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14850 SW 132ND TERRACE-9 lar 1 1 ,:` I It { 1 �V. 4 1 PRINTS BY: LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL BACKBOX MOUNTING HEIGHT SMOKE DETECTOR EST SIGA-PS w/SIGA-SB SINGLE GANG,3.5 INCH CEILING MOUNT NOT LESS THAN O - �� ROUND OR 4 INCH ROUND 3d INCHES FROM HVAC OUTLETS E - -'t, - BOX OR 12 INCHES FROM SPRINKLER HEADS OF LIGHT FIXTURES �w NT =d HORN/STROBE tbcd EST G1-HV15 SINGLE GANG BOX 82 INCHES TO CENTER OF 6INCHES CLVI i;g {�] BELOW CEILING 70 CENTER OF !J 7 BOX WHICH EVER IS LOWER o STROBE ES7 G1-V15 SINGLE GANG BOX 82 INCHES TO CENTER OF B INCHES q BELOW CEILING TO CENTER OF LLc �n BOX WHICH EVER IS LOWER e u O e gR WIRE SCHEDULE u o e 4� i . .l Y Number of LL d Letter -Conductors auge Shielded Use I TvGe -1 88� A 2 14 No uitFPL ornr FPLPFa o _c c B 2 18 N° S-anal rra Owie C'm l FIA 0 2 Q C F pO i C 0 W = 191"RY CALCB: Ilam a Ouerml Sbrtlb Tob1 Si IAA. Total Alarm 0 t� SK 5395 1 0.075 0575 01 01 Gt--vis 17 0105 1 70.5 e Gt-HOV15 22 0145 319 'V U m f 0: Tool 10075 Abrin 5075 —_. TIE TO NEAREST Tool St AH. 3.5 0817525 Project SMOKE OET. Tine 48 0187 j o-s A-0 TOM!AH 0447525 T R I A N �L L - Bator Eli 12 2 Total Saner Caai 5.33703 b ®P CORPORATE TO BPS EXISTING BATTERY BRAND YUAS4 NP-7-12 /� BATTERY SIZE 7 AMPMR PARK QUANTITY 2TOTAL Ai QUANTITY III cr.nt RE-1-EF ru A CASCADE _ A-p illi - Pli - .,.:,; EMPIRE a CORP BP1 1 Ueef Title F4.-ti'- F _, FOURTH FLOOR — r-a „ L " " FIRE ALARM PLAN R Tenant HOLLOWAY + INVESTMENT " Oo � rteADVISORS . � - , 1 � t GROUP MACKENZIE 1998 © ALL RIGHTS RESERVEDTHESE E THE PROPERTY OF GROUP M`ACR NZIENGS �AND ARE NOT 0 BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION Revisions: REVISION EDITION r CLOSING DATE r ; DATE: 03-12-03 DRAWN BY: CHECKED BY: '4 CITY OF TIGARD zbMLLFOURTH FLOOR - TENANT IMPROVEMENT - �� I ' mOn nn 11ry Apprwod. . ................. F�1 �nfy ltfa eoACYdeeGroBa kl: r FIRE ALARM PLAN PERM TNO p0 �3 �D IZY SaeL.nlarb FGRew_ -- F F A 1 r. n33-2 _................ ......_..__..•p4 , 4 b I i I _. Jab Addreea (,7,�1�z1 tW LBY, rKWY circ SCALE: l/8'=1'-0' RY.R6ldIJ 1 11 -1-e7 1 SHEET NOTES: 1 1. FIELD VERIFY VISUAL APPLIANCE LOCATIONS WITH OWNER. FIRE ALARM PLAN ® LEGIBILITY STRIP C'TI f 2 3 4 5 6 7 B O IO fl 12 15 14 re 17 16 19 20 21 22 23 24 25 26 27 23 29 3_ 25X Ll 11 OI y - 1 lh�,�fl.II�1111�,1;)Il.�,lil I I IIIR�III II�IIa IIIJ�I�II II� L' 1 y - I IM>rslyrtran ++bM ,,RNPAa+e�..a,fax,..ww+.Ye...,-,,,,,.........,-..... . .. _ __. _.-�vwM.a,i.,,,�,.,r�...,.,.q,..«-.r....--.- ... .,. . ..-a«.s+...e..w.o,.-........-.....-......r �w-v..- ..........w..,.....rw.:--.-„r..-..:. ..:.WTM+....%..: .Aiiik V • t � � N • • �) E O Cl E OF 0 � o 2 2 'I r� .. •• w 12'-6" / ,I'-- 12-6- 6 6 7 TYP I - - {� 9 !� OFFICE ONF R NCE OFFICE 9 -- `� r O-. 105 O � . 104 106Ell 7 TYP / 3 EQUALS (� OFFICE S I - _ __ I C c 103 7 r a -� o t ...2. 103 lU4 .05 Of'' CONFERENCE OFFICE m ii v k o HALL O / 3 1 / U2 f.-O% �� 1U8 4'- ..�'' \07 `� . o . `� . ° . �`: • 105 106 O g A2.1 i' 1 i a 1 ''--�,r OFFICE I � �. - 103 �^- U G9 I-- A8.1 9'-0 1�AFF --- _0- -. �4� EXISTING I ® t ` o y- HALL 24" * 4'-0" / 3'-0" / ��L111 ��u]]] i 1 108 WO)tK _ TYPICAL BR Ak SCEPt10N oFFiCE I II I ! I �--� 1 c_-- I BBF CADENCE 102 101 '-'' TRIANGLE 8 �r PARK O I I I O I B9F ' PARK BUILDING NI O - 'T_ == F- .._ 1 -.__ - 7 _ -- -• - -_.._ -- - WORK/ N N o �r..--- ----, - BREAK 4 I OFFICE 12" 1 U� U 102 RECEPTION 107 FAX / / O1 i 1O1 COPIER - P- LAM LAM COUNTERTQP 5'-10"t WD FACE 1 A 7 r _ , It (fJ4� IF FLOOR PLAN . � 2 REFLECTED CEILING PLAN ,� 3 FINISH PLAN a ENLARGED FLOOR PLAN A2.1 Iib'=, �- A2.1 A2.1 1/4"=1'-0" RECEPT!CP Protect DOOR SCHEDULE WALL -TYPES LEGEND KEYNOTES SCOPE OF WORK SYMBOLS LEGEND HOLLOWP.Y DOOR ^� FRAME DETAILS HDWR ' INVESTMENT j DOOR - --- ;RATING COMMENTS DOOR - EXISTING 2 HR FIRE RATED CONSTRUCTION TO REMAIN 1. INSTALL NEW CEILING TILE 1N EXISTING GRID INTERIOR TENANT BUILD OUT OF EXISTING UNCONDITIO%ED ADVISORS OPENING SIZE THK TYPE, MAT'L'FINISH MAT'L FINISH GPOUP 2 ALIGN CENTERLINE OF WALL WITH CENTERLINE OF COLUMN, WALL OR SHELL SPACE TO TOTAL APPROX 1,609 SF v ALIGN FACE OF FINISH WITH FACE OF FINISH v 1.01 EXISTING_ - - - EX 45 MIN' 1, 2, 3 101 - EXISTING 1 HP, FIRE RATED CONSTRUCTION TO REMAIN F WINDOW MULLION AS SHOWN _ _ _ _ ----__ -=-� EXISTING NON RATED WALL TO STRUCTURE TO REMAIN 3. ALIGN FINISHED FACE OF WALL WITH FINISHED FACE OF WALL ��-•- - 102 3'-0"xb-0" '1 �" FL - -5C TF I HM P �6/7/A8.1 H-1 _-_+ 102 U 103 3'-0'x8-0' I �(i" FL SC TF _HM P 6/7/A8.1 H-1 - 103 o NEW WALL TO UNDERSIDE OF CEILING GRID, SEE 1-3/A8.1 4. BUILT-IN 'DESK KEY NOTE FOR REFERENCE _ O RAWINGS - - -- "-- - 5. REFRIGERATOR, NIC. COORDINATE WITI, M/E/P 104 3'-0`x8'-O" 1 " FI_/R SC TF HM P 6/8/A8.1 H-1 -� 104 NEW WALL TO STRUCTURL' W/ SOUND ATTENTUATION 6. RUN WALL PARALLEL TO EXTERIOR SILL A2_1 FLOOR PLAN, REFLECTED CEILING PLAN ANC) SCHEDULES ' DOOR NUMBER, REFERENCE DOOR SCHEUDLE 105 3'-0'x8'-0" 1 �(" FL/R SC TF HM P 6/8/A8.1 H-1 - I 105 INSULATION, SEE 1/4/A8.1 7. PROVIDE NEW 5/8" GYP BD OVER EXIST STUDS AT SHELL A8.1 DETAILS --- -y , - - 106 3-O"x8-O" I 7.1" FL/R� Sc TF HM P 6/8/A8.1 H-1 - 106 STRUCTURE AND WALLS, TYP 101 ROOM NUMBER, REFERENCE FINISH SCHEDULE _ - --}- P -t-6�7/A8 I H-2 -} ------ 0 FLUORESCENT DOWN LIGHT 8. VCT-2, TYP X07 3'-O'xe�=o= 1 " FL SC TF HM - i 107 DEFERRED SUBMITTAL NOTE: ALL DOORS, FRAMES, AND HARDWARE TO MATCH TENANT BlJ!LDING STANDARD CK'1TERfA ® 2x2 FLUORESCENT PARABOLIC LIGHT 9. CPT-2, TYP 1 fi STRUCTURAL GRID MECHANICAL ABBRE VIA T10N5: 2x4 FLUORESCENT PARABOLIC LIGHT ELECTRICAL DETAIL/ EX EXISTING P PAINT HM HOLLOW METAL SC SOLID CORE DOOR GENERAL NOTES LIGHTING/ELECTRICAL NOTES FIRE SPRINKLER , PLUMBING SHEET FL FLUSH TF TRANSPARANT FINISH --- ------ - SUB-CATEGORY FL/R FLUSH W/ RELITE y CATEGORY ? A. CONTRACTOR IS RESPONSIBLE FOR VERIFING ALL DIMENSIONS A. INSTALL BUILDING STANDARD 2x4 PARABOLIC LIGHTS THROUGHOUT CODE SUMMARY HARDWARE GROUPS: AND CONDITIONS AT THE SITE BEFORE SUBMITTING A BID OR EXCEPT WHERE EXISTING OR NOTED OTHERWISE DETAIL/ H-1 LATCHSET GRADE 1, BUTTS, SEALS, STOP, SILENCERS PROCEEDING WITH ANY PORTION OF THE WORK. B. COORDINATE LOCATION OF ELEC/PHONE/DATA WITH TENANT PRIOR tz H-2 LOCKSET GRADE 1, BUTTS, SEALS, STOP, SILENCERS DRAWINGS 00 NOT REFLECT AS-BUILT CONDITIONS. TO ROUGH.-IN BASED ON 1997 EDITION, STATE OF OREGON A7.2 ShCET B. '.IFIENEVER QUESTIONS ARISE OR CONDITIONS ARE ENCOUNTERED STRUCTURAL SPECIALTY CODE SUB-CATEGORY DOOR 5CH IAJ COMM NTS WHICH ARE NOT COVERED BY OR ARE IN CONFLICT WITH THE CATEGORY 1. PROVIDE MISSING SMOKE SEALS AS REQ'D AND REPLACE TRIM IF NECESSARY CONTRAC DOCUMENTS, CONSULT WITH THE ARCHITECT PRIOR OCCUPANCY: OFI'10E BUILDING B y 2. REFINISH EXISTING DOOR TO MATCH BUILDING STANDARD TO TAKING ANY FURTHER ACTION. 3. PROVIDE NEW LOCK AND KEYS C. PATCH AND REPAIR EXISTING CONSTRUCTION AS REQUIRED. CONSTRUCTION TYPE TYPE II - FR FULLY SPRINKLERED - 100% ABBREVIATIONS CUTTING AND DRILLING OF STRUCTURAL MEMBERS NOT DETAILED REQUIRES THE WRITTEN PERMISSION OF THE AREA, OF TENANT IMPROVEMENT APPROX. 1,609 S.F. AD,; ADJACENT REF REFERENCE C STRUCTURAL ENGINEER. 1,609 S.F./100 - 16 OCCUPANTS AFF .ABOVE FINISH FLOOR REQ REQUIRED FINISH SCHEDULE D. CONTRACTOR SHALL RELOCATE EXISTING MECHANICAL AND YIELDS ONE EXIT REQUIRED, ARCH ARCHITECT(URAL) RM ROOM ELECTRICAL AS REQUIRED FOR INSTALLATION ON NEW WORK. GNE EXIT PROVIDED CENTER LINE SIM SIMILAR T E. CONTRACTOR SHALL COORDINATE THE PHASING OF THE FLOOR BASE N. WALL E. WALL S. WALL W. WALL CEILING I THE OFFICE BUILDING IS PROVIDED WITH AN AUTOMATIC FIRE CLG CEILING SPEC SPECIFICATION ROOM' CEILING WORT( W,TH THE OWNER AND ARCHITECT TO MEET THE OWNERS NO ROOM NAME I MAT'L MAT'L MAT'L I MAT'L MAT'L MAT'L HT MAT'L COMMENT; PQOTECTION SYSTEM AND AUTOMATIC SMOKE DETECTION THROUGHDUT, CLR CLEAR STD STANDARD � FINISH FINISH FINISH FINISH FINISH FINISH FINISH SCHEDULE. COL COLUMN SUSP SUSPENDED 101 RECEPTION CPT-1 WB GB/P GB/P GB/P GB/P EXIST SAT F. WALL THICKNESSES ARE NOMINAL, ONO- CONT CONTINUOUS T/ TOP OF _ � _ G. ALL NEW INTERIOR TENANT WALLS AND ALL WALLS AFFECTED � f - - CN TR CENTER TYP TYPICAL 102 WORK/BREAK VCT-1 R9 ^Js/P GB/P ce/P GB/P �EXIST SAT BY NEW WORK TO BE PAINTED P-1, +JNQ. ADA IMPROVEMENT DATA DIM DIMENSION UL UNDER WRITERS �Zw 103 OFFICE CPT-1 R8 -B/P GB/P GB/P GB/P EXIST SAT H. DIMENSIONS ARE GIVEN TO COLUMN LINES, FACE OF FINISHED -- --- - -- - - - - -- - ------ ^- - - -` --�`- - SURFACE AND TO CENTER LINES OF OPENINGS OR ROUGH ELEV ELEVATION LABORA L BO TORIES � 104 OFFICE CPT-1 RS G8/P GB/P GB/P GB/P EXIST SAT NE'" -AC,'LITY FULLY A:D.A. COMPLIANT ELECT ELECTRICAL U/S UNDERSIDE • ` 0 ' OPENING, UIJO. ALL TI CONSTRUCTION SHALL BE FULLY A.D.A. COMPLIANT EQ EQUAL VERT VERTICAL 105 CONFERENCE CPT-1 WB GB/P � GB/P GB/P GB/P EXIST I SAT I. ALIGN FINISHES WHERE INDICATED. ?7!F EXIST EXISTING VIF VERIFY IN ?. .LD 106 _OFFICE. CPT-1 RB_ GB/P I GB/P CB/P EXIST T- SAT J. PROVIDE FIRE RESISTIVE 'HALL CONSTRUCTION WHERE FLR FL'ut? W/ WITH Q�+' 0 107 OFFICE- CPT-1 R,B GB/P GB/P I GB/P GB/P 'EXIST SAT INDICATED. SEAL ALL PENETRATIONS WITH APPROVED FIRE FT FEET/FOOT WD W000 SAFING ASSEMBLY. ALL RATED CONSTRUCTION ASSEMBLIES GYP BD GYPSUM BOARD W/o WITH OUT ---- _=-= =---_--_ 108 HALL CPT-1 WB ! GB/P GB/F' GB/P GB/P EXIST SAT � EXTEND FROM FLOOR STRUCTURE TO UNCERSIDE OF HDW HARDWARE NIC NOT IN CONTRACT GROUP MACKENZIE 2003 NOTES: SAT TO MATCH BUILDING STANDARD GC TO CONFIRM IF AVAILABLE ON SITE. STRUCTURE ABOVE, ID INSIDE DIMENSION NO./# NUMBER � ALL RIGHTS RESERVED FINISHES TO BE SELECT ED FROM BUILDING STANDARD. GC TO COORDINATE K. THESE DRAWINGS ARE THE PROPERr 1. DOORS NOT DIMENSIONED ARE TO BE LOCATED 4" FROM FACE OF INT INTERIOR NTS NOT TO SCALE GROUP MA�KENZ(E AND ARE Not T E WALL TO OUTSIDE EDGE OF JAMB, LINO. MATL MATERIAL OC ON CENTER USED OR PEPRO01,CED IN ANY MAr CP(�REVIATIONS: WITHCUT PRIOR 'WRITTEN PERMISS CPT CARPET P PAINT L. CENTER ALL DOWN LIGHTS, FIRE SPRINKLER HEADS, SMOKE MAX MAXIMUM OPP OPPOSITE GB GYPSUM BOARD RB RUBBER BASE /IONIZATION DETECTORS AND ALL OTHER CEILING PENETRATIONS MGR MANUFACTURER PLAM PLASTIC LAMINATE REVISIONS- VCT VINYL COMPOSITION SAT SUSPENDED ACOUSTIC TILE IN CENTER OF 2x2 TILE, TYP UNC. MIN MINIMUM PLYWD PLYWOOD M. FOR SEISMIC BRACING OF SUSPENDED CEILING AND INTERSTITIAL MlSC MISCELLANEOUS 68 LAST CLOSING DATE EQUIPMENT SEE 5/A8.1. MIS 1I. COORDINATE MECHANICAL, FIRE PROTECTION, ELECTRICAL }�+W 91EET I ITEMS AND ETC IN CEILING. ADVISE ARCHITECT PROMPTLY OF CONFLICTS BETWEEN DISCIPLINES PRIOR 1'0 FABRICATION OR INSTALLATION OF COMPONENTS. 0. PROVIDE SHOP DRAWINGS FOR CASEWORK TO ARCHITECT P. FURNITURE SHOWN, NIC UNLESS NOTED OTHERWISE �,TY OF r. - Arc,ov,-' Cr Aoproverl SHEET TITLE FLOOR PLAN SCHEDULE OF INTERIOR FINISHES 1 AREA OF WORK 1-"m f s w 91 i k ,1 w `,,, I REFLECTED SECTION - WOOD SECTION 09M - CARPET ( 3 CEILING IPI -AN EXISTING NON-RATED- AND SCHEDULE t WCX)n BASE L BROACXOGAA CARET TOILET ROOMS �- WE?-' MATCH BUILDING STANDARD CPT-1: 10 BE DETERMINED CPT-2 T� BE DETERMINED SECTION 06'400 - PLASTICS I PLASTIC LAMINATES SECTICNJ 0942 - PAWT 1 10 8E DETERMINED I PTV"PAM / J / -r- FIRST 1;SUED: 1/13/02 SECTION 09500 - ACOUSTICAL CElL.M1CMS �, i0 BE DETERMINED » - L ACtXXMAL CELNO PANELA TLES AND ACC ES9OREB TO BE DETERMINED t ! i 1 ` LAST ISSUED: SAT-1. MATCH EXISTING Q_-, r 1 7; "� _ -7q _- '-�--"`+ - DRAWN BY: SL.V AL_ CEILINGS UNLESS NOTED OTHERW(,I J CHECKED BY: WAB - -- --- I SECTION096.5Q - RESENT " �OORNCi _.__ __-.- i I SHEET t MfVL COAPOatilfXl TLE VCT-t r0 BE DETERMINED VCT-2 TO BE DETERMINED �. . A2.1 2 �BABE EXISTING 1 HOUR- EXISTING 2 HOUR ' F!RF- RATED CORRIDOR FIRE RATED SHAFT ' RB- 1: TO 8E DE TERMf NEO �WIL KEY PLAN 2o1o24s. SV-1: TO BE DETERMINED NT` _.-_- -- ____ JOB N0. r K. . � PERMIT SET /21 �� '�,:,wTr+Leyltt'w'+•r.M1,NY'41rW-n., -. .,,..,..,x^.:'.."rnk.la.'�.'JI 7. . ..... ..Yr'i',1.. ...,. . .. .. .. ♦ 1 r, ,w .. ....:+Ax.e aa,Mr ..._.-... .........._.....--.__......,........,-.-...nw..�w�a...+.�.wn..--..»__ •--+."..». .-..__ -_...-_.... ......�. _._.__......__.._ . . .:,' - . Y.itillYMti1RM7�Yi'h2NR`Ak /1K"fIMM-A'b.1W4'.1Y4k 9a°,_.'. LEGIBILITY STRIP Cm� j � 10"". c I 3 4 5 6 7 A 9 f� I I 2 I� 14 18 17 Ig 19 2f 21 i2 t3 24 25 �C 2' re n ......."„,ten, , Z I 11 Oil t I I 111' IipNY v 1 ' �� .�I��1,11.1.1,I,W,�1�,4.�I,1l�l.IJ>�.{.�,1�.1,�Yl�,�I�,I,�« kip 10 0" ow4' f I pn: 1YAA1 I.rc• 4 Y. illl i K31 o 64 00 -ADD'L HANGERS AT ALL. MF MBERS SECURE' ALL `HANGERS _— N SUSPENDCD CLT; SOUND BATT ----SOUND ATTENUATION AS`iEMBLY WITHIN 8" CF PERIMETER 70 BLDG STRUCTURE �' AS OCCURS m +� �� INSULATION PER /- ----- -- LINE OF FLUTES WHEN TR Pt Dl1Ci 0 utj m n 1 � W R1< - i - REFLECTED CE LING PERPENDICULAR WALL AND =17THE17 LARGE - GYP BU x 45' -LATERAL BRACING W/ APPROVED U PLANS ROOF' --SEE DETAIL 2/A8.1 FOR CONDITION -- -- FIRE SAFING AT RATED WALLS STRUCTURE VERTICAL STRUT AT 12'-0" OC OBSTRUCTIONS ( - WALL AS OCCURS � v --- BETWEEN FLUTES EA WAY ' "`' "' AT SUSPENDED ACOUSTICAL TILE METAL. DECK AS OCCURS - M 20 GA 3%" M TL STI!O BRACING �--- -- COON TERSLOPE HANGERS IF CEILING. SEE DETAIL 4/A8.1 FOR ;•; _ eQ TO FLOOR STRUCTURE Al 8'-0" OC MORE THAN 1:6 OUT OF PLUMB a ,- CONDITION A7 UNDERSIDE OF -•" "" • +,,,_------DBL STUD AT JAMB TYP STRUCTURE � �- W/ (2) kf3 SHEET METAL SCREWS 2 4 RACO TOP TRACK, - t AT EACH END. BRACING TO Bt r� PAINT BLACK PROVIDED WHERE DISTANCE BE'WEENi w �/ PERPFNPICULAR INTERSECTING NALLS - DEFLECTION SPACE \ T^ ^1� si 1 GYP BD EA SIDE- � I OR HORIZONTAL BRACING BETWEEN I 4 I'� (DO NOT FASTEN STUDS iv.� a ° OR GYP 8D TO RUNNER) °A \ METAL STUDS - --�__-_ WALLS EXCEEDS 8'--0" OC - __ g --WALL TYPES PER PLASS I 2 _ WALL TO SUSPENDED CEILING _ J MIN METAL FRAME �` Q / r - - - C `7 i A� =1 _0 a ---- CONT 18 GA METAL Q 11y a 3 r'ASTENED TO DECK O 2'-U" O u y --SOUNQ ATTENUATION INSULATION - -- / c O 3 ., OC STAGGERED �p m AS OCCURS GYP BD EA SIDE- --- METAL STUDS _ �_ a "' O MAIN RUNNERS AT 4'-0" OC v= a� O 3" SOUND BATT FIRE SAFiNG SEALANT `8" MAX SUPPORT W/ X112 WIRE AT 4'-0" OC - CROSS RUNNER'' Vr U � � O d CUT TAPER OFF GYP BD- l AS OCCURS TYP EA SIDE OF TRACK 6 0" MAX OR W/ #10 WIRE AT 5'-0" OC EA WAY FIT BETWEEN _ _ AT WALLS WHICH RECIEV'E __. Ar MAIN RUNNERS 1 FLAT BASE CONT ACOUSTIC SEALANT - - --FASTEN RUNNER 70 Q Chent -- O 2'-0" OC LATERAL BRACING AT 12'-0" OC EA. WAY MAIN CADENCE / EA SIDE AGAINST TRACK ( ~-� 3 �I NO SEALANT AT SIM COND RUNNER TO STRUCTURE BEGIN BRACING WITHIN ----- SIDE LIGHT AL, OCCURS TRIANGi_E A8.1 1/2' MAX w . 6'-0" OF PERIMETER AND 2" FROM CROSS 1/4' TEMP GLASS IN WALL CCfi�'OR��TE: IL MEMEBER ~�- PARK BOTTOM TRACK TO FINISH . _ _-..-.. 1" MIN. DIMENSION FROM -''� BUILLING Y. CONCRETE SLAB FLOOR W/ POWDER DRIVE NOTE: BOTTOM OF TRACK TO ANCHORS AT 4'--f)" OC �UL SYSTEM NO HW-D-0091 SIMILARJ FIRST FASTENER - STABILIZER BAR BETWEEN ALL MEMBERS AT PERIMETER 1 TYPICAL INTERIOR WALL____ J � �_NLN--_BE.AR_ TNG VIIALL AT FLOOR __ a WALL TO STRUCTURE _ ~� s SUSPENDED CEILING BRACING_ _ s DOOR JAMB Ag1 3/4"-1'-O" < ,�81 -� 3"=1'-0" Q A81 FIRE SAFING NOT REO'D AT NON-RATED WALLS 3"=�'-0" a A81 NOTE ALL CONNECTION DEVICES TO BE OF ,N NTS o A81 TYPICAL INTERIOR, HEAD AT SIMILAR 3 � 3 APPROVED TYPE AND HAVE 100# CAPABILITY L, o A$ 1 CEILING PER PLANS A8.1 CEILING PER P! 'NS 1 � \ I ML.TAL FRAME I -- T----- - I P PER SPECS r--�- - DOOR PER PLANS rro ect _R PER PLANS \ i AND SCHEDULE DOOR As occuRs HOLLOWAY r AND SCHEDULE z I �- INVESTMENT a Q z 1 \ MICROWAVE. NIC Q81 QA1 / ---EDGE OF SHELVENGAn�SORS FT PLYWOOD W LOW--METAL FRAME COFFEE - SIMDENSITY LAMINATED FINISH - BEYOND 4 PER SPECC , N CLF_AR— Q it I ALIGN w/ LOWERS WRAP EDGE .I TEMPERED ` '1 j - --- ___ REFRIGERATOR, w v "SAFETY' � �` 00, _-..� NIC �j, / GLASS co `� _ a W �- r I .,u t :,. j i I 1 � X W' 1 a �.: KICK PLATE AS I � i . ► it j W — O t, OCCURS, SEE DOOR W �' / ' 1 tA3.1 I 1 __ OPEN ADJ SHELVING __ cv'.- �0 �I v FINISHED FLOOR SCHEDULE � I �• -- - � j x -T 1 - SCHEDULED BASE 1 FINISH *FLOOR t---- FINISH FLOOR ---___ /� EQ EQ EQ EQ 2' 6" VARIES VARIES NORTH n' i / --- * - -- ALa.1: -MIN SEE DOOR _2'-_0" SCHEDULE ..IDELITE ONO SCHEOSEE OULL E 3 EQUALS DOOR ELEVATION _ FLASH � 8 DOOR WITH SIIDFLITE FLUSH W; RELITE W DA81 cp CASEWORK AT_'WORK/BREAK 102 _ __ _ is`� CABINET BASE �_ Q1/2"=1 -D" 1�4 -°' A$ 3"=1'-O" 1 - - -ADJ MELAMINE SHELF, TYP ' j W, = PLAM FACE, PL-X j -- WALL. AS OCCURS 8D PARTITION SEE PLAN --6" BACKSPLA' TURN -- 6" BACKSPLASH, RETURN -<. —LINE OF SILL AS OCCURS I 25" P.L. -/ AT END WALL ._ JITIONS 25 P.L. TOP AT END WALL CONDITIONS 1---- --- BEZIO W -PL AM C.70P AND SPLASH, Ell �' : PLAM C.TOP AND SPLASH, PL-X D, OREGON PL-X pin DRAWER AS OCCURS, iF I * WRAF ALL EXPOSED PIPE SEE ELEVATIONS - - PER ADA I� RACO TRACK,, CENTER ON I W - -PLAM FACE, PL-X PLAM FACE, PL-X W I /� WINDOW MULLION G CALL RIGHTS P� RZIE 2IECD� GROQP MACKENZIE AND ARE NOT TO RE W — _ --' - tHESE DRAWINGS ARE THE PROPERTY OF I �n -- WITHOUT PPRO WRIITTTENIN A'ERMISSI011y M I I --ADJ MELA!NItJE SHELF, TYP I II OPEN BELOW PER ADA 10 I I �- -- NEOPRENE SEAL ' REVISIONS: A8.1 � LAST v, ._----_-_- - REVISION REVISION EDITION - STOREFRONT GLAZING ;E THIS CLOSING DATE �. 2'-0` / r _Z—r� SYSTEM -,w SiiEE* r CABINET SECTIONY; .�� _ 73 - 12 CABIh�ET ..SECTION _ ---__-- ' WALL_ , a -e=. �.��ic.�f MULLION E _ A�•� TYPICAL 3/4 =1 -U U A8.1 SHOWING SINK LOWER CAF31NET ONLY 3/4"=1 -0 x A8.1 3" 1'-0" ; —�—�—.. ----- ,HEET TITLE: DETAILS I • FIRST ISSUED 01/13,103 LAST ISSUED$ DRAWN BY: ` v CHECKED B`t� w"i' SHEET A8.11 ;;. JOB NO 2020249 03 _,_w �. ". .�...,�,. •. PERMIT SET 09-1/21/03 r .. ..,....—".•..*wwr•. � - ......r.�.«.+.., .—. 1 •' 1 I i1 If!L I (i I�III. III. '' � I�' Il,r ;.,y. .�.... ,.. w;,yirc. 'xY?: ,:�F:�Y h as wM -'q"• �' v,<, r LIOIYl1LRY STRIP ,' i ..• , IfM �.; C A 9 e > E) B 10 1 2 3 4 r 1H 19 20 21 ,'2 2;1 �4 2!5 2e 251 J'J p"m"i m S/til Od �111t111:��,I,I;1�,�J;l .� � I .!lam ��I� I J�I�1a 4��++�.��, �•��'��i�+� �� 1,� 1 t I' •�t �� ,. I i, µ r • I la Owl .. .. ... .. .. y�,py�. .�. .. • _ Wy r.. .. i. moi..' ., .. • i n ..., �.,/. ..... n .. f, R L 1 1 6� 1 � PROJECT TEAM DRAWING INDEX VICIN161"' Y MAP -- OWNER -_- _ COVER SHEETS -1 ARCHITECTURE MECHANICAL__ T > 8W DENNEY RD �b TIGARD - TU4LATW SCHOOL DtBTRIC"1 2a J A1.0 COVER SHEET A5.1 Ex'(ERIOR DETAILS - WALL - MS.3W ROOF PLAN - WEST -4 8W OLESON RD LARRY HUBBPRD ADMIN. CENTER A1.1 CODE INFORMATION Altl.2 EXTERIOR DETAILS - WALL M3.9E m ROOF PLAN - EAST � 6060 SW SAND&MG 87 A6.4 EXTERIOR DETAILS - ROOF >. TIGARC OR 07223 AIl.4 EXTERIOR DETAILS - ROOF M3.4 ALTERNATE SCHEDULER I PHONE: 50.i 431.40 0 FAX: 603.491.4047 r 1/ C-1 Y IL A7.1 INTERIOi: ELE4ATIONS - WET ROOMS A7.2 INTERIOR ELEVAT'ION9 SECTOR 'A' 40WER FLOOR m CIA GENERAL NOTEB A7.9 INTERIOR ELEVATIONS - SECTOH A' MAIN FLOOR M41W LOWER HYDRONIC PLAN - WEST C1.2 E:4USION CONTROL NOTES 1 DETAILS A7.4 INTERIOR ELEVATIONS SECTOR 'A' MANN FLOOR M4 IE LOWER KYD4ONIC PLAN EAST -- -- C1.3 917E SURVEY A7.6 INTERIOR ELEVATIONS - UNARY w\ PROJECT MANAGER 01.4 SITE DEMOLITION PLAN A78 INTERIOR ELEVATIONS - ENTRY 1 SECTOR 'D' M4.2N' MAIN HYDRONIC PLAN - WEST SGR - - - --�_.. M7.7 INTERIOR ELEVATIONS - SECTOR 'B 1 SECTOR 'C M4.2E MAIN HYDRONIC PLAN - EAST MALL C2.0 EROSION CONTROL PLAN ATS INTERIOR ELEVATIONS - GYMNASIUM CORNERSTONE MACADAM CONSTRUCTION E, oUI E 377 W^ C2.1 GRADING PIAN A7!D INTERIOR ELEVATIONS - MULTI-PURPOSE ROOM M5.1 PIPINU DIAGRAMS / 6931 8W MACADhM AVENUE, SUITE 977 A7110 INTERIOR ELEVATIONS - SECTOR 'D' M5.2 DETAILS _ rv)FRTLAND, OR 67230 ATII INTERIOR ELEVATIONS - SECTOR D' 1 MAIN CORRIDOR l C9.0 817E UTILITIES Lu CONTACT: RICK HAIhQNE C9.1 310-SWALE PRO'71LE 4ND DETAILS A742 INTERIOR ELEVATIONS - MAIN CORRIDOR > - A7.13 INTERIOR ELEVATIONS - MAIN CORRIDOR < PHONE: 609.?06.0108 FAX: 50S.EOa.1$d6 PLUMBING C4.1 DETAILS A7.i4 INTERIOR ELEVATIONS - MAIN CORRIDOR r_ = tVl1L�� LESSER �� ! ~ sc PO PAJIK ; ---- - - ---- --- ---- 9 � L 4Z DETAILS A8.1 DOOR AND FRAME TYPES P1.fj COYER BHEF.T - - A .2 WINDOW TYPES SW WALNUT 8T ---- - --- - A6.3 EXTERIOR DOOR AICD WINDOW DETAILS t ARCHITECTF13,1* LOWER PLAN WESTz I LANDSCAPE ASA EXTERIOR DOOR AND w'dNDOW DETAILS AN - EAST ERIOR DOOR AND WINDOW DETAILS P3.1E LOWER PLAN - EAST / RO 1 - -- - A8.5 INi- AOVIS EEA AROHITECTS P.C. L1.1 SLEEVING PLAN - oVEnALL INTERIOR DOOR AND WINDOW DETAILS P9.2W MAW PIAN WEST 9X g^R �� p FAN'10 A8.7 14TERIOR DETAILS .2E MAIN PLU&� PARK r� 1230 8W FIRST AVENUE. SUITE 30C A8.8 Or, DETAILS P3 ` PORTLAND, OR 07211 12.1 IRRIGATION PLAN - NORTH A8.0 INTERIOR DETAILS KRUSE WY �J PRINCPAL: GREG WEILER L2.2 IRRIGATION Pf AN - SOUTH CONTACT: GREG WEILER AS.10 CASEWORK DETAILS r 0 8W MCDONALD ST OO /oo,�_ E-MAIL: gweiereeeaarchitecte.coin L2.9 PLANTING PLAN - NORTH AC.1W LOWER CEIL4N4 PLAN - WEST ¢ BULL WI'T4 RD uu L2.4 PLANTING PLAN - SOUTH P4,1W LOWER WASTE AND VENT PLAN - WEST pQ PHONE: 609.229.8053 FAX: 609.204.0827 AC.tE LOWER GELINfl PLAN - EAST P4.1E LOWER WASTE AND VENT PLAN - EAST a ; _> L6.1 DETAILS A0.2W MAW CEILINfl PLAN - WEST P4.2W MAIN WASTE. AND VENT PLAN - WEST Q � ;� o A0,2E MAIN CEILING PLAN EAST P4.2E MAIN WASTE AND VENT PLAN EAST r J SW DURHAM RD ` CIVIL ------- V _-- ARCHITECTURAL - _- _---.. - - _-_------ _- . P51 DFTAIL9 ; 8'M BEEF BEND RD - wESTLAKE CON�(1LTANTB, INC. � �+ 16116 SW SEQUOIA PARKWAY, SUITE 160 A2.0 WE PLAN - OVERALL ___.-_-- _-STRUCTURAL : - °� �� DURHAM TIGARD, R RD2 A2.1 ENLARGED PLANS AND SITE DETAILS -- PARK PRINCIPAL: BERNARD ',�IITH 81.0 NOTES, ABBREVIATIONS, LEGENDS - A2.2 SITE DETAILS ELECTRICAL / CONTACT: PAT TORTORA ----_ !� \` C �� / E-MAIL ptortora.woatlakecon[,ultanta.com S3.1W LOWER FO:R4DATK)N PLAN - WEST I I � A3.18 FINI$1" yCHEDULE DOOR SCHEDULE LOWER LEVEL E1.0 COVER SHEET JURQEN8 _ PHONE: 608.684.0662 FAX: 503.624.0167 A3.1W LOWER FLOOR PLAN WEST 83.1E LOWER FOUNDATION PLAN - EAST ,. A3.1E LOWER FLOOR PLAN - EAST E21.0 SITE PLAN ---�-_ \ 1 I PARK �) 89.2W MAIN FOUNDATION AND FRAMING PLAN - WEST 83.2E MAIN FOUNDATIO14 AND FRAMING PLAN EAST (- A3.28 FIN GH B:.HEDULE DOOR SCHEDULE MAIN LEVEL E3.1W LOWER POWER AND FiIGNAL PLAN - WEST LANDSCAPE ARCHITECT-- A3.2W MAW FLOOR PLAN - WEST 89.3W ROOF FRAMING PLAN - WEST E3.1G LOWER POWER AND SIGNAL PLAN - EAST aw PFG�NG --'--"-- -_.- A3.2E MAW FLOOR PLAN - EAST 83.3E ROOF FRAMING PLAN - EAST VP SFIGHLEY 1 ASSOCIATES, INC. E9.2W MAIN POWER AND SIGNAL, PLAN - WEST 12840 NW CORNELL RD A3.3W ROOF PLAN - WEST E3.2E MAIN POWER AND SIGNAL PLAN - EAST PORTLAND, OR 07220 A3.3E ROOF PLAN - EAST X3.9 ROOF PLAN / KITCHEN PLAN ELECTRICAL I-[06 PRINCIPAL: HAL BEK>1FILEY A3.4 ENLARGED PFRTROOM PLANS � � �7 CONTACT: , sy MILLER A3.5 ENLARGED STAIR AND ELEVATOR PLANb $4.1 INTERIOR MAAONR`' WALL ELEVATIONS / E-MAIL: baeeaayatreet.com I000 PHONE: 503.643.4706 FAX: 609.443 4708 86.1 FOUNDATION DETAILS A4.0 EXTERIOR ELEVATIONS - OVERALL SS.2 FLOOR FRAMNO DETAILS E4.1W LOWER L(iH'TING PLAN - WEST 0''-- 2m, A4.1 EXTERIOR ELEVATIONS 88.5 FLOOR FRAMING DETAILS --- AL2 EXTERIOR ELEVATIONS 14.1E LOWER LIGHTING PLAN - EAST --'--�-- � --- I �----_-- - --- -� _-- A4.3 EXTERIOR ELEVATIONS 88.4 ROOF FRAMING DETAILS -- '2tsm STRI,CTURAL ENGINEER see ROOF FRAMRVG DETAILS A5.1 BUILDING SECTIONS Sa.6 ROOF FRAMING DETAILS E4.2E MAIN LIGHTING PLAN EAST J!✓ _____ E4.2W MAIN LIGHTING PLAN - WEST -- _- -- 88.7 MISCELLANEOUS DETA2.8 WALKER/DLORETO/YOUNIE, INC.NIA6.2 BUILDING SECTIONS 88.8 MISCELLANEOUS DETAILS 6449 SE SEVER TON-HILL SD ALE HWY., SUITE 201 A5.3 SULDING SECTIONS 86,0 R48CELLANEOUS DETAILS E5.1 ELECTRICAL DETAILS r �� PORTLAND, CA ALK A6,4 WALL SECTIONS E6.2 ELECTRICAL DETAILS GtNERAL N I PRINICN'AL• BOB WALKER A6.6 WALL SECTIONS E6.3 ELECTRICAL DETAILS CONTACT: Dr:110 PAOLA 87.1 BRACE F<-AME 4E'iAILB E5.4 ELECTRICAL DETAILS 'e-MAL: doc0owdylcom -- -- - --- PHONE: 403.203.81it FAX: 503.203.8122 ES.1 ONE-LINE DIAGRAMS 1. CONTRACTOR TO BECOME VISUALLY AW4RE OF ALL EXISTING CONDITIONS PRIOR TO BID. MECHANICAL F8.2 PANEL SCHEDULES _ --� ee.3 PANEL SCHEDULES 2. CONDITIONS NOT INDICATED ON DRAWINGS OR IN SPECIFICATIONS SHALL BE BROUGHT TO ATTENTION OF ARCHITECT PRIOR -i TO PROCEEDING WITH WORK l MECHANICAL ENGINEER-- ---_- -- M1.0 COVER SHEET MIA SCHEDULES - - 3. FAILURE OF CO4"RAC"OR TO NOTE CONDITIONS DOES NOT RELIEVE CONTRACTOR OF OBLIGATIONS AND RESPONSIBILITIES - - Riw E7�4EERING, W. KITCHEN TOPERFORr-1 ,LMK w M3.IW LOWER FLOOR PLAN - WEST -_- - - 9400 SW BEAVERTON HWY.. SUITE 250 M3.1E LOWER FLOOR PLAN - EAST K3.1 EQUIPMENT PLAN 4. CONTRACTOR TO VERIFY LOCATIONS OF UTILITIES, PROPERTY LINES, AND EASEt-tENTS PRIOR TO COMMENCEMENT OF W!Xa'!C BEAVERTON, OR 07006 K3.2 EGUIPMENT SCHEDULE 5, CONTRACTOR TO BEC:e;'ME THOROL444LY FAMILIAR WITH DRAL'JINGS AND SPECIFICATIONS PRIOR TO PROCEEDING WiTN WORK PRINCIPAL: ED CARLISLE M3.2W MAN FLOOR PLAN - WEST K3.3 ELECTRICAL ROUGH-INS CONTACT: MARK .ZONES M3.2E MAIN FLOOR PLAN - EAF T K3.4 PLUMBING ROUGH-INS E-MAIL: mjoneeerwon0.com 6. CONTRACTOR t0 COORDINATE CONDUIT,RACEWAY, AND PATHWAYS FOR INDIVIDUAL LOW VOLTAGE SYSTEMS. ALL SYSTEMS PHONE. 60'1,202.ovvu FAA: 609.202.1422 K4.1 COOKING HOOD DETAILS TO NAVE INDIVIDUAL PATHWA'Y'S OR CONDUITS OR RACEWAYS. K4.2 DISHWASHER SYSTEM DETAILS 1, CONTRACTOR TO SUBMIT FOR REVIEW TO CITY OF TIGARD DEFERRED SUBMITTALS: OPEN STEEL JOISTS /GIRDERS, FLAG K4.3 DISHWASHER HOOD DETAILS - PLUp .± - - - POLE STRUCTURAL CALCULATIONS, EXTERIOR GLAZING MANUFACTURER DATA, STRUCTURAL CALCULATIONS / INFOR`1ATION MBING ENGINEER K4.6 WALK-IN DETAILS ELEVATIONS FOR CONTRACTOR DESIGNED CEILING SYSTEMS,FIRE SPRINKLERS,FIRE ALARM BATTERY CALCULATIONS / DETAIL DESIGN ONLY.FIRE ALARM DEVICE LOCATIONS, TYPES, AND :IOUtNTS ARE NOT DEFERRED. R&W ENGN&ERING. INC. B. CITY OF TIGARD NOISE ORDIN� 14CE PROHIBITS CONSTRUCTION ACTIVITY IN EXCESS OF 40 DECIBELS BETWEEN S:0010M AND 0400 BW DtAVERTON R 97 SUITE 2f+0 1t00AM MONDAY THROUGH FRIDAY, AND BEILLEEN S:00PM AND 8:00AM ON SATURDAY AND SUNDAY. BEAVERTON, OR 07006 PRINCIPAL. ED CARLISLE !:ONTACT: GARY RYBERG E-MAIL: grybergerwen0.com - ' I - PMC)t4E: 603.2020000 FAX: 603.202.1422 ARCHITECTURAL SYMBOI. S ABBREVIATIONS ELECTRICAL ENGINEER - - -- - - ----- ----- -- - --- - - - -- '- ---- --- ---------- --- --------- -- FLOOR PLAN SYMBOLS - A.C.T. ACOUSTICAL cE1LING TILE MAtNIJr, MANUFACTURER - -- - - -� ' I [ CEILING PLAN SYMBOLS -� - _-_ ALUMINUM -- ------- _ --- -- - -- -- - - - -- -- --- - - AL ALTE X MAXIMUM R1W ENGINEERING, INC. I STUD WALL - SCE WALL TYPES -- --- T" M.B. MARKER BOARD 0400 SW BEAVERTON rVwY., SUITE 25C IEEE ELECTRICAL AND MECHANICAL FOR RESPEG?LVE APPURrENANGES SYMBOLS) MECH MECHANICAL y� BEAVERTON, OR 97006 � MASONR'1' WALL - SEE WALL TYPES MULTIPLE L700RS PER, ROU"" BD. SOARD MFR, MANUFACTURER PRINCPAL: ED CARLISLE BLDG. BUILDING MIN. MINIMUM pp II� (` CONTACT: DOUG SHAW ROOM DOOR 2'x4' REGESSEU ® SUPPLY AIR DIFcUSERS BLKG. BLOCKING L�L r� I , +D�b►"'°"7 CONCRETE WALL_ - SEE WALL TYPES NUMBER REFERENCE � -- -I MA. MASONRY OPENING la � ' 1 FLUORESCENT L iGNT BM. BEAM I"TL. METAL ArrRm'Fh Pt.A'v9 f E-I AL: dshawe:Weng corn. BRC. BEARING A PryRl %' 1'Ai-ATT ACItTt1: ©�0 L PIit�PE: 609.202.8000 FAX: 603.202.'422 ( DOOR TAG CB. CATCH PASIN N.I.C. NOT IN CONTRACT i/�1['I'CIFICATION DOOR ARCHITECTS P.C. A ' 2'x2' RECESSED 0 RETURN AIR DIFFUSERS - ELEVATION DESIGNATION ND. NUMBER - ' IRT IC?UItAI.('ALPS _ _J FLUORESCENT LIGHT CL. CENTERLINE 'NIISC} � ��NT G.). CONTROL JOINT ROOPI NUMBER NOM, NOMMAL KITCH- PROVIDE ACOUSTICAL PANEL TILES AT LOGATION9 T,S. NOT ?O SCALE - 1230 8W First Ave., 1300 EN N CNE DDDR PER ROOM Portland. Oregon 87204. SHOWN WITH SUSPENDED Mt.T4L CEILING GRID C.L.R. CLEAR f ,,//�� 22, © 1'x4' RECESSED SYSTE". G.S. CLEAR SEALER O.C. ON CENTER c - --- --- , - OFFICE 3� 515Ph.: (603! 223-8683 _- - WINDOW TAG, FLUORESCENT LIGI~T GM.U. CONCRETE MASONRY UNIT �6x: (603) 29�•-0827 RAY SOUCE ASSOCb►TEB, WC:. N0. O.E.OOUTSIDE EDGE 2805 BE BOTH AVENUE SIiT. 1/4' V-0" `F LOUVER TAG 2x4' SUI�,4CE MOUNTED COL. COLUMN OPP. OPPOSITE CI: AT ALL ROOMS '"'TH GRID, CONC. CONCRETE OF.C.I. OWNER FURNISHED, CONTRACTOR PORTLAND, OR 07216 WALL. TYPE FLUORESCENT LIGE+T EXCEPT CORRIDORS. CONT, CONTINUOUS INSTALLED CONTACT: RAY SOIrCiE DESIGI .1TIG'N 4' SURFACE I-1O'JNTED .- O.T.S. OPEN TO STRUCTURE E-NAL: 3615soucleromanorX: 50 com 1 �� n FLUORESCENT LIGHT d rENN FER PHONE: 503.298.8668 FAX: 603.223.4190 t:/- - WALL TYPE TAGO - G2 AT ALL i- ORRIDORS (ROOM DBL DOUBLE P.C. POWDJ:R COAT DF Rr n SEE WAIL TYPE6 4' WALL MOUNTED NUMBERS A104, A!05, A106,8105, DF. DRINKIN,; FOUNTAIN PL. PLATE l� (A-�--- - GRID TAGS EXTERIOR LETTER R UJA?Eg NUMBER DENOTES FLUORESCENT LIGWT C10i, D101,D102, A7:2, A223, 4225, DTL. DETAIL P-LAM. PLASTIC LAMINATE tj{reSrrinktp EXTERIOR WALLS INTERIOR WALLS 5210, 0206, AND D20S). DIA. DIAMETER PREP IN, PREMISNED Vjty Alnrra _ ACOUSTICAL- ENGINEER SHADED PORTON DENOTES (2) 1 rd CEILING NUNci DN. DOILP1 P.S.I. POUNDS PER SQUARE INCH Mr`h""I`� .,.�+ 2/ wPENDANT LIGHT F!YTI RE6U. DOWplur"AREA REPRESENTED. BOTH '" D�4 DRAWNING T 1 PLYWt7. PLYWOOD Tjeor"` tDAILY-BTA M 0-0 -- - �- RECESSED CAN DOu►v Gam. AT KITC:aEN P.T. PRESSURE TREATED a � � W Finl NDLEE ACOUBTIOAI, INC. r RE AIN OPEN WHEN FINISH FLOOR ELEVATION TAG D LIGHT EA. EAGN QT. QUARRY TILT° 6h�pprn►rnV _ 1 CEILING MOUNTED E.J. EXT ANSION JOINT RE1� REII ORCED 4006 BW QRPFI?H DRIVC. ?UITE ?18 MULTIPLE SECTORS Sl,OLI,4. , PORTLAND, OR 07006 0 PENDANT L!GNT w:;, G4: PRCVIDE GYPSUM BOARD ELEC. ELECTRICAL �� CONTACT: KERRE STAPOLEJ_ SECTOR A �� MATCH LINE ELEV. ELEVATION REQD REQUIRED E-MAIL: kafandreseeooua' <A }----- - -- TOG. M. SPOT ELEVATION ASSEMBLI' ON MINIMUM 31', 25 /1 I C eot+0►oup.com C/ SECTOR B p DESIGNATION f -M CEILING MOUNTED E.P. ENAMEL PAIN" R.J. REVEAL. JOINT 1 ? �Y�tX'�- (�" PHONE: 509.64.6.44?0 FAX', $03.048.5385 ?'�' Q PENDANT LIr,NT GAiXiE METAL STUD FR�.M NG AT R.O. ROIJGI-i OPENING � ' SITE PLAN FLOOR FLAN ".. 24" ON CENTER, UNLESS NOTED EQ EQUAL CITY O� IIG!ilih EXIT LIGHT - CEILING `.. OTWERIVISE. EXIST. EXISTING S.G. SEALED CONCI7ETE NC owc ® MOUNTED EXT. EXTERIOR SGP. SEAT COVER D SPENSER SHT I T ) DETAIL. TAG N F.D. FLOOR DRAIN S SLS SOAP DISPENSER ``�� y INTERIOR EXIT LIGHT - WALL G5 METAL SOFFIT PANEL ON EDN FOUNDATION 5'-` SHEET 3uedoes-409 - -- I ELEVATION 'TAC; MOUNTED I METAL STUD FRAMING. F.E. 'FIRE EXTINGUISHER 5+•,IUR SHOWER DATE: FEBRUARY 2005 J SIM, SIMILAR r FEC. FIRE EXTINCsUISNER G/+91NET '+c :4 � ,. ^ SMOKE DE.ECTOR, FF. FINIBNED FLOOR V/ � •_ �•�i JOB NO 0208.00 GEILINci MOUNTED SN. SANITARY NAPKIN R ,�/ --- tit BUILDING SECTION KEIT NOTE TAG FIN. FINISHED FLOOR 5Q, SQUARE DRAWN BY: 9rr T C, 1 -� �� SMOKE DETECTOR - FLR FLOOR 5117. STANDARD CHECKED BY: -- - -` DEMOLITION NOTE METAL DECK MOUNTED ® PAINT COLOR SYMBOL F.O.C. FACE OF CONCRETE STL STEEL 4 ExIntING TAG F,OF. FACE OF FINISH SJSP. SUSPENDED REVISIONS: k CL� -t- GLASS BREAK SENSOR - _ � � UTIL ITY ROUTE SEE PLUMBING, W.C. WATER CLOSET (TOILET) o�c WALL SECTION i 4Ce _ e AC OF MASONRY -- -- - u srr A2fd1 ® NOT IN CONTRACT MECHANICAL AND ELECTRICAL P.O.P. FACE OF PILASTER R, ROOM NAME T,�g TIB TO AND BOTTOM FA.B. FAGS OF STUD r tom' FP.R FACTORY PRIMER TB. OP OF: RD EA --__ ® MOUNTED - _. T FTG. FOOTING _ L N la R - � --} PROJECTOR - CEILING AGOUS'TICAL WALL O STRUCTURE F.RP. FIBERGLASS REINFORCED PANEL TOB. TOP Or BEAM TION ------------ o,,,o EXTEf-iiDR SEE PLAN------ -- , I+ r T.O.I. t0}° OF INS'JL ELEVATION T.60 I T.O.M. TOP or- MASONRY � FILE_02080_t0008_VE.d" _.. AI471 ® A2m2 l G GA GAUGE TP. TOILET PAPER DISPENSER S E T N Q - -- - - FILING NEIGNT C T S. TUBE STEEL -� 0 TAG 3P_AKER G U-LAM GV. LU- AMIN TED BEAM TT'P. TYPICAL THIS NUMBERED J ooww Ott DRAWING ` a ANDD TA,5 Gl_Ol1D GT,P. BD. GYPSUMIB0ARDWOOD FLOORINr, SYSTEM �� V.B. VENTED BASE ---CEILING FINISH F HM. HOLLOW METAL V.C.T. VINYL COMPOSITION TILE ABOVE FINISH FLOOR NORIZ, HORIZONTAL VERT. VERTICAL INSUL INSULATION W/ WITH M LAv LAVATORY (SINK) WD. W.ODW.B. WWITF �A� LU A 1 . 0 OFFICE CO � 1. ...,.._ '�„ 4,r � R i fid,MAM♦.•+-t+n.wr.. �H,r i,t i ' tl 9 9 1110 I I 1 ; .1 2..+ y13 1,41 'I7IIS LEOIBiLITY STRIP 10611 M'nll 1 � 3 c 5 e' � I � � I I Irinll Iliijnil u, Iiu ln ;nl nullllllliuln .j , ';,' ' C(11 I i li I�u nn III III; ill� lI ulln Iln n+�'+t j .Ic. 8 20 21 ?2 23 24 25 26 27 2P_ 29 3r_� 4 01 3 ��:;�t��`r{1k�W,� 4��I�1�� J��l,�1�1 �� JJ.I,�I�.I�J,IJJ•t�IJ,I 11 ... .. .. - - .��.0 1 . ,,. ... ., , . aa; A•. , r,Y mr ,raNYrfHa7n . .•+'" w. .... -.., . ._ .. . . .. -. . wYMr . .b,... 7 r GENERAL NOTES CXLNEt2 TIGARD-TUALATIN SCHOOL DISTRICT NO 23J AGENCIES: CITY OF rIGARD FOR ALL COMPLIANCE. 1 I SEPARATIONS: TABLE 315: NO C'GCUPANGY SEPARATIONS REQUIRED BETWEEN i 1 A21, ASID, ANC Fi OCCUPANCIES. I•HR REQUIRED BETWEEN B AND EI OCCUPANCIES. I-HR OCCUPANCY SEPARATION REQUIRED AROUND BOILER ROCN'! 3025. 104.28: THE PROVISIONS OF THIS CODE ARE NOT INTENDED TO v PREVENT THE USE OF ANY M6.TERIAL, ALTERNATE DESIGN OR I d � .•- �` METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED ` �'' �• BY THIS CODE, PROVIDED ANY ALTFRN4TE HAS BEEN -_ 3•••" " 1,11,, ^+_J, I i APPROVED AND ITS USE AUTHORIZED BY THE BUILDING M • 1 _ , I SEE ATTACHED LETTER STATING THAT 9042.4.1 IS SATISFIE � .: THROUGW ALTERNATIVE METHOD I: FULLY SPRINKLERED. FULL i \ " x AREA DETECTION (NOT IN ATTICS),FULL ACCESS AS SHOWN ON I 1 \ x ' \\\\\\\ \\\`\\\\ SITE PLAN,60' IGLUS SEPARATION ON ALL SIDES OF BUILDING, - -- TYPE II CrNSTRUC*ION, INCREASE FROM SPRINJ_ER HAZ.4RD -t--- au"'+ �j� \\ �-� TO P 2 ALL ACE E NEED TO ER DUE TO!GROUPRE,OG PAN�PLTHEF(EHFORE SPRINKLERS CAN I � \�\\ � � \\�\\\\\\\\\\\\\\\ b'_ �� •� ■ � � ■tI ,,,,j B= USED T:., SUBSTITUTE FOR I-4R CONSTRUCTION. °L- SPRINfCLERED: FULLY SPRINKLEREG \\ 508 • SUBSTITUTING i-HR FOR NON-RATED \\•` \�\\\\\-\\\\♦� ROOF' PHA -T \\ 1 �\\\\\\\\\\\Q { A8 L 3 AB SHINGLES OVER FELL OVER FIIEc TREATED CCNNSTIRUCTIONt PLYWOOD, OVER 0.15" AIR SPACE WITH STYROFOAM SPACES FOR CROSS VENTING OVER, RIGID IN£rULA ION OVER 2 LAYERS OF FRP-50 SLIP SHEET FOR 1-HR FIRE RESISTANCE, OVER \\ METAL. DECKING, OVER OPEN WEB STEEL JOISTS. 150428 \\ asati!� \\��\ \\\ ALLOWS THIS TO BE POS.3IBLE IN THIS TYPE 11 ' \\\ \ - NON-COMBUSTIBLE BUILDING, SINGE ,T'S SUBSTITUTION OF ISPRINKLER IS USED TO 152 A NON-RATED BUILDING. 1 �� \ �\\\ u � I 4y I f \\\ �. �, LQ3 NUMBER OF CABLE10A: MINIMUM OF TWO EXITS REQUIRED FROM ALL r - \\\\ o� ��\\'\\\ EXITS; CLASSROOMS WITH G:GUPANCY LOAD GREATER THAN 50. _,} \\ or�`,b'� " '" 11f� u ��\ DOOR•9: 10043.432-1: DOOR ASSEMBLIES IN RATED EXIT CORRIDORS �,■ A\\\, ��\� 1 SHALL BE FIRE-RATED FOR 20-MINUTES,MINIMUM, AND �� - SELF-CLOSING OR AUTO;'A7IC-CLOSING BY ACTUATION OFA N\' SMOKE DETECTOR NA 113.1: 90 OR 60 MINUTE DOORS ■ GLAZING MAXIMUM OF 100 �\ 1 \ \ \ \��\\\` \��\ sato •�• .\\\\\\\\\\\\ \\Wa\\ \\\\\\\\\\\\\\\\ a+ SQUARE INGHE£•. \\ \ ♦ \\\ \\\ \ \\ ` �+ \\\ \♦\\• !0013.10: EXIT DOORS FROM ROOMS WIT OCCUPANT LOADS I � \\� \\\\\\\ \\\\ t\\\\\ aa+m� � \ \j\ \ \\ \ \\\\\\\\\\\\ GREATER THAN 50 Sr,!� NOT HAVE ACHES OR LOCKS, \\\\ \\\\\\ \\\\ _ \ \ �\\v\ \�\\ \ \\\\ \\\\ \\\\\\♦\\\\`:♦\\ ExGEPT PANIC HARDWARE. L1-- - \\\\ \y !�;\`\\\\\\\\\\\\ \\\\\\\\\\\\O\ \\<\ \� \ \ \\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\ \\\\\\\\\y�\\\\\\ \ \. \ \\\\\\ \\\\\\ \\\\\ \ \\\\\\\\\\\\ \ \ \ \ \ \\ \ \\ \\\\\\\\\\\\\\ - 3923.4: OPENINGS IN A 1-4--'UR RATED OCCUPANCY \ \\ \ \\ \y \ \ \\\ \\\ ♦\\\\\\\\\\\\\\\\♦\\\`blta9i�\\\\\\\\\ \\\\\ \\\\\\\ \ \ fir+ \\\\\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\ \\\\\�\\\ \\\\\\\\\ \\\\\\\\\ \\\\\\\\\\\\\ \ \ \\\\\1\\\\\\\ SEPARATION SHA Tr4 A I- R \ \\ \\\\\ \\\\\ \\ \ \\ ♦\ ♦\ \ \\\\\ `,`'L\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\�'t�\\\\\\\\\\\\\,\\Q\\\\\\\\\\\\\\\\\\ \ \\\\`\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 9E ON LL !3E PRO ECTED W HOU Cr- _ \,,\\�,��\�\ \\? \� 1\\\\ \\\\ ��\\\\\\ ` 11 �\ \\\\, ` \\�\\\\ \\\\\\\\\\\O\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\`.\\\\\\\\\\ \\\\\\\\\\\\\\\\ \\\`\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\1 \\\\\\\X\\\\\\\ \\\ FIRE-PROTECTION RATING. ti _ \ \`\ \ \\\\\ , � � \\\\\\ - - - - - - \ \\ \ \\\\\ \ - \ \�', \>>yiy\. 10033.I.4: SINGLE LEAF OF EXIT DOOR FOR OCCUPANCY OF IGT \\\ >� \ me \� �!�0I# o.eraiw i,. �� \ \\�la,-awe ■�+ �\\ `..� OR MORE SHALL NOT BE MORE THAN 4'-0' WIDE. lair ♦\ � 1 , N ♦ �� -�o'�c '�'_ .�L'~' ■i'° �� c:'ni�'O °�:�r f • b�.'7 o :�Ill 111Z AO 0033 .15: SWING IN DIRECTION OF TRAVEL CNNLY WHEN 50 OR _ 11 1 1 \\\\ 't •y ^'� 4 -- ` - - - - FSD: 113.107, 112: EXCEPTION ST.+7E5 NO SMOKE DAMPER NEEDED - \\\\ 4 l ` - `-_- GRID D ABOVE 0/,LLERY ROOF. ♦\\\ E JT FIRE DAMPER NEEDED PUE TO I-HR FOR 12' Cr- 5046.&. y ��1a �\\ PLAhINING: o'c ' (nil \� �aeo. .e �L 1 �f 1 1 ii°�Qf G��Q! 4rI�_ a��1 fi Qf o� qJ�_ ..------ MAN== BL<44TNG A. ..a o�;c'•� I PROPOSED BUILDING HEIGHT: 32'-0" ��` i _ o� HE<44T. B. ALLOWABLE BUILDING HEIGHT: 35'-U' (p`1------ _. ._ o$'sa .a oc�w'.�`.N I a�re`.o'a".°:, `ee�-"..e _>Je"■..e .e arc o '.w x :a °..e ori o.`..�e �.._ BM PER CITY OF T,GARD 20NING 18.120.030, 33 TABLE 5-B • 2 STORES • TYPE II I-HR CONSTRUCTION 1 ;SA R PANGY ACTUAL AREAE SUCH THAT M THE Ar'R,4 of THE 1 BUILDINGSUM OF THE RATIOS OF THE ' TE OCCUPANCY DI�,!DED BY I THE TOTAL ALLOWABLE AREA FOR EAG✓~ SEPARATE OCCUPANCY SHALL NOT EXCEED ONE. CORRIDOR& 100422, EXCEPTION 2: CORRIDORS AIRE RATED DUE TO THIS i RULING StAtING THAT ROOMS REQUIRING I EXIT MAY EXIT - I THROUGH AN ADJOINING ROOM (ACTIVITY OR SPECIAL ED.) WHICH IN TURN PROVIDES ACCESS TO A CORRIDOR I 10043.43: CORRIDOR FLOORS ARE NOT REQUIRED TO BE OF FIFE-RESISTIVE CONSTRUCTION I !0043.432,EXCEPTION 2: CORRIDOR OPENINGS -•O EXTERIUR r o� H t el NEED NOT BE PROTECTED. 100135 EXCEPTION: WHERE THE TOTAL NUMBER OF OCC•L'PANTS SERVED 'S LE55 THAN 100, SUCH HALL OR �it"IAIN PLC i\ FLAN_ CORRIDOR MAY BE 4A INCHES WIDE. A1.1 1/16"■I'-0" 100533.&: STORAGE UNDER STAIRS. CORRIDOR IS NGT EXIT ENCLOSURE. TRAVEL 1001332.2: 225' MAXIMUM TRAVEL DISTANCE PROTECTED DISTANCE: THROUGHOUT 6Y SPRINKLER SYSTEM 100133.1: ROOMS • 110' WHEN SPRINKLERED \�\ ACTUAL DISTANCE 15 110' - - -- - E"`\\ --------------_ _ OCCUPANCIES: 100321 2.1: OCCUPANCY CALCULATIONS ASSUME ALL \ \\ \ \ RESTRCOMS, HALLS,STAIRS, STORAGE, MECHANICAL, IDF, RESCUE, CORRIDOR,FILE, MUD, BLACK, MACHINE, ELECTRICAL, CO5rJME, BOILER RESCUE, PASS.YGE, LIGHTS, ACCESS, FIANO, MATERIALS, AND VESTIBULE AREAS ARE ACCESSORY. SPACES. TOTAL 10@323.4: 3,140 IST FLOG OCCUPANTS SH OWN IN �\ \\\ \\\ \\\\\\\\•\\\\\\\\\\\\\\\ .�\ «CC�«CRR« \\\\\\\\\ \\�\\\\\\�C \\\\\\\\\` C�� t\\\�r.\\�«'.«RR\��\C��RR\R�\�\R\R�\�\\\\\\\\\ RRC-:RRtR\\\�\�R\n�\\\. 'C� - C`CCU� F AWY: PARENTHESIS FOR EXIT WIDTH) \\\\ \\\ \\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\ \\\\\\ \\\\\\ \\\\\\\\\\ \\\ \\\\\\\\\\\\\\\\\\\\\\\.\\\\ \\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\WIN:.\\\\\\\\\\\\\\ \\\ \\ \\ \\, \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ \\\\\\\\\\\\\\\ RCC\\\\\\\\ \\\\\\\\\\\\\\\\\�\\\\\\\\\ \\ \\ \ SIGNA,Gi 1'ED- INFORI'9ATION ABOUT A FUNCTIONAL SPACE. 9P.;CES SHALL BE `� ♦ 'Ch�`h\<\'ice\ \\4\ - \ \\�\\\\\\\\ \\\\ \\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\.�\\♦\ \\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ CODE .1DANCs: ADA COMPLIANT. j ._� \\\�►►U11v\ ` \ rte- 1_ \\ \ \ \ i. \ \ 4.12(1) a1taal�at t� \\\\\ w \�li� mat iii\� a woe I \ \\\ \\\` STAIF's!lAYS: 10@136: STAIRWAYS SERVING 100 OR MORE _ €i'-0" IN WIDT 4 ' �+ e .M \ \ \' .s flu 1JI mm�•yio .' , \\ o��"�' j■ .7 o«iol`c'' MINIMUM. �\ - o��ok'.a - i \\\� T-T T-' 4IP 1 \\�N I, •a " g�ai��d a=j 'SY�t ti■Y I __ ice_ a O. <<,. ,=M AWA JV�, �r dBaLb�sw �.wtr `o Nto °rRAO OAC MAXIMUM OCCUPANCY TABLE h m0cm DEftw"TION MAX.000LIPANCY �- - � �•+r"- - 1 � ..__.- _•._. - - GYMNASIUM 8201 ( 4,530 OF / 15 ) 302 -- - -- - -- ��- p•••�" -,- �5 ~ - - E L L Q 8 r7 S L C C,`., -_.-. V s MULTI-F�I.IRPGSE C201 ( 3,195 OF 15 ) 241 a2 LOLUEFR P _00R FLAN 6011 EACH A88EMBLY OCCUPANCY SPACE NOTED A©OVE SHALL BE PROVIDED WITH A SIGN Al 1 Vtb••i'-fD" I i DE8IGNATING THE MAXIMUM OCCUPANC!-FOR THAT 8PAGE. F 1290 8W First Ave., 1300 Portland, Oregon 07204 11 (5031 223-8883 Fax: (503) 294-0827 EXISTING SITE NEW SITE LEGEND I AREA ANALYSIS PLUMBING FIXTURES I. ZONE, CITY OF TIGAl4D R-1, r:ONDITIONA_ USE. 1. ZONE: CITY c. TIGARD R-1, CONDITIONAL USE. �B �� ACTUAL -AREA __ I. PLUMBING FIXTURES 5"•ARED BE WEEN OCCUPANCY TYPES. EAST UPPER RESTROOMS TO 5'41 -HOUR OCGUP-WiCT SEPARATION ��a, �� OPEN DURING EVENTS. 2. TOTAL SITE AREA: 3''1,853 SQUARE FEET • APPROXIMATELY 8,61 ACRES I I E-1 II-INR M41N 35,846 -20,200 BASIC (2-STORY) 2. TOTAL 917E AREA: 466528 SQUARE FEE? APPROXIMATELY 10.11 ACRES. LOWER 231E,.4 x2 (4-SIDE YARD) 2. STUDENT AND STAFF COUNT PER TIC,ARD/TUALATIN SCHOOL DISTRICT.STAFF RESTROOM COUNTED 3. RIPL-RVIOU8 AREA: F°AVING: 63.126 SQUARE_ FEET I-WOUR RATED CONSTRUCTION s e s� �� (1-NR ■ NR x15 (TRAVEL DISTANCE) D. R'1PERVi0U8 AWA: EXISTING F�AVING 0 SQUARE FEEL ----------- TWICE A9 UNISEX, POOR LAtG1-4-SET TO HAVE VACANCY INDICATOR EXISTING SIDEWALK: O SQUARE FEET SIDEWALK. 35,181 SQUARE FEE` SPRINKLERED TOTAL: 69,@12 60APOO PER PLC C' E1Si°�Tl �I.LLnINGSrQ.YLK��2EL-_- J.I(z(�_° �E1BE L. X11`QI �Q� E----------__ 44%;�_OQ ?I E r � 1-HOUR RATED CEILING F\`•`````` T`��Q x2 FLOORS 3• URINAL COUNT REQUIRED REPRESENTS PORTION OF WATER CLOSET COUNT (UP TO 50% PER UBC �( TOTAL I`MrIERVIOUS SURFACE, 143AM 60LIARE FEET \\\\\\\\\\\\ 121?Om TOTAL CHAPTER 29 TOTAL fl"fF"ERVIOUS SURFS : 1;66 SQUARE FEET CHORIZGNNTAL WALL: SEE L,\�"�.�.,,,� (0025% LOT COVERACsE) (36"% LOT COVER GE) DETAILO --_----- -- 4. DRINKING FOUNTAINS PROVIDED ON SINK IN EACH CLASSROOM. J 5 2 A2.1 II-IHRe '`LAIN: 4, 530 13,5((® dASIG(2-.&TORY) LOWER: 0 4. PERAC1I18 AIW4 TOTAL PERVIOUS SURFACE: 404-541 SQUARE FEET 4. PERVIOUS AREA: TOTAL. PERVIOUS SUBAGE: 234,023 SQUARE r-EET (1-HR ■ NR (99.15% LOT COVERAGE) (61.94% LOT COVERAGE) SPRINKLERED) OTS 4,630 13AM )WER FLOOR. s 5. PARCMG. EXISTII•Y,•I: COM!-'AC;T: 0 5. PAR KNG, RGC�JIRFD TIGARD ORr)NANCE FIGURE i8.165.1: 3 B 1'-IHR MAINS I, 500 11130" BASIC (2-STORY) s STAFF RESTROOMS ARE UNISEX WITH SIGN HARDWARE. 50% COMPACTLOII�Ils 0 s wl 24' AISLE i STANDARD: 0 - $0 STANDARD 81@61a3-b w/ ' I LLL (I-NR NR +; SHARED FROM OCCUPANCY TO OGGUPANG" ! - • AI F 4 ___S�ERED_) •O AL. I,600 104N00- cc% _ _ - O TOT. OR 1' b"xlb'-b" II/ 28' ISLE M N LOUR EXITING OCCUPANTS 1558 DATE: FEBRUARY 2006 VAN ACr SSIBLE NG: 0 HC: 0 _ OR e'-b"xl8'-6' w/ 28' AISLE - S-1 11-IHR MAINS '169 IBm00 DASIG(2-STORY' LOWER FLOOR EX.ITINC OCCUPANTS: @@E, LOU)ER: 160 JOB NO,: 0208.00 FIGURE 18.1652: _ ---- 707AL: 2366 (I-FUR NR DRAWN BY: SKS A IDENTFFICATIOIN, LAX LOT ID: 21C0 1 1300 2 TO 35 STALLS PGR CLAS9ROc711. 3PRINKLE:PE TOTAL: 90y IB00E PER FLOOR _-_-__- LEGAL DESCRI�TIO!J: 2SI¢) SAC, 2810 SAG 28-5 FORMAL CLASSRCIUM9 (15 OF WHICH ARE ACCESSORY SPACES) x2 FLOORS CHECKED BY: SKS F 51 TO 99.15 W/OUT FORMAL "ZONING - -- - - - ADJUSTMENT". _ �rp00 TOTAL REVISIONS- MAIN GRO66ioo1� 44TAL � E-1 PLUMBING FIXTURES F'RUVIC7ED. GR068: OF. TOTAL � __ .. C:Of•1PAGL• 44134.10) TOTAL ra1,849 STUDENTS STAFF STANDARD` 36 XX GROSS: SF. TOTAL -- ACCESSIBLE HG: EGRESS OCCUPANT cJC,'IJNT ? M,4LE _--FEM,gLE MALE FEMALE - VAN ACCF_991BLE HC: I _ COD_ PROVD. COD . CODE rc PR7VD. CODE -- FILE: 02080_101CI VE.dWp--- CARPOOL / VANPOOL 5% OF Bm: A OCCUPANCY RATIO: E) TOTAL: 35A48 (EI) 35AWS b0�b0@' • 592 ObETB: 1:j0 9 1:25 13 # 2:16-39 3♦ 2116-35 0 - 81 TOTAL,AND 8b BUSSES -- - _-� (MAIN FLOOR ONLY) A2.1 TOTAL, 4!;30 (A2.1) 4!�'XA / 13!500 • 336 •2.A A •2-A 44 BICYCLE PARKING B 07AL= I!•0m (B) 1,5010 ; 1800 • Oe3 URsNALSr IJP TO 4 � NA NA UP T: NA NA _ N 46 C 7 rAC7 AT VEST ACCESS ROAD a1 TOTAL! 159 (91) 159 18p@0 C42 --_-- W%WC 50 1 WC OOD� MMrOAMAT10P1 6. BETCAC2K8, FRONT 30'-0" REAR 30'-0" 1215> 1 NOT OIC LAVATORIES, 1:3D _ it f4 ^1:35 - 11 fit 1:49 I 3* 1:40 C m SIDE • 20'-0" DRINKRJCs - 1 PER FOUNTAPNS: FLOOR 4 i3 1. IDENTIFICATION: TAX LOT ID: 2'00 11300 - - I EGAL Di PTIONN 2610 SAC, 29;0 SAD O=41jPANCY: 319 310 23 23 _ --- (UE3C, TABLE A-29 A) !UBC, TAL�LE A-29-A) -, 1 � L •fir.,-_•�- Y r 5 .'N•�f�P.WIAIYAN•!^M1T4r Tn-,^e--.._.... _ ti'G Alml S1f r LE(318IUY`(STR,P CIT 2 r, n a 10 11 12 13 1� Ile 18 19 20 21 22 23 24 28 29 30 r• e I 1 I 051 NON! ■ 1e' 1111MRI"l- "Ilk' I 1 , «r, , w . , 5. ,. . 5. .,.;. .,. `` _. � !! �1'MR+�a'IA111�IMNdR+� «�41'�+tMlwwMrl� , r 4 i GENERAL NOTES G9, — —GEN OWNm- TIGARD-TUALATIN SGHUOL DISTRICT NO. 23J i I AGENCIES; CITY GF TIGARD FOR ALL COMPLIANCE. SEPARATIONS: TAE+LE 35: NO OCCUPANCY SEPARATIONS REQUIRED BETWEEN I 1 1 •42.1, A3.0, AND EI OCCUPANCIES. I-HR REQUIRED BETWEEN 5 I AND EI OCCUPANCIES. )-HR OCCUPANCY SEPARATION REQUIRED AROUND BOILER ROOF t 302.5 I PREY THE PROVISIONS C)F TPIS GORE ARE NOT INTENDED TO i PREVENT THE USE OF ANY MATERIAL. ALTERNATE DESIGN OR � ° 1 METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED _ ! BY TH!$ CODE PROVIDED ANY ALTERNATE HAS BEEN x`11 •�1 APPROVED AND ITS USE QUTHOR!ZED BY THE BUILDING OFFICIAL. \ nr„ SEE ATTACHED LETTER STATING THAT 9042.4.1 IS SATISFIED \\ ' r THROUGH ALTERNATIVE METHOD I: FULLY SPRINKLERED, FUEL \\ AREA DETECTION (NOT IN ATTICS),FULL ACCEOS AS SHOWN ON711111 SITE PLAN, &C' PLUS SEPARATION ON SIDEE) BUILDING, I ALL DE OF �\ TYPE II CONSTRJCTION, INCREASE FROM SPRINKLER HAZARD 1\ - i� GROUP I TO GROUP 2, ALL REPLACE THE NEED TO SPRINKLER \\ ( DUE TO GROUP E OCc:UPANGY. THEREFORE SPRINKLERS CAN 1 \\ �'" dyy, ,\\\\\\\\\\\\\\\\\\\BE USED'USED TO SUBSTITUTE FOR -HR CONSTRJCTION, `• �o."d 1 SPRINKLEQED+ FULLY SPRINKLEREDHOW ` 508 ■ SUBSTITUTING I-HR FOR NON-RATED ROOF ASPHALT 3-TA5 SH NGLE5 OVER, FELT OVER FIRE TREATED _ 1 \\\\\\ \� \\\\ \\ c L- CONSTRUCTION, PLYWOOD, OVER 0.15'' AIR SPACE WITH STYROFOAM SPACERS } 1 - "- --" ��\ •, I 1 •�\\\�� \\�� p FOR CROSS VENTING OVER, RIGID INSULATION OVER, 2 LAYERS \\\\\\\\ OF FRP-50 SLIP SHEET FOR I-HR FIRE RESISTANCE, OVER r !1 �1-.-.-� \\\\\\\\ \\ $?-��'!�"r �°,ow'"!!:, •o S� I I METAL DECKING, OVER OPEN WEB STEEL JOISTS. 150426 Il'1 1 \\\` �\\ -A 1- ALLOWS T�'IS TO BE POSS15LE IN THIS TYPE 11 ;� �� x j• N N f— NON-COME'ISTIBLE BUILDING, SINCE IT'S SUBSTITUTION OF ��-- - - --- - \\k x \\\\\ SPRINKLER IS USED TO BE A NON-RATED BUILDING. �` \ t \\\\\\\\\ NUMBER OF TABLE10A: MINIMUM ITREQUIRED N UM OF TWO EXITS FROM ALL EXITS: CLASSROOMS WITH OCCUPANCY LOAD GREATER THAN 50. I f__I- l \\\ t! -�2Se�" 'a \\\�\�\\ --- �t--� amp DOORS: 10043.432.1: DOOR A 60,EMBLIES IN RATED EXIT CORRIDORS �t "N, SHALL BE FIRE-RATED FOR 20-MINUTES,MINIMUM,AND ��--�" -�f 1 \� \\\\\�\\ I SELF-CLOSING OR AUTOMATIC-CLOSING BY ACTUATION OFA �\ uu � SMOKE DETECTOR '"l- '— - -i--- - ------r- - - \� \\\N,N\�� -- \\ \\ •�` \ \ wrc 1131: 90 OR 60 MINUTE DOORS GLAZING MAXIMUM OF 100 \\ 1 `\ \ \Q\\\\\ :oto -� \\\\\ esrteo�4 d SQUARE ING'NES. \ ` \ \\\\\\\\ \\ \\\\ \ \\ \\\ \\ \\ \ � 1� \\ &Z-�o$.•+ 1001310. EXIT DOORS FRO!`! ROOMS WITH OCCUPANT LOADS \\\n' GREATER THAN 50 SHALL NOT HAVE LATCHES OR LG�GK9, • \ EXCEPT PANIC HARDWARE. _--- -_ \ \\\\1\\ \\\\\\\\\\\\\ \\ \ . - . \\\ �� \\\\\\\\\\\\\\ \\ �'\ \moi\\\\\\\>> \\\\\\\\\\\\\\\\\\llh !llt�'E\�l!!: �!!h� !� Akl�\!!!E\�\�!!!E\Z�!llC .\ I 3023.4: OPENINGS INA I-HOUR RATED OCCUPANCY \\ \\\\ \\\\ \\ \\ 11� \\ \ \ \\\\\\\\\\\\\\\ *��\ \\ \\ \\\\\\\\\\\\\\\\\\\�It+LA\\\\\\\\\ \\\ 4um\ - `\\ \\ \\\\\\\\\\\ \\\\\\\\\\\\\N \\\\,�\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\ SEPARATION SHALL BE PROTECTED WITH A I-HOUR \\\ \\\ \ \ \ �� \\\ \.\\ \\\\\\\\\\\\\\\•\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\.\\\\\\\\\\ \\\\\\\\•\\\\\\\\\\\\\\\\\,\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\`.\\\\\\\\\\\\\\\\\\\\\\\\y\�\\\\\ !\�\ F IRE-PROTECTION RATING. _� \ \\\\ \ \\\\� 1� _ \\\\\�V� \\\\\\\ ---- - - � aiiliL\�Nii iiii N. y y \\ \\\\\\ I \ e� �771'- 1003-31.5: ^" � - - __. \`• \Alii• \� _� 10033.1.4: SINGLE LEAF OF EXIT DOOR FOR OCCUPANCY OF 10 \ 1 11 ea1W`��li�, .. --- �OR MORE SHALL NO? BE MORE THAN 4'-0" WIDE. \ I 1- �y i ° .� • +�w ° .K .�wo ••!� �� o�A.W§ -„I o�ICID��r3��pxZ$WING IN DIRECTION OF TRAVEL ONLY WHEN 50 OR -__ - - =- = 11 �. 1 \� v ` ` - '- �,: a> ' '.-fr occ MORE. - PBD: 113.102, 11.2: EXCEPTION STATES NO SMOKE Dt1MPER NEEDED - I � _- _ -- -- -- — GRID D .ABOVE GALLERY ROOF. I -"�-T d' BUT FIRE DAMPER NEEDED DUE TO I-PR FOR 10 UI= 504,6.40, I � L�4a \\�� PLANNING: ! !� - LOADN ''' i.';' `\�` !j 1 MjILG'NG a. PROPOSED BUILDING HEIGHT: 32'-0” airooy�a+�rwo_m^ oom�a"n� r� a o�a4�om a sane ar�m a4�oare QA e HEIGHT: B. ALLOWAOLE BUILDING HEIGHT: 35'-0" -- - I ( oF- �+ i� a�z- r I �� I ".�ASr.'« ■'� `c-.•...Il °'` +�•+!r °«S :c odL � sr+ PER CITY OF TIGARD ZONING 18.120.030,e,33 TABLE 5-5 ■ 2 STORIES - TYPE 11 I-HR CONSTRUCTION OCCUPMk:Y 5043: MIXED OCCUPANCIES REQUIRE THE AREA OF THE RATIO: BUILDING TO BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL AREA FOR EACH SEPARATE OCCUPANCY DIVIDED BY - - _..._ __._ — -- -'-- - -- -- - --�..F : I -- 1— ---- I THE TOTAL ALLOWABLE AREA FOR EACH SEPARATE I ` I OCCUPANCY SHALL NOT EXCEED ONE. ■< - -� - L - - - - �---. - - �..,^ I CORRIVORS: 100422, EXCEPTION CORRIDORS ARE RATED DUE TO THIS RULING STATING THAT ROOMS REQUIRING I EXIT MAY EXIT THROUGH AN ADJOINING ROOM (ACTIVITY OR SPECIAL ED.) - WHICH IN TURN PROVIDES ACCESS TO A CORR'DOR 10043.43: CORRIDOR FLOORS ARE NOT REQUIRED TO BE OF FIRE-RESISTIVE CONSTRUCTION, i 1 uz 10043.432, EXCEPTION 2: CORkIDOR OPENINGS TO EXTERIOI? o a NEED NOT BE PROTECTED. im0-135, EXCEPTION: WHERE THE TOTAL NUMBER L M /l I* I F L O O� �I f� J� OCCUPANTS SERVED IS LESS THAN 100, SUCH HALL OR 1 f•-� I \j J,_f-}I \j CORRIDOR MAY BE 44 INCHES WIDE. 1005336: STORAGE UNDER bTAIRS; CORRIDOR 15 NOT EXIT ENCLOSURE. TRAVEL 1001332.2: 225' MAXIMU-M TRAVEL DISTANCE PROTECTED DISTANCE: THROUGkOVT BY SPRINKLER SYSTEM 1001.33.1: ROPOM8 • 110' WHEN 5PRiNKLERED ACTUAL DISTANCE IS 110' (} - -F--- \\` ------ - OCCUPANCIES: 10032?2.1: OCCUPANCY CALCULATIONS A55UME ALL RE5TROOM5, HALLS, STAIRS,STORAGI=, MECHANICAL, IDF ` 1� RESCUE, CORRIDOR FILE, MUD, BLACK, MACHINE, ELECTRICAL, COSTUME, BOILER, RESCUE: PASSAGE, LIGHTS, ACCESS, PIANO, NN \ MATERIALS, AND VESTIBULE AREAS ARE ACCESSORY SPACES. \ \\ r� - TOTAL 100323,4: 3,140 (IST FLOOR OCCUPANTS SPOWN IN \`\ - \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\ \\\\ \\\\\\\\ CCC:UPANCY: PARENTHESIS FOR EXIT WIDTH) \ \ \\ \`\ \\Vi\ \\\\\\\\\\\\\\\\\\\\\ \ \\\\\\\\\\\`yam\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\` \\\\\\ \��>> ;;��\\\\\\\\\\\\\\\\\\\\M►\\\\\\\\\\\\\\\\\\\\\\\�\\\`\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\`i1 4`�\\\OAR \\\\\\\\\\\\\\\\�\\�\\ \\\\\�►\ \\\�\\\\\\\\\\\\\\\�\\\\\\\\\\\\\�Il.\\\\\�O\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\wt►\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\.\\\\\\\\fit\\ SIGNAGE: FED. INFOR••9ATION ABOUT A FUNCTIONAL SPACE. SPACES SHALL BE "�— \ �\�\\1\` \:.`;�\R\\\\�\\ ' - a \ \ `\�\�\\\\\\\ \\\\\ ` \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\O\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\ \ \\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\.\\\\\\\\\\\\\\\ \\\\\\�O\\\\\\\.\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\ \\` J `` \\\\\\\\\\\ \ \; CODE ADANG: ADA COMPLIANT. a "�- \\ �'�+Ail>r� \\ lli\»�yV _ \�tC \\ ��1?\�\ \\ \'� �\ '\\\�� U� L�� » \\R\' \\��y1\� `i�111y�\\\\v\\\\\\\1 • 4 -- ,-- 4.1.2(1) �+ I a�raa�ale y ., j \\ � � Amaoc \�� x„ \ \\\• \ \\\ �+� Q� 1 7 j y air, ��I �\\\ jr�•� I5� �• occ�o STA!RWAY3: 100136: STAIRWAYS SERV!NG 100 OR MORE 5'-0" IN WIDTH �-+ w _ •r •� ' MINIMUM. I �_v � 7i 7 ��----. 000-0.0 N �L' I w • m �' I ia>a ■tla�l I a��oQf ��rom 4aal�os! ` !� 4i�� rr.>raval i I O�YA�r��.IGT. JO pp��`y � pI(�G,�.C, ]e — — - OGCiirb N lI OW LPO.. WAWA. I "A I 07 LOAD N O— 'aw �r it r 1 MAXIMUM OCCUPANCY TABLE ROOM C"1131NATION MAX.OCCUPANCY � �� - - - GYMNASIUM 6201 ( 4,330 OF / 15 J 302 MULTI-PURPOSE C201 ( ?,105 SP / 15 - J 241 - - - I 2 LOWED. FLOO1R FLAN I I EACH ASSEMBLY OCCUPANCY SPACE NOTED ABOVE SHALL BE PROVIDED WITH A EIGN I I - DESIGN4LNG THE MAXIMUM OCCUPANCY FOR THAT SPACE. A1.1 I/ib"■I'-0" I 1230 8W First Ave., #300 I Portland, Oreron-6720` Ph.: (503) 223 864 = Fax. (503) 294-0827 EXISTING SITE NEW SITE LEGEND AREA ANALYSIS PLUMBING FIXTURE=S i. ZONE CITY OF TIGARD R-1, CONDITIONAL USE. A� w�TUAl weed wl � UwR f ieew I. ZC 1E: CITY OF TIGARD R-1, CONDITIONAL USE. _ I. PLUMBING+FIXTURES SHARED BETWEEN OCCUPANCY TYPES. EAST UPPER REBTROOMB TO STA` I-POUR OCCUP4liGT SEPARATION �� a>ra>•� ------- t -- OPEN DURING EVENTS. 2. T JTAL bi(E AREA: 466-528 SQUARE FEET . APPROXIMATELY 1011 AC^sE9. 2. TOTAL SITE AREA: 31'1853 SQUARE FEET AP?ROXIMATEI_Y 1361 ACRES. E-I II-IHR MAIN: 35048 20200 BASIC (2-STORY LOWER: 23,164 x2 (4-8IDE 'T ARD) 2. STUDENT AND STAFF COUNT PER TIGARD•rrUALATIN SCHOOL DISTRICT. STAFF RESTROOM COUNTED 3. 1 1PERViOU5 AREA: EXISTING PAVING: 0 SQUARE rEET 3. IMPERVIOUS AREA: PAVING: 63,126 SQUARE FEET I-POUR RATED CONSTRUCTION �e (I-HR • NR x1.5 (TRAVEL DIST4h!C-E TWICE AS UNISEX. DOOR LATCH-SET TO HAVE VACANCY INDICATOR EXISTING SIDEWALK: 0 SQUARE FEET SIDEWALK: 35,181 SQUARE FEET SPRINKLERED% TOTAL: 59012 4!J�600 PER FLOOR y1�%�✓�'y"{/ r @t111E1Kt _ 44 SIA FEET nccct c x2 FLOOM 3. URINAL COUNT REQUIRED REPRESENTS PORTION OF WATER CLOSET COUNT (UP TO 5C% PER UB� �, I I-HOUR RAfFD CEILING f\ T\� TOTAL IMPERVIOUS SURFACE: 143830 6G>1JARE FEET a ` \\\\\\\\\\\\ 121$00 TOTAL CHAPTER 29). TOTAL IMFEERVIOUS SUMFACE. 1166 SQUARE FEET (361(4X. LOT T (HORIZONTAL WALL) SEE k►a\av��i.aa� _ _ (0025% LOT COVERAG+E� DETAIL _ a 4• DRINKING FOUNTAINS PROVIDED ON SINK IN EACH CLASSROOM. 2 AZ•I II-INR MAIN: 4, 530 13,5G+E BASIC l2-..TORS,' AS 5 LOWER: 0 4. PERVIOUS AREA: TOIAL. PERVIOUS SURFACE: 404,541 SQUARE FEF-' 4. PERVICU8 AREA: TOTAL PEIF1/IOUS SURFACE: 234,023 SQUARE FEET (1-HR - NR (99.15X: LOT COVERAGE) �) - - - - (61.94X. LOT COVERAGE) SPRINKLEF:EL- TOtALr 4,590 13,500 PER FLOOR a 5 PARACING: REQUIRED TIGARD ORDINANCE FIGURE: Ig 165.1: 3 5 II-IHR I MAIN: 1, !500 18jTM BASIC(2-STORE ' + STAFF RESTROOMS ARE UNISEX WITH SIGN HARDWARE. 13. PARKMCs: Ext TIt1G COMPACT: 0 ! LOWER 0 STANDARD: 0 50% CO`1PACT . 8'x16'-b" u/ 24' AISLE (1.► r ++ SHARED =RCM OCCUPANCY TO OCCUPANC`- VAN ACCESSIBLE HC: 0 PC: 0 OR T-b"x:5'-b w/ 28' AISLE SPRINICL.ERED) TOTAL: 1,500 IOOD FLOOR 50% STANDARD • 10'x18'-b" w/ 24' AISLE 0 TOTAL -`�-- _ _.______-... __. - -_.----- . - DATE: FEBRUARY 200•. OR 9'-6"x13'-b" w/ 28' AISLE MAIN FLOOR EXITING OCCUPANTS: 1558 4 8-1 II-IHR MAIN: 159 I8j000 BASIC (2-STORY) LOWER FLOOR EXITING OCCUPANTS: we LOWERr i50 JOB NO.: 0200 0'' FIGURE 18.165?: (1-PR = NR CLASSROOM, TOTAL: 1366 --------- -- DRAWN BY: SKS' IDENTIFICATION: TAX LOT ID: 2100 41300 2 TO 35 STAL:-S PER CLASSROOM, SPRINKLERED) TOTAL+ �5 180M PER FLOOR LEGAL L>=SC.RIPTION 2510 9AaC, 281(4 SAD 285 FORMAL CLASSROOMS - (15 OF WHICH ARE ACCESSORY SPACES) x2 FLOORS CHECKED BY. SK 51 TO S"315 ADJUSTMENT". I--ORMAL "ZONING - _-- _ 9600 TOTAL_ REVISION FLOM PROVIDED COMPACT! dd (34-10) MAIN 6F• OTAL E-1 PLUMBING FIXTURES — T GTOTAL 61049 _ STUDENTS STAFF_ STANDARD:ANDARD: 36 --- - - - EGRESS OCCUPANT COUNT Xr� GROSS: - SF. TOTAL MALE -- - FEMALE — MALE FEMALE ACCESSIBLE PG: 2 .-. ?t VAN ACCESSIBLE PG: I COD F; PROUD. CODE Ems"' I'10`'1N. CODE Cr.s . CODE 7, -_ - - - - - -- --- FIL�1 0�090_101CI_VE.dwp �! CARlOOL / VANPOOL 5% OF 84^: 4 WATER - y __ _ OCCUPANCY RATIO: EI TOTAL: 35945 j /El) 35545/i0b00 592 1:90 9 # 1,25 - 13 'a� 2:16-3"a !I 2:Ib-95 C 0 1 1_TC71•A_,AND 85 BUSSES ------ (MAIN FLOOR ONLY) A2.1 TOTAL. 4,13901 (A2.1) 4,530/ 13,54.^0 • 336 CLOSET 44 lSICYCLE PARKING B TOTAL: 1 500 (B) 1,500 / 190M - 083 URNS, UP t0 -1 UP TO r' +I6 COMPACT AT WE6T AC ES6 ROAD 61 TOTAL: lbs (81) '1139 / IOANM .042 _- 50%WC 4 +a NA �:� NA 50% WC �� NA N4 NA N CODE INFORMAT;ON ' . EICTI�A(y 8: FRONT 30'-0" 11 # 1.35 II # 1.40 5# 1:40 C 0 ip y REAR - 30' 0" 1.05> 1 NOT OK LAVATORIES: 3F o 1; `;IDE 24^'-0" j - -__— FOUNTAIN PER 4 1.IDENTIFIC-ATION: TAX LOT ID: 210E 4 1300 i FOUNTAINS: FLOOR - LEGAL DESCRIPTION: 2810 9A.G, 2510 SAD OCCUPANCY: 910 310 23 23 -^ — (UBC, TABLE 4-29-A) (UBC, TABLE1 e �x•rp1dM1411'iWP:, LEGIBILITY STRIP 9 10 1 I 1I, I_a 4 8 II' 9 19 20 21 22 23 24 25 26 2:' try 29 30 OI p HONI • i _��M, �tii.�i,�,�;.1��.�,�al>lug,l�Ja,1,�.l�l�J,�l.t.la,l�l�I��I�,u,(IJP,11�'I.�IiW.��,�1t11�1,1.�!au�!(�!.�1��t,�.�t>I,It�J��ldl�l��tlal ,►l�l►.l�•�IIJ ,��1� . I' bra .r., , .. "'`� : n ,- ''�!IM".+M.�. ..'h' - 'ryM"1•'JyyyNaN,RnM9M1JMMrnb,u,a.+.,�+p^.'M'!aryRa,{q++etMw �� .3��11,a!w+.,nw�„m+:.,, ,t..ie.�n• ,.. �., -_ ., • ,. ,, . „ .;; .. ,... .. rldr4P'1Iw�!4�I11.'w�l•e!rt�w. 04, s a ALBERTA RIDER ELCMENTARY ON � SITE IMPROVEMENTS a{ ERAL NOTES: LL 1• ALL WORK SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS, •,5 r SPECIFICATIONS, CODES, AND REQUIREMENTS OF •THE JUR I SD I('T I ON, THE !• ALL CONSTRUCTION MATERIALS & METHODS SHALL CONFORM TO THE LATEST EDITION ? ALL PUBLIC WATERLINES SHALL BE INSTALLED I N ACCORDANCE WITH CITY OF Fv G[O1'ECHN!CAL INVESTIGPTION FOR THIS PROJECT BY URS, INC. AND THE >= OF CLEAN WATER SERVICES' DESIGN & CONSTRUCTION STANDARDS FOR SANITARY TIGARD 'STANDARDS AND BE THOROUGHLY FLUSHED AND CHLORINATED AND f } PROJECT SPEC i F I CAT I ON!, E ROVED B r THE CITY OF TIGARD CARD F`R I OR TO SEWER & SURFACE WATER MANAGEMENT, RESOLUTION & ORDER NO. 04-9. POTABLE WATER TESTS SHALL B APP WFs ' aarde St � a � #�� Mb11PY�11�') g I '5 ANY METERED SERVICE HOOKUP, ALL TESTING SHALL BE IN ACCORDANCE WITH THE �$t 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THIS PROJECT 2` ALL STORM SEWER PIPE SHALL BE INSTALLED WITH WATER-TIGHT JURISDICTIONAL REGULATION. '�� - �mLjj t -- - IN ACCORDANCE WITH THE PLANS INCLUDING SUCH INCIDENTALS AS MAY BE JO I NTS. ��, �_ i__ - fSw.Chandler Dr NECESSARY TO MEET COMPLETED PROJECT. AGENCY REQUIREMENTS AND OTHERS AS NECESSARY 8. PUBLIC WATERL I NES SHALL BE PRESSURE TESTED A T 15(. PSI FOR 2 HOUR. TO o �,1e V I / i W� I r TO PROVIDE A COMPLETEII PROJECT. 3. ALL RAIN DRAINS OR FOOTING DRAINS SHALL BE CONNECTED TO THE METER HOOKUP. IV W i STORM SEWER. a. 4 r- 'y i 3. THE CONTRACTOR SHALL HAVE APPROPRIATE PERMITS BEFORE COMMENCING WORK ON 9. FIRE HYDRANT ASSEMBLIES ARE TO BE MUELLER SUPER CENTURION 250. TH I S PROJc'"T. TH I S I'1� LUDES PROOF' FROM THE OWNER THAT EASEMENTS AND/OR 4. THE ENDS OF STORM DRA i N SERV I CE LATERALS OR P I PE STUBS FOR S I GNED A, =MENTS FOR W;RK OUTSIDE THE BOUNDARY OF THE SITE AS INDICATED THE ROOF DRAINS SHALL BE MARKED WITH A ONE PIECE 2"X4" 10. GATE VALVE SHALL BE DOUBLE DISK OR RESILIENT WEDGE TYPE AWWA C-500, WITH . ON THE PLANS HAS BEEN O'3TA I NED. MARKER, RESILIENT SEATS PER AWWA C-509-80 AND EPDXY COATING PER AWWA C-550••90. � _ •LhI � a � i BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. VALVE BOXES SHALL 9E PER "fv�jQ !� 4. THE CONTRACTOR SHALL REVIEW THE SITE SOILS AND MAKE H)S/HER 5. STORM DRAIN LINES IN THE PUBLIC RIGHT OF WAY SHALL BE CITY OF TIGARD DETAIL 503. DETERMINATION OF EXIFTiNG CONDITIONS. THE CONTRACTOR SHALL BE TESTED ACCORDING TO CITY OF TIGARD PUBLIC WGRKS CODE , � 01-� RESPONSIBLE FOR AtL CONDITIONS ENCOUNTERED. TESTING SHALL BE PERFORMED AFTER CONSTRUCTION IS COMPLETED 11. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS THAT FOR , raw �. J - -1 INCLUDING 6ACKF I L'..I NG AND COMPACTION OF BASE ROCK. THE SAN I TART' SEWER. 1 I ro pi KEEP DEFLECT i ON TEST AS DESCR I BED I N I HE AMER I CAN PUBL!C WORKS 1 S. THE CONTRACTOR SHALL KE_P AN APPROVED SET OF PLANS WITH ALL APPROVED .11E �REVISIONS OR ADDENDA ON THE PROJECT SITE AT ALL TIMES. ANY CHANGES SHALL ASSOCIATION MANUAL-OREGON CHAPTER IS REQUIRED. ALL STORM 12• INSTALLATION OF THE UNDERGROUND FIRE LINE TO BE INSTALLED AS PER CURRENT i I _ BE OE: NCD BY THE ENGINEER AND SUBMITTED TO THE ( TTY OF TIGARD SEWER LINES WILL BE THOROUGHLY CLEANED PRIOR TO DOING ANY EDITION OF NEPA 24 - STANDARD FOR PRIVATE FIRE MAINS _& !� „� IQ' TESTING OR VIDEO DEO TAPING. IV 2 `� ENGINEERING FOR APPROVAL PRIOR TO CONSTRUCTION. !3. ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET THE 6. THE CONTRACTOR SHALT. PROTECT AND MAINTAIN ALL EXISTING UTILITIES ON THIS 6. NOTIFY YOUR CITY OR CWS INSPECTOR (503-681-4444) 48-HRS. PRIOR TO PIPING MANUFACTURER'S SPECIFICATION REQU I I,EMENT S, ALONG WITH A MINIMUM i� * 1 Try - --� ��w_ SITE. ANY DAMAGE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THESE PERFORMING ANY WORK. DEPTH OF BURIAL. I"fl N PLANS, SHALL. BE REPAIRED/REPLACED AT THE CONTRACTOR'S EXPENSE. EXISTING r460 SURFACE FEATURES AND FENCING SHALL BE REPLACED IN KIND. 7. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS 14. WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER THAT FOR SANITARY SEWER. SUPPLIES FOR FIRE PROTECTION, IS REQUIRED TO EE INSTALLED, SUCH PROTECTION 7. THE CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR 'r0 BEGINNING SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND MAINTAINED r- + _ WORK. 8. ALL MANHOLES SHALL HAVE WATERTIGHT FRAMES AND COVERS PER THROUGHOUT THE TIME OF CONSTRUCTION. THIS i NCLUDES FIELD INSPECTIONS, I !�•. ` $ Y_ e CLEAN WATER SERVICES STANDARD DRAWING NO. 120 FLUSHING AND TESTING, AND FULL APPROVAL OF ALL FIRE LINES AND FIRE HYDRANTS. UFC 901.3 $iW.CA Ing Ct 8. ALL EXISTING SITE CONDITIONS AND EL-VAT I ONS SHOWN ON THIS PLAN ARE FROM SAN I TARY SEWERS: 5� -.•- RECORD DRAWINGS AND A SURVEY COMPLETED BY CHASE, JONES & ASSOCIATES: INC. DATED APRIL 15, 2004 UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL 1. ALL SANITARY SEWER PIPE SHALL BE PVC PIPE CONFORMING TO ASTM D-3034 (SDR 15. A FIRE FLOW TEST SHALL BE MADE AT NEW FIRE HYDRANT "B" TO VERIFY WATER VISIT THE SITE AND VER'cY ALL EXISTING CONDITIONS AND ELEVATIONS TO HIS 35) INSTALLED IN ACCORDANCE WITH .ASTM D-23'21, OR APPROVED EQUAL. SUPPLY OF MINIMUM DEMAND PER FLOW WORK SHEET 1500 GPM AT 20 PSI AS A OR HER SATISFACTION. MINIMUM. THE TEST SHOULD BE OONE IN THE LATE SUMMER AT THE PEAK DAILY - _ _ _, 2. MAINTAIN MINIMUM 10 FOOT HORIZONTAL CLEAR DISTANCE BETWEEN PUBLIC WATER DEMAND PERIOD. t -� z g, ANY ALTERATION CR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD AND SANITARY SEWER LINES EXCEPT AT CROSSINGS. VERTICAL SEPARATION SHALL - VICIITY M C 0 ADJUSTMENTS NEEDED TO MEET EXISTING FIELD CONDITIONS, SHALL. BE BE A M!N I MUM OF 18 INCHES CLEAR-DISTANCE STANCE WHERE WATER LINES CROSS OVER 16• A CONTRACTOR'S MATER I ALS AND TEST I NG" - "CERTIFICATE OF COMPLIANCE" WILL _ DESIGNED/APPROVED BY THE ENGINEER, AND BE APPROVED BY THE APPLICABLE SANITARY SEWER LINES. MAINTAIN MINIMUM 12 INCHES HORIZONTAL CLEAR BE REQUIRED FOR BOTH THE ABOVE GROUND AND UNDERGROUND PIPING OF THE FIRE r AGENCY REPRESENTATIVE. DISTANCE BETWEEN PRIVATE WATER AND SEWER LINES. THE BOTTOM OF THE 'PR I NKLER PROTECTION SYSTEMS. SAMPLES OF THE FORMS MAY BE OBTAINED IN NOT TO SCALE PR I VATE WATER P I PE SHALL BE AT LEAST 12 i NCHES ABOVE THE TOP OF THE G 'RE 8-1 (o) AND (b), 1997 UBC STANDARDS 9- 1, VOLUME 3, PAGES 181 AND 183. I 10.ANY CONSTRUCTION OBSERVATION BY THE CITY, OR THE ENGINEER, SHALL NOT, IN SEWER. ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO ?ERFORM THE WORK •� • !%. CHLC�n,i .HIED WATER SHALL BE DE-CHLORINATED PRIOR TO DISPOSAL INTO STORM IN STRICT COMPLIANCE WITH THE APPLICABLE CODES AND AGENCY REQUIREMENTS. 3. MINIMUM COVER ON PUBLIC SANITARY SEWER LINES IS 36" FROM THE TOP OF THE OR SANITARY SEWER SYSTEM. PIPE TO FINISHED GRADE, BACKFILL MUST BE COMPACTED TO A DENSITY NOT LESS I i.DEMOL I T I ON WORK SHALL I NCLUDE REMOVAL OF ALL STUMPS AND VEGETAT I ON THAN 957E STANDARD PROCTOR DENS I TY I N PAVED OR STRUCTURAL F I LL AREAS. GRADING AND PAVING NOTES- MINIMUM "`► V~�� DEBRIS ENCOUNTERED. CONFORMANCE WITH ALL REGULATIONS AND PERMITTING COMPACTION IN UNPAVED, NON STRUCTURAL FILL AREAS IS 90% STANDARD ' E N '° R A L NOTES 11 REQUIREMENTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE PROCTOR DENSITY, COMPACTION IS TO BE PER AASHTO T-180 STANDARD. MAXIMLM PROJECT GRADING LIMITS SHALL BE ALL PROPERTY LINES AND STREET RIGHT-OF-WAY, S CONTRACTOR. COMPACTION TEST SPACING OVER PUBLIC SANITARY LINES IS 150'. UNLESS OTHERWISE SHOWN ON THE GRADING PLAN. THE BOUNDARIES OF CLEARING LIMITS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO ^ONSTRUCTION. NO DISTURBANCE 1, CONTRACTOR TO BECOME VISUALLY AWARE 0- ALL EXISTING CONDITIONS PRIOR TO BID. 12. ALL TRAFFIC CONTROL SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST 4. ALL SEWER SERVICE LATERALS SHALL EXTEND A M I N I IV'JM OF 5 FEET INTO THE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERM 1 TED. FLAGGING SHALL BE EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES MUTCD AS MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. ( ) PROPERTY OR TO THE EDGE OF THE PUBLIC UTILITY EASEMENT. UNLESS OTHERWISE 2. CONDITIONS NOT INDICATED ON DRAWINGS O'. IN SPECIFICATIONS SHALL BE BROUGHT TO ATTENTION OF ENGINEER PRIOR MODIFIED BY THE OREGON SUPPLEMENTS. NOTED ON THE PLANS, LATERALS SHALL BE 6" DIAMETER WITH A MINIMUM GRADE 2. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER AT THE BEGINNING OF THE PROJECT TO PROCEEDING WITH WORK. 3. A R OF 2.0%, TO MONITOR. ALL GRACING AND PAVING ACTIVITIES AND FOR ALL COMPACTION TESTING IN THE STA ARTING AT STARTING ARUCT I ON MEETING SHALL. BE HELD WITH ALL INSPECTORS PRIOR TO c ANY WORK. R I GHT-OF-WAY. 3. FAILURE OF CONTRACTOR TO NOTE CONDITION, DOES NOT REUEVE CONTRACTOR OF OBLIGATIONS AND RESPONSIBILITIES TO 5. THE ENDS OF SANITARY SERVICE LATERALS OR PIPE STUBS SHALL BE MARKED WITH PERFORM WORK, Y'! 4 CON TRACTOR TO LOCATE AND BE FAM I L!AR WITH ALL EXISTING PROPERTY A ONE PIECE 2"X4" MARKER. 3. STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS AND/OR FINISH CONTOUR LINES SHOWN, UNLESS CTHERw!SE NOTED. 4 CONTRACTOR TO VERIFY LOCATIONS OF UTILITIES, PROPERTY LINES, AND EASEMENTS PRIOR TO COMMENCEMENT OF WORK. MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING w CONSTRUCTION OF THIS PROJECT SHALL BE REPLACED BY A REGISTERED LAND 6. THE LOCATION AND/OR STATIONING AND THE VERTICAL DISTANCE FROM THE 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH SURFACE5 „ SURVEYOR AT THE CON'TRACTOR'S EXPENSE. A SURVEY SHALL BE RECORDED WITH GROUND TO THE INVERT ELEVATION OF THE ENDS OFF ALL SEWER SERVICE LATERALS ELEVATIONS, INCLUDING REPLACEMENT OF STRIPPINGS, UNLESS OTHERWISE NOTED. . CONTRACTOR TO BECOME THOROUGHLY FAMILIAR WITH DRAWING AND SPECIFICATIONS PRIOR TO PROCEEDING WITH WORK. WASHINGTON COUNTY FOR ANY RESET PINS. SHALL BE RECORDED BY THE CONTRACTOR AND PROVIDED TO THE ENGINEER. 5. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. I it 15. THE C I TY n UST ?E PRESENT FOR ALL TEST I NG AND SHALL RECE I VE A COPY OF ALL 7• BOTH SANITARY SEWER AND WATER LINES SHALL BE TESTED TO ENSURE SYSTEM t INTEGRITY, BOTH SHALL BE TESTED AFTER CONSTRUCTION iS COMPLETED INCLUDING 6. ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC ' ; TESTING RESULT!;. SERVICE LATERAL, BACKFILLING, AND COMPACTION OF BASE ROCK. TESTING SHALL MATERIALS, AND REPLACED AFTER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. 6. THE CONTRACTOR St-;ALL KEEP THE ENGINEER AND JURISDICTION INFORMED OF BE IN ACCORDANCE WITH CITY OF TIGARD STANDARDS. 7, CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC MATERIALS CONSTRUCTION PROGRESS TO FACILITATE SITE OBSERVATIONS AT REQUIRED WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. BENCH NEW FILL MATERIAL P c B. ALL SANITARY SEWER LINES WILL 9E THOROUGHLY CLEANED PRIOR TO MANDRELL GROUND AS DIRECTED BY THE ENGINEER. I NTE..VAL._. 24 HOUR NOTICE I S REQUIRED. TESTING, AIR TESTING, VIDEO TAPING, AND MANHOLE TESTING. VACUUM TEST !S INTO EXISTING GROUND ' { ABBREVIATIONS UTILITY LOCATES: REQUIRED FOR ALL PUBLIC MANHOLES T.V. REPORTS PROVIDED BY PRIVATE 8. THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN CONSULTATION CONTRACTOR'S MUST CONTAIN INDIVIDUAL LATERAL REPORTS WHICH REQUIRES A WITH THE SOILS ENGINEER. E CAMERA WITH "PAN AND TILT" CAPABILITIES. AC ASPHALTIC CONCRETE NTS NOT TO SCALE t I. THE CONTRACTOR SHAD HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO 9. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL FILLS I N BVCE BEGINNING OF VERTICAL CURVE ELEVATION �'; POINT FCURVATURE xr STARTING ANY WORK. FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS. THE CONTRACTOR SHALL COMPACT 0 0 9. NOTIFY YOUR C I;Y INSPECTOR 48-HRS. PRIOR TO STARTING WORK, OR ANY EACH L!FT TO A DENS I TY OF 91 X OF AASHTO T209 OR AS D I RECTED I N THE GEOTECHN I CAL SVCS BEGINNING OF VERTICAL CURVE STATION PERFORATED 2. ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON TESTING. • REPORT.. COMPACT SUBGRADE TO A LINE ONE FOOT BEYOND EDGE OF PAVING, CURBS, UTILITY NOTIFICATION CENTERCB CATCH BASIN POINT OF INTERSECTION } S1OEWALKS, AND SIDEWALK EXTENSIONS. SUITABLE MATERIAL SHALL BE AS DEF!NED BY THE DI DUCTILE IRON POUNDS PER SQUARE INCH . THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THESE 10.CLEANOUTS SHALL BE INSTALLED EVERY 100 FEET IN STRAIGHT RUNS AND ANY SOILS ENGINEER. FILL TO BE "PROOFED ROLLED" AS DIRECTED BY THE CITY IN THE PUBLIC '. RULES BY CALLING THE CENTER. (NOTE: Tt iE TELEPHONE NUMBER FOR THE OREGON CHANGE IN DIRECTION EXCEEDING 1350 RIGHT OF WAY, ELEV. ELEVATION I POINT OF TANGENCY UTILITY NOTIFICATION CENTER IS (503) 232-1987). EQ. EQUAL P•vC POLYVINYL CHLORICE I I.CLEANOUTS SHALL HAVE BOLTED COVERS PER CLEAN WHTER SERVICES STANDARD 10. ANY FILL PLACED IN BUILDING PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE EVCE END Or' VERTICAL CURVE ELEVATION PV POINT OF VERTICAL INTERSECTION 3. THE EXISTENCE AND APPRUX I MATE LOCATION OF KNOWN UNDERGROUND UTILITIES DRAWING NO. 160. CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING CODE. SVCS END OF VERTICAL CURVE STATION RP RADIUS POINT OR STRUCTURES SHOWN ON THESE PLANS WERE DETERMINED BY A SEARCH OF COMPACTION STANDARDS SHALL BE AS INDICATED FOR FILL WITHIN FINISH PAVED AREAS GV GATE VALVE RT RIGHT AVAILABLE PUBLIC RECORDS. THE LOCATIONS AND DEPTHS OF THESE UTILITIES ARE WATER L I NES: ABOVE. IE INVERT ELEVATION S= SLOPE= FROM THESE RECORDS AND ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. IISO STORM DRAIN TO ONE (!) VERTICAL UNLESS AUTHORIZED BY THE SOILS NO RESPONSIBILITY IS ASSUMED BY EITHER THE OWNER OR THE ENGINEER FOR 1. ALL PUBLIC WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LINED DUCTILE . ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT IL SS SANITARY SEWER STEEPER THAN TWO (2) HORIZONTAL L= LENGTH EQUALS , ! ACCURACY OR COMPLETENESS. IRON PIPE CONFORMING TO ASTM 536, ANSI A 2 1.5 I (AWWA C 1 51), AND ANSI A S ENGINEER. LB POUND LBF POUNDS PER FOOT TC TOP OF CURB 2 1-I I (AWWA C I 1 1) W I TH TYTON JO I NTS. F I TT I NGS SHALL BE CLASS 250 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, CLEANOUTS, LT LEFT T TYPICAL 4. CONTRACTOR SHALL NOTIFY CITY, COUNTY, ODOT AND ALL UTILITY COMPANIES A CONFORM I NG TO ANS I A 2 1-4 (AWWA C-104) AND ANS I A 2 1-10 (AWWA C- I 1 0). VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCT I ON AND/OR F I LL TO F I N I SH GRADE. STORM MAX. MAXIMUM MINIMUM OF 48 HOURS (2 BUSINESS DAYS) PRIOR TO START OF CONSTRUCTION BY DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER FLOWS INTO THE STRUCTURE 1_ n i OT 2. ALL PRIVATE WATERLINE PIPE SHALL BE PVC 0900. WITHOUT PONDING WATER. MH MANHOLE CALLING "ONE CALL" A', SC3-246-6699 OR 800-332-2344 AND Ate,. OTHER HER MIN, MINIMUM APPLICABLE AGENCIES, AND SHALL COMPLY WITH ALL OTHER REQUIREMF!47S OF OAR 3. WATER SERVICE TUBING SHALL BE AS INDICATED IN STANDARD DRAWINGSALL 13. 952-001-0010 THROUGH OAR 952-001-0090. . ALL DIRT SPOILS FROM STREET, PUBLIC UTILITY, FOUNDATION, AND DRIVEWAY CONSTRUCTION SHALL BE DISPOSED OF, HANDLED, OR STORED OUTSIDE THE DRIP LINES OF THE REMAINING WATER LINE PIPE SHALL HAVE A MINIMUM OF 36 INCHES OF COVER TO FINISH TREES. y ! 5. AFTCR LOCATES ARE REQUESTED AND UTILITY COMPANIES !iAVE PROVIDED LOCATES, GRADE. -- - f CONTRACTOR SHALL POTHOLE TO THE DEPTH OF THE PROPOSED UTILITY TO VERIFY 14. ALL WET WEATHER CONSTRUCTION MEASURES SHALL BE IMPLEMENTED AS DIRECTED BY THE CIVIL RO V LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH SOILS ENGINEER 1N ACCORDANCE WITH THE CITY OF TIGARD STANDARDS 4. ALL TEES, BENDS AND ENDS OF WATERLINES SHALL BE BLOCKED WITH POURED IN . EMENTS LEGEND CONSTRUCTION AND PROVIDE WESTLAKE CONSULTANTS INC. AND THE APPROPRIATE PLACE CONCRETE THRUST BLOCKS IN ACCORDANCE WITH THE CITY OF TIGARD G; INSPECTOR, 72 HOURS NOTICE OF ANY POTENTIAL CONFLICTS. STANDARD THRUST BLOCKING DETAIL NO. 560 15. WET WEATHER CONSTRUCTION• COMPACTED CRUSHED ROCK BASE OVER A NON-'MOVEN GEOTEXTILE FABRIC UNLESS OTHERWISE I 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE RELOCATION OF 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER RECOMMENDED BY THE SOILS ENGINEER AND APPROVED BY THE CITY. PROPOSED CONDITIONS 6URIED AND OVERHEAD UTILITIES. SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES AS REQUIRED BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HLALTH. _ _ RIGHT-OF-WAY/ te l!ANEnl1S UT I L I T ES: PROPERTY LINE IELUS +� 6 NO VAt.VES SHALL BE OPENED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF ■ CATCH BASIN /� ELZCTR I CAL, TELCPHONE, GAS, AND T.V. SERVICE SHALL BE COORDINATED BY THE TIGARD WATER DEPARTMENT. --- -- - -- WETLAND BUFFER LINE A��:�iC �A�1 LOCATION.. CONTRACTOR WITH THE APPROPRIATE UTILITY COMPANY, INCLUDING VAULT AREA DRAIN/ LANDSCAPE DRAIN -------- EASEMENT ARCHTECTS P.C. 2. UTILITY TRENCHES ARE TO BE DUG, UTILITY CONDUIT IS TO BE PLACED, UTILiTr ■ DITCH INLET _ __ STORM DRAIN LINE 1230 8W First Ave., •300 T MANHOLE Portland. Oregon 97204 TRENCHES >RE TO BE BACKFILLED, VAULTS ARE TO BE INSTALLED AND TRANSFOR,MEI= �SHEET � SWALE FLOWLINE u•0 P!�.: t603) 223-1�t3s3 PADS ARE TO BE POURED BY THE CONTRACTOR PER ELECTRICAL. TELEPHONE, GAS -� INDEX CLEAN OUT Fax: (803) 2GA-0827 AND T V. SERV ICE PLANS AND STANDARD SPECIFICATIONS. � � y �- 3. ALL OPEN CUTTING OF EXISTING STREETS SHALL BE PATCHED WITH A.C., COLD -� - SANITARY LINE FIRE HYDRANT ---- ----- '1- (TEMPORARY) OR HOT MIX, AT THE CLOSE OF EACd_�,gIA DAY• TRENCHES SFIA!.L NOT WATER INE BE LEFT OPEN OVERNIGHT. t! FIRE DEPARTMENT CONNECTION NAME: N0. NAME: NO. FENCE 4. PROVIDE 18-GAUGE TRACER WIRE FOR AL' NON-METALLIC UNDERGROUND PUBLIC ■ WATER METER STORM DRAINS, WATERLINES, AND SANITARY SEWERS. ALL LOCATOR WIRE SHALL BE -101-- PROPOSED CONTOUR- 1F1. INTERVAL C11 BIO-SWALE PROFILE & DETAILS C31 o Pte.-100- BROUGHT UP TO THE TOE' RUNG OF ALL MANHOLES. GENERAL NOTES . . 9 WATER VALVE P - -100-- -• PROPOSED CONTOUR-SFT INTERVAL � c�� EROSION CONTROL NOTES & DETAILS C1,2 DETAILS C'4'•1 -- -- -- SEDIMENTATION FENCE 0 BACKFLOW PREVENTOR 504 OOPE SITE SURVEY C1.3 DETAILSC � � DOUBLE DETECTOR CHECK VALVE WITH VAULT 4n"` � GRAVEL CONSIRUC710N ENTRANCE l� EGO , ' Q� SITE DEMOLITION PLAN O 9� '"TRY ,2' DCV DOUBLE CHECK VALVE ASSEMBLY WITH VAULT ick 'RENO �� j OREGON LAW REQUIRES YOU TO FOLLOW RULES *NOTE: [X] WATER METER WITH VAULT (SIZE NOTED) ADOPTED BYO THE I OREGON UTILITY NOTIFICATION CENTER. THOSE RUL0090S EROSION CONTROL PLAN C2,0 SYMBOLS SHOWN ON PLAN VIEW ARE NOT TO SCALE. HANDICAP PARKING SYMBOL EXPIRES 6-30-20061, ARE SET' FORTH IN GAR 952•'•OU-0010 THROUGH OAR 952--001-0090. TA I YOU MAY OBTAIN COPIES OF THESE RULES BY CALLING THE CENTER. GRADING PLAN SEE DETAIL SHEETS FOR ACTUA- SIZES WHERE APPLICABLE. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION C:2,1 T CENTER IS (,,503) 232-1987), SIGN (STREET/STOP) DATE: 06 JAN 06 C3,0 SITE UTILITIES JOB NO.: _~ -138400 :? r _ _ _ ?a UTILITY STA��, ; THE UNDERGROUND UTILITIES SHOWN ARE U> DRAWN 9Y:� MPC -- CHECKED9Y: PRT •; PER FIELD MARKINGS AND RECORD DRAWINGS PROVIDED BY THE Project # 8860 -.� r RESPECTIVE I.JTiUTr' AGENCIES, LOCATION U. NON-OBSERVABLE AND/OR R*-,-- ----,----,---EVISIONS:_- .- . UNDERGROUND UTILITIES ARE SHOWN FOR INFORMATION ON'_Y AND ARE TI- NCT GUARANTEED TO BE COMPLETE OF: ACCURATE. Quarter Sec 4516 Downstream MH s UTILITY VERIFICAT]ON; CONTRACTOR SHALL POTHOLE TO VERIFY --------- LOCATION OF ALI, UNDERGROUND UTILITIES PRIOR TO COMMENCING I AREA TABLE QI IX � CONSTRUCTION AND SHALL PROVIDE 11E8TT AIB Ct1NyiJiTANT'8, INC. FILE: 13840eC101 72-HOURS NOTICE OF ANY POTEATIAL CONFLICTS. --- IMPERVIOUS SURFACE 140,668 SF (3.23 Ac.) Z -� - - PERVIOUS SURFACE 95,084 SF (2.12 Ac.) ESTEAKE GENERAL NOTEB CONSULTANTS mc. � ( } C TOTAL: 237,752 Sr- (5.41 Ac.) I ENGINEERING • SLTRVE17NG ♦ PLANNING PACc� 01115 S CORPORATEFIC . SQOLA PARKWAY, SUrrF. 160 (503 684-0652 W ARQ OREGON 97?24 FAX (503) 024-0157 .... �«,�. .».^. °.��Wrn •"fVi1MA+IMteIMINNrYIr . �r ,•r� LF.C318Il n►r aTtRIP 2 3 4 3 � n R 9 10 It 12 13 n g 8 ca 21 23 24 25 27 2B 29 3C `. CI I I OI � 4w1 a 1 .t yr1 1 1 yyyy :I..iIS 1 b M\ . -. 4...r..w .4n,w„ra+'ra Yfx'+"wy+. y+� R'.,.m.+m.•e +e»rr.... y ....,.. .N n- � i•n , `�fY'tiM•, nttu'.eC•M4t � .,F. .,.: I - ; r�;^ a. ,�xY{iii;xrlsa�a Yuac.,...,.e:r +K'dP w„waMfUaCnorarAa+•Mf,grao r,w..-r+"r++M�lfhae"n. , ;:,.au,y. .• e?adb:r)�dy1,w SWa+I.�e.,.4 4 �I �» W�w1�b�NRNN 'aWr�+ .a+• a -44 anViY,ri.py- .,. ..':,6. I-, ti 1 , d r� U Lu WATT L I NUL• GRADING AND PAVING NOTES CONT: I. ALL PUBLIC WATER LINE PIPE SHALL BE CLASS 52, CEMENT MORTAR LINED DUCTILE 16. GRADES SHOWN ARE FINISH GRADES INCLUDING PLACEMENT OF TOPSOIL, SOIL AMENDMENT do IRON PIPE CONFORMING TO ASTM 536, ANSI A 2 1.51 (AWWA C 1 S 1), AND ANSI A LANDSCAPING. SITE GRADING CONTRACTOR TO COORDINATE WITH LANDSCAPE CONTRACTOR. 21- 11 (AWWA CII 1) WITH TYTON JOINTS. FITTINGS SHALL BE CLASS 2250 !7. GRADING ELEVATIONS AS SHOWN ON SITE AND LANDSCAPE PLANS ARE FINISHED GRADE, WHICH CONFORM!NG TO ANS I A 2 1-4 (AWWA C-104) AND ANS I A 21-10 (AWWA C-110). INCLUDES SUBGRADE SOIL, TOPSOIL, SG!L AMENDMENTS, ROCKERY AND RUNOFF PROTECTION, CONTRACTOR IS RESPONSI9LE TO COORDINATE GRADING WITH BOTH EXCAVATOR AND LANDSCAPE 2. ALL PRIVATE WATERLINE PIPE SHALL BE PVC C900. CONTRACTOR. 3. WATER SERVICE TUBING SHALL BE AS INDICATED IN STANDARD DRAWINGS. ALL WATER LINE PIPE SHALL. HAVE A MINIMUM OF 36 INCHES OF COVER TO FINISH ` I GRADE. 4. ALL TEES, BENDS AND ENDS OF WATERLINES SHALL BE BLOCKED WITH POURED IN EROSION CONTROL NOTES: SED I MEN T FENCES: _ PLACE CONCRETE THRUST DLOCKS IN ACCORDANCE WITH THE CITY OF' TIGARD STANDARD THRUST BLOCKING DETAIL NO. 560 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROIL CUT TO THE LENGTH OF' THE I. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER OFF ALL EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE 'KITH LOCAL, STATE AND FEDERAL SPLICED TOGETHER OILY AT A SUPPORT POST, WITH A MINIMUM 6- INCH OVERLAP, AND BOTH SEPARATION BETWEEN SANITARY SEWER LINES AND WATERLINES AS REQUIRED BY Rr-GULATIONS. ENDS SECURELY FASTENED TO THE POST. THE DEPARTMENT OF ENVIRONMENTAL QUALITY AND STATE DEPARTMENT OF HEALTH. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTC.NANCE, REPLACEMENT, AND 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. 6. NO VALVES SHALL BE OPt;IED OR CLOSED WITHOUT APPROVAL FROM THE CITY OF UPGRADING OF ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION TIGARD WATER DEPARTMENT IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8" WIDE BY 12" DEEP, ADJACENT TO THE WOOD POST 7. ALL PUBLIC WATERLINES SPALL BE INSTALLED IN ACCORDANCE WITH CITY OF ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE PROJECT IS APPROVED TO ALLOW THE FILTER FABRIC TO BE BURIED. UNTIL THE LOTS ARE SOLD. TIGARD STANDARDS AND BE THOROUGHLY FLUSHED AND CHLORINATED AND 4. SEDIMENT FENCE SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2"X2" POST INSTALLATION. L A- L� POTA3LE WATER TESTS SHAfL BE APPROVED BY THE C` IN ACCORDANCE WITH THE IN THE FIELD PRIOR TO CONSTRUCTION. THE MARKINGS SHALL BE MAINTAINED BY THETY OF TIGARD PRIOR TO 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THESE PLANS SHALL BE CLEARLY MARKED STITCHED LOOPS SHALL BE INSTALLED ON THE ILPHILL. SIDE OF THE SLOPED AREA. ' - .JURISDICTiONAL REGULATICN. APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 5. SEDIMENT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT ANY METERED SERVICE HOOKUP. ALL TESTING SHALL B_ BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. � 8. PUBLIC WATERLINES SHALL BE PRESSURE TESTED AT 150 PSI FOR 1/2 HOUR. TO 4 THE ESC FACILITIES SHOWN ON THESE PLANS MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL so9`^ ssys�� METER HOOKUP. CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THE SEDIMENT LADEN 6. SEDIMENT FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND 9. FIRE HYDRANT ASSEMBLIES ARE 70 BE MUELLER SUPER CENTURION 250. WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 5. THE ESC FACILITIES SHOWN ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED 10. GATE VALVE SHALL BE DOUBLE DISK OR RESILIENT WEDGE TYPE AWWA C-500, WITH SITE ::ONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FAC LITIES SHALL BE UPGRADED 7. FILTER FABRIC SHALL BE WOVEN GEOTEXTILE MATERIAL WITH THE FOLLOWING PROPERTIES: -- RESILIENT SEATS PER AWWA C-509-80 AND EPDXY COATING PER AWWA C-550-90. AS NEED-0 FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT GRAB TENSILE STRENGTH: 20 Ibf BUTTERFLY VALVES SHALL CONFORM TO AWWA C-504. VALVE BOXES SHALL BE PER LEAVE THE SITE. TEAR STRENGTH: 75 Ibf _ CITY OF TIGARD DETAIL 503. PUNCTURE RESISTANCE: 90 Ibf 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS WATER FLOW RATE: 4 gpm per sf II. COMPACTION AND MINIMUM COVER REQUIREMENTS ARE THE SAME AS TilAT FOR NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SANITARY SEWER. APPARENT SIZE OPENING: No. 30 I G` 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN I/3 THE BARRIER HEIGHT. ALL � 12. INSTALLATION OF THE UNDERGROUND FIRE LINE TO BE INSTALLED AS PER CURRENT CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION EDITION OF NEPA 24 - STANDARD FOR PRIVATE FIRE MAINS SKALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. � PLAN VIEW . I3ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET THE 8. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING, OF CONSTRUCTION YTS 0 ■ PIPING MANUFACTURER'S SPECIFICATION REQUIREMENTS, ALONG WITH A MINIMUM AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO W DEPTH OF BURIAL. INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 14• WHEN FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER g, STORM DRAIN INLETS, BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT SURFACES (� SUPPLIES FOR FIRE PROTEC',ON, IS REQUIRED TO BE INSTALLED, SUCH ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. " PROTECTION SHALL BE I' :;TALLED AND MADE SERVICEABLE PRIOR TO AND s• OVERLAP THROUGHOI' i'HE TIME OF CONSTRUCTION. THIS INCLUDES FIELD 1 0POSSIBLE.BLE. TYPICAL . PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED AS RA^IDLY AS P INSPECTIONS, FLUSHIr.G AND TESTING, AND FULL APPROVAL OF ALL FIRE LINES 7 , AND F'RE HYDRANTS, UFC 901.3 11. SEEDING SHALL BE PERFORMED NO LATER THAN SEPTEMBER I FOR EACH PHASE OF CONSTRUCTION. 15. A FIRE FLOW TEST SHALL BE MADE AT NEW FIRE HYDRANT "B" TO VERIFY `NATER ;2 IF THERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER I THROUGH APRIL 30, SUPPLY OF MINIMUM DEMAND PER FLOW WORK SHEET 1500 GPM AT 20 PSI AS A THE WET WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THE EROSION PREVENTION MINIMUM. THE TEST SHOULD BE DONE IN THE LATE SUMMER AT THE PEAK DAILY AND SEDIMENT CONTROL PLANNING AND DESIGA MANUAL CHAPTER, 4 FOR REQUIREMENTS. NOTES: DEMAND PERIOD. ( ) 16. A "CONTRACTOR'S MATERIALS AND TESTING" - "CERTIFICATE OF COMPLIANCE" 13. THE DEVELOPER SHALL REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. 1. STAKING OF BAGS REQUIRED USING WILL BE REQUIRED FOR BOTH THE ABOVE GROUND AND.UNDERGROUND PIPING OF (2) 1"X2" WOOD STAKES OR APPROVED THE FIRE SPRINKLER PROTECTION SYSTEMS, SAMPLES OF THE FORMS MAY BE 14. ALL EROSION & SEDIMENTATiON CONTROL MEASURES SHALL BE IN ACCORDANCE WITH CLEAN WATER EQUAL PER BAG. OBTAINED IN FIGURE B-1 (a) AND (b), 1997 USC STANDARDS 9-1, VOLUME 3, SERVICES RESOLUTION & ORDER NO. 04-9 (R&O 04-9) NTS PAGES 181 AND 183. 2. SURFACE MUST BZ SMOOTH CONTRACTOR TO NOTIFY CLEAN WATER SERVICES INSPECTOR A MINIMUM OF 48 HOURS BEFORE APPLICATION. GRADING AND PAVING COTES: PRIOR TO STARTING WORK OR ANY TESTING. CONTACT NUMBER (503) 681 -4444 -" - 1. PROJECT GRADING LIMITS SHALL BE ALL PP.OPERTY LINES AND STREET RIGHT-OF-WAY, CHECK DAM Detci! Drawing 4-14 UNLESS OTHERWISE SHOWN ON THE GRADING PLAN. THE BOUNDARIES OF CLEAR INI G LIM -S BIO FILTER BAG SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUC'"ION. NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTEL'. FLAGGING SHALL BE N MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. a. L J a �o 2. A SOI S,�ENGiNEER SHALL BE RETAINED BY THE DEVELOPER AT THE BEGINNING OF THE � U PROJECT TO MONITOR ALL GRADING AND PAVING ACTIVITIES AND FOR ALL COMPACTION N L) TESTING IN THE RIGHT-OF-WAY. CATCH BASIN GRATE w 1" REBAR FOR BAG REMOVAL /� ~ FINISH 6 CONTOUR LINES SHOWN, UNLESS OTHERWISE NOTED ' 3• I I GHT GRADES SHALL BE RUN BETYVEEN ALL FINISH GRADE ELEVATIONS AND/OR I / O�'� N .. = o w F'I N SH . CATCH BAST �. .•• EXPANSION RESTRAINT LL_I �, '' 2"X2"X•;'4" RUBBER BLOCKS jl ��ai�c,'P .. b z o o a 4. ALL PROPOSED ELEVATIONS SHOWN SHALL BE CONSIDERED TO BE FINISH 5l1RFA •, ; G PP o PGS' ,..,• �y• = O � � � ? �6- 0 m H ELEVAT 1 ONS, I NCLIJD I NG REPLACEMENT OF STIR I PP I NGS, UNLESS OTHERW I SE NO'_.0. ' _ 0 co ,I 5. DUST ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE. cz ` �' {�� F� PPS 0 e'• •b. :'. � � r � �S' � �c� STORM PIPE 6. ALL AREAS OF CONSTRUCTION ARE TO BE STRIPPED OF ALL TOPSOIL AND ORGANIC •� v ' p,,• '' • c '• .a d- z (/) 6 MATERIALS, AND REPLACED AFTER COMPLETION OF STRUCTURAL GRADING AS DIRECTED. 'd Lj m �'' N r .'y. POLYPROPLENE s 0 '.'G', :0 7. CONTRACTOR SHALL REMOVE ALL UNSUITABLE MATERIAL, DEBRIS, AND ORGANIC ?�''Y�;'?.'e''.,'.'• tir I- •' ""^�''f FILTER SACK (WOVEN) [� A 4 Z fV ri 4 Iri MATERIALS WITHIN GRADING AND FILL LIMITS PRIOR TO FILL PLACEMENT. BENCH RADIUS - 25' MIN. ' P• �•. �•� ? � •°' NEW FILL MATERIAL INTO EXISTING GROUND AS DIRECTED BY THE ENGINEER. '• 0 ' FJ�� E $' 8. THE REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL SHALL BE DONE IN WOVEN POLYPROPLENE SACK CLEAN PIT RUN OR 2"-MINUS GRAVEL a� �� Gam& E CONSULTATION WITH THE SOILS ENGINEER. P�ct16 a �aG� . C. THE CONTRACTOR SHALL UTILIZE SUITABLE SUBGRADE MATERIAL FOR ALL FILLS. ALL SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED Pa`A �p p p� ��pIL. K �,ta,� FILLS I N FINISH PAVED AREAS ARE TO BE PLACED IN 8" LIFTS. THE CONTRACTOR CATCH BASIN GRATE e' MIN. E L ` SHALL COMPACT EACH LIF( '0 A DENSITY OF 91X OF AASHTO T209 OR AS DIRECTED ..r� 0��1 �, IN THE GEOTECHNICAL REPORT, COMPACT SUBGRADE TO A LINE ONE FOOT BEYOND DEPTH EDGE OF PAVING, CURBS, SIDEWALKS, AND SIDEWALK EXTENSIONS. SUITABLE a. •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL POLYPROPYLENE ARCHITECTS P.C. / MATERIAL SHALL BE AS DEFINED BY THE SOILS ENGINEER. FILL TO BE " CATCH PROOFED BOOT _ BAST ROLLED" AS DIRECTED BY THE CITY IN THE PUBLIC RIGHT OF WAY. , • y Li 10. ANY FILL PLACED IN BU i LD I NG PAD AREAS SHALL BE COMPACTED. THE FILL SHALL BE 1230 SW First Ave., #300 ! �r " OVERFLOW Z I a Portland, Oregon 67204 CERTIFIED TO MEET THE STRUCTURAL FILL REQUIREMENTS OF THE UNIFORM BUILDING Si O� P r: 1603) 223-�G83 CODE.. COMPACTION STANDARDS SHALL BE AS INDICATED FOR FILL WITHIN FINISH f L) W �' Fax: 50 3) 294-0827 3-6g PAVED AREAS ABOVE. �::''. STORM PIPE Q. - cn w :• �';,•„ POLYPROPLENE ! ! ALL CUT OR FILL SLOPES SHALL BE CONSTRUCTED AT IJO STEEPER THAN TWO (2) j O • .;v'': FILTER SACK (NON-WOVEN) v N HORIZONTAL TO ONE (1) VERTICAL UNLESS AUTHORIZED BY THE SOILS ENGINEER. 11,I';�' r' c z m w 12• THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL CATCH BASINS, wI o:a CLEANOUT$, VAULTS, ETC., THAT ARE AFFECTED BY CONSTRUCTION AND/Ort FILL TO 0 _QJ FINISH GRADE STORM DRAIN INLET STRUCTURES SHALL BE ADJUSTED SO WATER NON-WOVEN POLYPROPLENE SACK 1y W a FLOWS t is TO THE STRUCTURE WITHOUT PONDING WATER. U 0 Li- i _j O a- RFD PRgcF 1 m w - J v 13 ALL DIRT SPOILS FROM STREET, PUBLIC UTILITY, FOUNDATION, AND DRIVEWAY o � 50400PE CONSTRUCTION SHALL BE DISPOSED OF, HANDLED, OR STORED OUTSIDE THE DRIP _ u Z LINES OF THE REMAINING TREES. NOTES; w 3 Q I RE Of DIMENSIONS M b 14. ALL WET WEATHER CONSTRUCTION MEASURES MALL BE IMPLEMENTED AS D I Rn:TED BY SING'F �Y o N = y� Ty 12 �bt THE SOILS ENGINEER IN ACCORDANCE WITH THE C!TY OF TICARD STANDARDS. 20' LONG BY 20' WIDE `r4 8" DEEP OF 31" MINUS CLEAN ROCK mi Fl u 0- p/`� RENO 15. YYFS WEATHER CONSTRUCT ION: COMPACTED CRUSHED ROCK RASE OVER ANON-WOVEN NOTE: - 0 = a 1. RECESSED CURB INLET CATCH BASINS MUST BE CO�sA9ELONGRCi �, 50' LONG BY 20' WIDE �}"~-� EXPIRES 6-30-2006 GEOTEXTILE V TH FABRIC UNLESS OTHERWISE RECOMMENDED BY THE SOILS ENGINEER AND BLOCKED WHEN USING FILTER FABRIC INLET SACKS. 3-n CLEAN ROCK, w X 0 APPP']VED BY THE CITY. SIZE OF FILTER FABRIC INLET SACKS TO BE GOVERNING AUTHORITY MAY REQUIRE --- 7 N Q -- DETERMINED BY MANUFACTURER. - GEOTEXTILE FABRIC TO PRNENT SUB SOIL PUMPING. DATE:_ 05 JAN 05 JOB NO.: 138408 INLET PROTECTION . TYPE 5 Detail Drawing 4-25 CONSTRUCTION ENTRANCE Detail Drawing 4-5 SEDIMENT FENCE Detail Drawing 4-16 LA> DRAWN BY MPC - --- - - O CHECKED BY: PRT- �,� REVISIONS: T� WES►TT A KE FILE, � V1384OCC10: CONSUL'TAN'TS arc. EROSION CONTROL ENGINEERING ♦ SURVE171V13 ♦ PLANNING ^ NOTES i DETAILS PACIFIC CORPORATE CENTER W 16116 S.W. SEQUOIA PARIC111Y, SUFI, 160 603 @84-0062 TIOIRQ OREGON 97224 FAX 503) 02*-0167 hal. o102 LEGIBILITY STRIP ` + C. ' 3 4 13 19 20 21 22 2.3 24 25 26 27 29 29 30 `F A c l I I 01 NON! .,,.lad,t�.r>�'�l�► �tl.��l>il�l�i�.' �ltii.�l,�.l��l�.l!1�1��,a,�J.�>l�a��! ��I �I, la1,aJ�,G� ,11.��1��i�.�tla1��,1�lJ.l�,lil��i.�ll�ltl�Jal�l�t��1,��1�..1,t,�1�1,;:�.1 MW W-0-7 ;•, , „ h ,. ..1.. <. " • lip .�. .h- .. ... .4,:. N ,.. .`...... �.:. r. •�S}wT„tl ''' MM1' �'.`.'4vw+IM'P�.K"tl'T,.-, •F�! SIhYHRh"�,,,YeRx;'• 'M%'MM!'NM.MMM { I fir r I I � � � '� '� � �•, car cv � ! A,rPlucr nwvr .�� NOTES: 7. BENCH MARK- PRENOUS TOPOGRAPHY SURREYS FOR77GAR0 SCHOOL D/STR/CT k _ J I � ASAVALI OR!✓C WASHINGTON COUNTY,j•764 2 C(W AOURS ARE A T ONE-FOOT INTER VAL SAND ARE COMPUTER GENERA IFD J. UNDERGROUND IJ771177CS ARE SU8XC'T TO AC711AI FIELD L OCA 776W f� \ CaYr wut k. 4. ALL U17L./TIES MAY NOT BF SHO OW Lt A. GRAPHIC SCA E war -cave. sgrwACK 5 1REE SPREADS ARE NOT TO SCALE I. �,� � o so .c ac claw c.vK aver V.1" AWMV MEN LR�END: •. i I: w'r ( IN FEET ) mow► 1 IN 40 FTA.A. = APPLE MH. = MANHOLE 1 lily B- = E/.ROH C.B. - CA TCN ARA SIN CE. = CEDAR 1.46'. _ /NIERT ELEVA 770N VS ItiwrOr-� �q Q caNc. wAL J CH. = CHERRY - ! : �o'► W F, - FIR WV WATER VA_VE uAlc G. D. - GAS VAL VEuu err •� I I ..rr � , Rr wjus I 1 / \�� I ;p ' ILL H = HOLLY J P.P = PON£R POLE P = P//VE Air % �\°" WT. = IREE W/UG = WN UNDERGROUND r' \ *'r• rc W WALNUT F.H. - F/RE HYDRANT Ic M. = s r' I I / , / P f .,, B. = MAIL 80)( CM V. 1 j ! r / / \�-y 4$0"r I I' / iral NOUN/AIN RCN!Or WAY 3 O.L. = OWRHEAD L/NES A'MCN I �!R rte/"-arl,00 S.S. = ,,/QM POST A*wNur 4, t[�a' •r TAX LOT i l , / / /.r. MY.. ^1 I 2000 111 Ii / r n�tr auw_- d r yw� / /' r!•-�J -..\ wCOOIORn lsrA ,; C- / \ MIA C-1 rcrc. eo.. W M. WA MR METF;R II I I _ ,1. ccwv/N,rroN cavcRrrc AS n �"'� v * CUR0 ANO 6U7TCR I / i h i/I//�. // / 1 r (,•..J� q \\ Vow \�� „. / !'NkN KV0 aNcr--, --coNCRrlr sonvur �>g 7M r� c C-L F' = CHAIN-LINK FENCE a -+L'.,.. i P.P. w/(16 '�•�-�''►� 1 ` - _� f .ANrMR . . ,,'„ ,� v",�-'•. TW = TOP OF Y/ALL _ 1 _.�- "lY✓s3I�50 •� w,'1•,,i' _ \\ `1!'� \ Ap'M{ r� I (�/I'r �� { \ -�" •' "" .L� -f, WSiAP;.. �m CO. - CAN T (A.�J e� I i Ly �) I� /� � \'�• •\• . \'a �r.a. f 1 � \�'�' 11 R -x .� _-._.._. ^-_"-..�-i�-" -�1`_A N7 �.f� -�.-.�.�r-' '_ r.Iti( r 1 I F �� \ \ \ /� 1 ,�►,jy�\ -. HoY: ��+[ - PA �.- ♦ - "� !tf a I t /I ,•ki> , r I\`\\ \ ♦`�`\\`'\1�~� _ �I1 1 ``I N'1 `i`1 -•� �y-ix�_ --_'r •IA � R�1fL 'r{► " =-.a _ edlti JAP PL / r• /! I I I /'C Tr> X'bK�, I , \ �!� �..y v - _ / 1,r"''-� ; '•� ` L�F,�T! . - _ u -mP C`. _ .yy,,, 011 S10"i- _ 7!!!1 h I / ,/ J '.,' i TAX LOT ` �� . t � � _ _ -•_-� I.._ T f. IF r // 1 I 4 1 ` _ _ ` r`^a _ `V r r �](Y � � wz Ar .SIGPF 1� � II AL Ilk -`�►r- -. /�� i �` I 1 I PP w I I II I II 1 I I r j ll• � ! - ._ .�-_ __`~- _ a '' f l --`':• -��1� _ ^`_�.`••K`�\,�� -_ ` 4T i us1 ? I ( JAC �` ��J `? uoJ \I� I r �� ix . . •r I j-'`' S• �i (ary E I ` I t i_f '�"_ 1--1f f---! I \• �T - .p' _ �-.�;��, '� �!I �^ �♦ \ / J�f'17VC•� �- � �rl'6..��o J�' !i; ' �,u Jf7. � � •• �'1 `��'� 1i �'"F i` 1 � I I� I � '� —' -- Y i1 RJo 1',�� 11 �• 1\ ''� � � /\ ' -.�C (�r.r. ,.� r � � � \ YF.W I i I It AM" /Mu'r M7.A I) , I7. I Jog v d� nn wAr wow� .=U. H/Df T 9A C-' T A•7. i I I i » ��• f AUlorr•, _ 1 ,r• , �, .,'r rely �4 N'► 1 el/fG (�• e'! I N �� - I•I 701r L'! M f� S t �� Jry tlt l I I I TAX�•,f�pT `'a i'% �• 1J'7 ( ` .s I�.I I . _ � — — — � — — r.,o•,tl� 'I Ir i V r 1 ..� /� \ „Q - H� .•�� 1 ' ,0�7t CT.t"I'• '�' Y I7. O r•- e (e• -JJyT ' ` 7. IIOY It �, 11t• 5�'r 1 y I 30-Vroe Mer J rA1,P ►'r /AY les !Ir qY '!J I 1 I I a•'• am mu ci!6y1_,1 ,J7 r.a• MAW AAW ' 0`�'J .EXISTING CONCRETE TAX LOTi r TI Mff c"Aw FOUNDATION & DEBRIS I 1600 �— mrr CUAW . — — — — — — — — — rr*477 ow accV ! A e'cCNCRrI! I MIX /►� MATs 4YYr ao7 Akr aLw JI Y. ,J7. I ,e ,�•r. ME CL&W if 17 Si 7Rr[ a4VP ,Or•P. (!'-J r mrr a4tNP f r awvP i 1 JI?, 5 ! ` :t T1w amp AX LOT �N � o I 1500 1 I EXISTING C�NCREk i WALLS llrt 1 17. I Aact - ' 1 (�Jro•l: i I I � ! , eo�. I t hMR h /•a�' /ff Gimp Ps"al,w ' 1 `I -�l, SSOCATE " ` "` ,tet ►•+►. , „ , :, I ; � ;` �:' ARCHITECTS P.C. y c ' ) / I p: l k- G / _ _ _ - ; 1•'� � IM7.1 11'9i,�.', / �/•' /� �. r. I _ First Ave.. 1 / tz3o ew X300 f r��[' r Portland, Oregon 07204 TAX LOT o I 1 ' ! ♦' pri. (503) 223-®g83 - ----- -- - — - - - - - - —1�0 T-1 �aww.,41 J / �'` ! �,� rax: 1503) 2040827 .iC ,re { �:Y / / / ` -'/ / :�.'.r.�•.,./ / !i Y r r'r Y ) 1 , r J t. ,' t '! r,.. / I i / I I l fir'• / i 1 • I i' i /~ i' �•' f 5040OPE kp TAX LOT i / / / I I 1 vyw! J / l I / / / / // / / � � / l / i / 1' � I l ! / / I 1 / / / / / / , / i // Q� O� It l / / 8-30-2008 DATE: 05 JAN 0 >r I 1 I / / / / / / i'' ,,•.,..,�.•..�....- 1 / 1 1 1 1 / Q JOB NO.: 1..3..84_.0 � _ U� DRAWN BY:In CHECKED BY: —w_ PR l r I ! / ! l / / ,/ / / a l l I / 1 / i 1 / , I 1 I +.,r~^!s rw��`,x77�• I REVISIONS: - / ' f . !^';;�,,,��-V' .1.,,..,, 1 t' r _ ._'_•_ ._......__ ,fir 1 .� / 1 t �.. � + �.�.��. �. +. �►,rr + r n-L 1' 1.- �� PG rp + one �r'� 1 I r c E• � alw FILE —_ 138408C1(-- I I � TAX LOTI �_ I I >n I I I I Z oix c!) SITE SURVEY 1100 a� 40 "V LLJ t� c - - .._ _ _ Y r •- __ -.-1 .Y�YYIIYu� + . I I 1� �1� I� � � f •r''. tj uu 1 I , I t i� _ ._ E G 1 . 3 Y+.tiw�wM11.,...-.Emy+p: .y. �.y!t�^,f,Hw rx. Y,;,� ,.._,�rel�!li►�"�: .. -.-., - -_ _...._.... .. _..,_.-.-.._..-,.,o.re... - w«, n.m ^., .. .. w..-„,,pew.. _IT �Inllllljllllllll��!Ilnl,ll i! n:li �. LEGIBILITY STRIP `a Om0.1 m 2 3 4 5 e 8 IC 11 12 3 14 I? F3 t'4 2C 21 2;1 23 24 25 26 2 LII' I I of ._...1,Jw��11� ,�� 1 Il,�l�l�i.l�1.�.!U.iJ.�l�l,� 111� 1��.�I.�,lE1�;i�.U��,J,�.iJ.l>111x.�d�.l�l.�1�,i11�?14�1�J:�.�1�,1,�1�I�,1�.1�J�,•W,iJ,1.1.11�1��,1�, �J.l,�l,��.�1�1�J�4IJ�dl�J�1�J� A Fly. .......... 0001 olooeft-- .. •*l� 9' I r'T”. ,Tfn. "+4'Ma+.'NY,. '114R" M.1 �11N 9d7 M�'d° i oil KFY NOTES: wr '4 '�� 1 REMOVE E:')STING CONCRETE WALL - 2. REMOVE EXIS PING CONCRETE FOUNDATION AND DEBRIS 3. -NOT USEO- l� J �� _1*1 "'t GRAPHIC SCA► .E �•. r. 4. -NOT USED- '�' 40 70 40 so 5 NO WORK ACCESS, TRESPASSING, STORAGE OR STAGING ALLOWED " OUTSIDE OF CONSTRUCTION FENCE UNLESS NOTED OTHERWISE. IN FEET ) T ( ) NOTIFY ARCHITECT ONE 1 WEEK PRIOR TO START OF ANY c 1 n, t IN • 40 FT WORK IN THIS AREA. 6. CONSTRUCTION FENCING. COORDINATE WITH CITY I /i rr 1 CONTRACTOR. (7) TYPICAL �, i / '' .'/ ' 7. -NOT USED- 8. -NOT USED- 9 \ 1� / 1 9. EXISTING STORM DRAIN LINE TO BE REMOVED. Ilk I / r r^ t1 '� � �• M 10. EXISTING STORM DRAIN LINE TO BE ABANDONED IN PLACE. �.ti Or `" / I i "` \ �-�'�'�-i ► PLUG BOTH ENDS. • — — — -- / ` "*` .'�\ 11. EXISTING STORM AANHOLE TO BE REMOVED. Lu 5 Nr 77 12. EXISTING CATCH BASIN TO BE REMOVED. 13. REMOVE BRUSH. ° -f s fqA Nqk r�(c GENERAL. NOTES L,�L•., �..r„®1 "--_...-. . ti ` \C_-', � ,\_ "•, , ,� ti _ - �,.r0'T il -•I�...J �� .. .i ;41 .. It '� '° ��''- - �'� CONSTRUCTION ENTRANCE/STAGING LOCATION(S) ARE AT THE w}! �_ _ !""�- 1 ~- `' I� a I CONTRACTOR'S DISCRETION. COORDINATE WITH GENERAL CONTRACTOR. LEGEND WEA A=88 (i nr �1 t TREES TO BE REMOVED �w 1 I ILij AF1 TREES TO BE SAVED r"AILL_-��ES'1'N THIS i .r ,r• I ,1 rrr �f1EP► Zlg,V.BE .'THIS s/ (, 1 r de -Al NIP X 7 J o• , -rte.ry /./ J 1', - /)' / 1 f- (� , i i ,'?' A"" .-.t ,. � rnrx-aur ...��,..�' / —�--O�-1Wfc ` ' �,` ' •,,,Im ez '; ! J rr'r I O v,'-- ! 4 4i/, AYC!aur i' 2 Or'CoYCN7T diff" WALI -3z� / - / 1 4 0 400 I rar a ' ;N I / � �— � I ;.;, i / / / �•/' I P"' MY rF aur I r�"-s7 i� � �� p• I ex \ U O FM aur / 57 J (D—\,., �-X , Herr aur r�-_� r j 1 X ' I / (!--e7 nrtr p u1r n,. ,O'7. . Y i . .�, 1 nur au.r r�--a7� / I Nj► u/��r + ARCHITECTS P.C. _X X YES ' f , ' i �sr >�7< �x Xn•r aur ,� t , f / / / 12:0 8W Flret Ave., 1900 • ' � 6 / an • on 0720A - - i i / t / / or: r $ y^ Awl awp ■ s,r r'tiM / I / P i � / / / / 'ph.: (6n3) 223-Q'�'9:� i / / %' * / / / // )� / i I Fax: (603) 294-0627 // // / 1 I/' �/' . ..."""�'' '�r` /� / / /' I I J' 1, y� �// // 11 ! � ' fir. �• / l r . ! / ,/ /� , o / /� i I i `.�� J / a / (' / i r/ / i' i l 1 /% ; Qj PRpr�`� • I / l l ! / ,' l ! / 1 II j / ! I i , �/ 5040OPE / T-1 CON ,' / / / / / y lily EXPIRES 6-30-2008 / PROaE�TY/ DOTE: 06 JAN 08 1 / ! f / i 1 I ✓ / I / �f 13 OB NO.: 138408 LO DrAAWN BY: MPC / �HECKED BY: PRT I I REVISIONS: __..-... I 1 <, E ISIONS: goes# fit iv ..' r as +� ''!•� '~ w. r - ��-rte. w.,. -77— I I WESTLAKE BILE: 13840eclC2 N I I i i - CONSULTANTS ac. I I I ENGINEERING • SURVEYING • PLANNING C�D/+� DEMOLITION 4 �/A PLA — — — — I r ' _.�..�. --- N � I PACMC CORPORATE CENTER 15115 GAREJ ORICGON 97 FARKIIAY, 91J!'fE 150 (600) 624-015" -� 9788-I FAX (6G�) 4 (� 1 le r LEUMILI1'Y STRIP "m lomn0.i�m 2 >� 0 I 12 1�3 1�4 115 IB 19 20 21 22 23 24 25 26 27 2e ?a 30 i 01 HONI • : ! l ► 1� 1a l�lt�t 1�!IL.0 I ��►JIia � 1�1��1',,I��'LL;I I I A! .I1 1,111,t�,1��, ►��' lbw l.��!l.I JII �! la l if lal► l � t �>�J I!, � �'AN w. .�'° M, ,;,, >� �tl. '•�!., . v., .. ,4.,_ .,, . .. .:,:^*.- ..+w.,, ....,... .. , ... - ..- -•ar a-.i 6a ,,:wa':V: .. N �:°"?�!' ' �,"M�} ',+".'"p"'r! :71 a!p'`rAY^[RMK"IR711M►. - :.. .. f. ;-... ,. - .tietWftnY•A+ . .'M'., - V+•"rtaWnJ.K, -, a+' wti v. .„ r4 r �r UUP �a C. (c: CONSTRUCTION NOTES= 1. PROVIDE INLET PROTECTION PER DERAIL ON SHLET C1.2 2. PROVIDE DITCH PROTECTION PER DETAIL GN SHEET C1.2 QST ACCESS ROAD: EAST SIDE OF 133RD. EXTEND PROTECTION t ~ 200 FEET SOUTH OF IMPROgEMENTS. 2 >� �) BULL MOU TAIL NORTH SIDE OF ROAD IN AREA OF IMPROVEMENT'S do 200 FEET DOWNSTREAM OF END OF IMPROVEMENTS. / ! ` SOUTH SIDE OF ROAD 200 FEET DOWNSTREAM OF END OF IMPROVEMENTS. t i GRAPHIC SCALE "d�//j .-.. Y /' ' 3. INSTALL SEDIMENT FENCE PER DETAIL ON SHEET C1.2 ° m .o 80 4. PROVIDE SWALE PROTECTION PER DETAIL ON SHEET C1.2 3 NO WORK ACCESS, TRESPASSING, STORAGE OR STAGVG ALLOWED I IN FEET ) OUTSIDE OF CONSTRUCTION FENCE UNLESS NOTED OTHERWISE. 1 IN . 40 FT s.t. NOTIFY ARCN'�CT ONE (1) WEEK PRIOR TO START OF ANY �+ '_ ''1' ••-1— \... .�—1)•—>iilid� ^— ^—�' T .-. _ _gin• WORK IN THIS AREA. 6. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE j -+ PER DETAIL ON SHEET C1.2 __w � _�• - — '`Y- - 7. SEE SLOPE PROTECTION DETAIL THIS SHEET. � • ll .01 Z. � _ '`- -•—— `\— . _ _ `' `, '�-' _ � ( ~1~ � ® SEDIMENT FENCE t} _ -FORD -01 CONSTRUCTION FENCE row Om {. - — — — — ��i 1 l / { SED! NT I TENANCY AREA __- \I i FENC TYh. 5 S,TAUCTION I 1 1 r � '� I � I I I I IXC fix 56292 T 4. ` 1 -1 ,gyp! •� I � ' , s P.B ENTARY BUILDING ' '` ll, I �, X11� F I � •,, / °" ( E tL L Tall' (E SL E L k'. I I ARCHITECTS P.C. r 1 //X /' �� / , �" .," �`'r i/ ! �/ f ! 12 0 d FOregon s! Ave., #3 { J e o I vd f f a i' / / Ph,: (803) 223-6983 rex: (803) 294-0827 oar oar All- all, 40OPE r SEDIMENT FENCE, TYF. hr Ck RENO � r /I I }1 II I} ; JN EXPIRES 8-30-2006 1 a �� DATE: - -----06 JAN 0 ;8' , ` � !' l I —=- -----=----- (, JOB NO-7 13840_ I I �`" L,[? DRAWN BY: _ MP o I J� O o ( o I � CHECKED BY:. __.__ PR I ( I W _ h _ I fs j I I - /I / I I ' f i l REVISIONS= - ` I i f 1 I l I I w F�0 _ — — — — � .. . . _ _ .... . . .w . w — � � �.,- 4•_ � � — r � c 5*i 13840®C20 e � T?� I i / ' �} �� Lfj PRA�BIQN CONTROL / ay _•_ l I 1 1 Ox CO Xj IIll low / _ _ o w �.0 %� X1`1►t'I'NINLu C 2 , Oi cm I ! I r- , 10.11..1 cm I 2 3 4 8 b 7 E, 9 10 I I 12 10 is Ig I� 19 19 O ;'i 22 2,3 24 2'5 219 2 2e 20 30 a c•. r 1 ZI I 1 OI !� 1 HOW, • 5 yY�' .....,�tWal.►.1.t1t1��1,L�1a�,!,LlJ.tlwl�l,til,i.tl�ll�lr,l,hU.l�f��.l�lal.tl�.1.�!�.�.1�1,�J,11�.Iii.tL�.j.��ij,t�tl.�ltar1,�1111�,1�U�J.�L�1�1,��.t�!�a�.i,w.�.lila!Ja,�.laJ,{�11��.;.�L�.1,t�.t�.l.lL1�1. I' ,��+{,:�.,'al.!11' 1 ,�� ,: . 'S .. sow -.`�� 1M- ,,I'� ., . l'M'?�' "�,1 ''N ,•'ta+At�••,4 u, .'1�1'rAl1Yl� M I, ITOP OF SLOPE PA• END WALL TW 567.58 TW 566.41 TW 565.00 / TW 564.29 li E WALL II I I' I H/5 BUT 2 FT. MINIMUM AND - W • 2. B 4 BW 1,1 I 562' i ! I I AND LOFT. MAXIMUM 568 0� TW N (SPF 567.50 BW �'r. _! {- , 8W '580,50 2:1 SL NATURAL OR - I 564.20TC 562.96TC '562.?BTC 561.30TC J6 ,QT' 560.1OTC ./ �" / -7 / FINISHED GRADE 56-11-0 AC 562.46AC �,561.68AC 5T0_80AC 560.09A1" 0 9. A vi / / CUT T OR Flu \/ 563.7 T J �S ,v '93.2 AC SS, 22'fC - 550.00T �j55 / TOP OF AC S, 1f .94T 561 67TC S6 �J 1 56 03TC 561.44AC 561.17AC PA• SLOPE / 565.2 564.36 rC _ _- 1. A 563.S6AC - __ ` 586.05I H/2 BUT 2 FT. MINIMUM 1 561.07TC 559.24 RIM-� FG / 59.45 F !) AND 20FT MAXIMUM m o 10 so ro 1 --- ' `� GRAPHIC SCALE 65.OtAC • � 563.58TC � 561 73 I / I 564.44Tt: 5 -� 563.06TC / 0• / �63.08AC / SZ1 A 5CI-PAC �/ a9 AA �" 5c0�'AC 559 94 FG 1 5558.28 F I ! 564.86TC X ! �'' \ 56 2.01 TC �� I / / ( IN FEET ) 11 i W 5 4. 6AZ` 56° / 562.59 TIC \ 561.31 All 61.05TC 1 ! 1 -- - 1 IN - 20 FT fr I 0"1 $ ,0T /� /\ a 11 T 1T09AC \ \ 0. A RIM=5f 9.75 �S l l r I ` PERMIT AREA BOUNDAR r y 564.50A I '�. \ ! / , ` NATURAL OR a� �� FINISHED GRADE 563.46TC \ // / i \ \ tii s. T 6 - ! I FIGURE A-33-1 U.B.0 i 4. i ♦� �' _ AC !/ \ �� i,. ,\ 11 I 6d.89AC ��' 560 560.12AC / 560.00 FG ' C8 GRATE / / � � �`a 1 I / 5 � mom ! 7 fil ., F60.27 'C 561.89TC 559. KEY NOTES: u f 562. 8TC 562.53TC / i �� - ., �� - ! / / _ SEE SHEETS A2.0, A2.1, A2.2 FOR ARCHITECTURAL DETAILS. _ 562 48AC 6 I / ' w �r 56� " - 0.212 AC _58ll/FQ/' // 864.00 T _ � 6Z' T' 561.43T - - - .._ `880.10 1 .�/ / NOTE: 560.93AC / - - __ 0.85 t/G / \,.�,`/' 0 � !/ AND MAXI STRIPED ZONE BETWEEN STALLS I , / MUM 2% SLOPE AT ADA STALLS 9.85 RIM O 560.25 AC i / / _ 560.35 •' / / 560.52 FG ' 56011 To /Fit I +� / r/ \ .. 560.11 AC f IM559.90 60.29 AC r / / , ' 560.65 FG 550 I ----- - --- - 1 581✓.79TC � 560. 9'C � CaRAI�N(:� LEGEND• QAC 1 I I l _9.8 RIM / / XXX.XX FINISH GRADE ELEVATION CONTOUR / d8 f O ELEVATION VIN RV TE AL - / I � -_ -105- -- a .5 583 / / I 60.83AC , 1 i '/ \ FINISH GRADE 5'ELEVATION CONTOUR 1 5Cs0. _C : / / XXX.XX TC ELEVATION AT ---101 - INTERVAL 5 AC-,,. 580. 3 AC g t6AC .87 C6 rri TOP OF CURB PROPOSED CONTOUR } V INTERVAL /1 I ' / \. 0.88'FG FG ~ XXX.XX AC FINISH GRA[E I f \ I / / / / / 105 PROPOSED CONTOUR 1.00 FG � / / ELEVATION AT .' AC 5• INTERVAL - / / / / / I FLOW LINE OF- CURB / 547. FG 47;33 RIM 1 1 , 56 561.00 FG 61.00 FG 647.85 •1 564.59TC ' \ / I X.XXX GRADE (N PERCENT) 560.09AC 560.!7 AC 0 p 560.90 FG / S61.Qf� F , % ! \ `. 547.54 FG Q ' ! / 547.51 FG 47'50 60.7 G 31.00 FG // / \ / i / ^ 7. 7 STEPS I �lII' 561.14 ! 559.65 IM-- r I 0.87 FG , /,(' /" 547.54 FG `. 559.97 AC .' r / \ 561- / 560.00 AC // '� / F ' - - 561.00 FG / 547.48 FG---,54 560.5 1511 AC .00 F� / /' - ,/ 547.66 FG♦ / 547.6E FG\ - / � �; \ ! / 547.59 FG l�` 560. AC i \ / 545.24 FG I / • ' l i 560.5.0 FG 1� l I ! 1 547.66 FG 537.24 5 0.00 ,65 Ac '� / I 7.33 FIG10 7� 60.82 FIG / 1 i ♦ / / l I I 547.50 FG 55 9 ACS __ 0.75 IF �/ i / I 1 5,r�i.58 FIG ! --.�_ UPPER LEVEL / ,' ► !' 547.66 FG 545 f' I / r F.F. 561 .00 / �( ' / 547:35 FG / X ham• 5 .85 / j / / 561.00 FG % I ,I 1.00 FG 547.66 F / J ! / / 547.58 561.00 FG / X 547.90 FG ` 560.70 FG 1.00 r G 11 !�' O ' r / ELEMfENTA ` BUILDING 547.64 / 546.45 47. F �' ! i 00 5 66 60.35 aG 1 , \ 546.211 , 4 FG / ; 561.00 FG / 547.66 FG k 47.59 FG 560.10 All IE TR-556.70 : � 547.6G FG 547.51 1. ' 'A 60.70 ,••� do 'LOWER LEVEL d 60.70 FG ., ,47,60 FG-, 47.59 FG / ' / �♦ / 1� y� •�,/ F.F. 547.66 547.66 FG j \ I .6 TC f j"' / 560.80 FG 547.51 FG 561.17 f r � /'" ,,� , ,,..-'• 547.66 FG l y . , / ! I � 1 560,75'F / I � i /' � -•�"' 547.60 FG / 547.58 FG / / I 861.00 FG �.� 547.IE6 F 547.88 F 547.66 FG 547.50 FG / �i 5 1 55TC f ♦f 881.0 FG � SO FIELD 1/ // 544.55 F 10. I 547, 1 FG 847.88 F �j� 580.75 FG / i / 547.42 FG 547.35 FG / / / t / E L L IS E SL ICK / / �p i s 5657 F / / 547.66.E 47.51 Fc �s47.a1 Fc / / / // / ASS00ATES FG I i / l �'�_ ' 1 / l �' �i/ // /� /' 47 58 FG / / / , r / I ARCHITECTS P.C. 560.78 1 ' / / / / / kij I i ( / !� I 1230 8W First Ave., 1300 /547.66 FGy/ // / // / Ij 1 t I / I 45 i- / ry Portland,/� P Oregon 9721? / ' I / / I / / ph.: (503) 223-a®a3 / 554.86 FG / / , � _ / / / l i I / 860.61 FG � ' / / ,- / / / / ' / ►=�1x: (jos, 254-0e27 r 547.66 F F 547.58 FGrl, l l / 11 I /I / / 547.66 FG 547.39 FG ��// 54 .23 R '1( 7 F x / / > / / / I / / ii / ! it I v _ �f Q / `' OREGON �/ b3p.8 a 63 _ - IF If X1.07 FC 0.7 I _ / 0.91 F 546.60 FG / / / EXPIRES 8-30-2008 I , _ 0.53 J x_ 48.59 FG i I 5 .33 �I?46_ \ / f it I ! ! % l I DATE: 05 JAN 05 `.. 5 ' `� JOB NO.: 138405 1544.55 yF / • '- / / `� / ' �_ _ _ _ _ - - _ DRAWN BY: MPC / ::.�.- - - - - CHECKED BY: PRT � �'"! ��' '�_-r- ry� )., / _• / /i 7' T / �` REVISIONS: __ - _ , \'-'� � , -�• �_.._•' ! - �<' .-.--- ._•._ .r sR: � sM � ar � � I�I�1� IM'i � � AI( E IR Rt .- " 1 _-�' ' T 00 *rCVI TILE: 138408C201 �7ESTLAKE � z - F CONSULTANTS nuc.-_ - _-_ GRADING PLAN ti NNGINEERING ♦ SURVEYING ♦ PLANNING e� s: / PACIFIC ;ORPORATR CENTER W ; - - 15116 S. . SEQUOIA PARKWAY, SUITE 160 503 884-0802 Q x- 'J TIGARA OR2GON 97224 FAX 503) 62,4-0157 WC2 , 1 "A ...:.. ,n»., .t+w,m^.n.Me<++.fenv.,+rm......,wr^ .,..,•rww• ..r^+ wr'.r,leT.w.. a. .-_-«._.__.........._.._-.._. .-...,...... .._. . .___..,_._.-. +- . R„ r,l++..::i?=„F,•.-+n..TTn.,.:-.., - - _ ,a ap,.. -,_.._.tet,..,,. --..ww•.,,....ra.n+..w- ., ,-,,., ...k:dk»9A1•Y. -:::n w'�`•.'. .+ ... - . .; C r 25 28 27 28 LE(3181LITY'8TRIP mp , - a � � � III I._ 13 is , 1E 17 1 19 20 <I �2 a a _ 29 zI 9^ ,...,,�l.LlJl;l',' �.!�I, � I. �,,.lu:�l+,� x�.l��!a�L�,l�.l�iJ.t�ua,lthL��l�IJ.I�-l!�I�.hli�.lL �.I.I,�1,I,1�,1�►J�1 '�,��h�t�ll,l '' ,�.►�lalt�l.� ' . ' �� '� I��n, �+ I!M. i , 1 J. \ 1. I cv cv cq a -- I RIM 159.24 -- ------ IF T-554.7 t' PERF - `� 71 N . Z I 1 .9. \; RIM-511 53.75 I ■ - 1 P 10' S 559.96 IM-559.75 E-546.77 IE- .B3 W IE-552.74 15" IE-55 25 15" 06.00% ER /4. ` � � GRAPHIC SCALE 1 \h 4' RISER FROM 15' PIPE 1 z61 S_ IE-552.50 y9 TO TEE AT 8" PERF PIPE; I B 1 �I of INSTALL BACKWATER ( IN FEET I I RIM-559.77 7 \' VALVE IN RISER 1 IN " 20 !T 1 i IF OUT-554.77 O �,/ ��\ INS T LYYDRANT I IJyl I 1 IE-552.7 Lh� ■ 1 IE-552.91RIM- 5 / b 6 W I E DU 7 4.85 C\ i / IE-548.40 ~ .�,1 go KEY NOTES 1 IE-553 \ \5 yY/ 04� Eu OI 1. SEE TYPICAL WATERLINE CROSSING DETAIL SHEET C4.2. RIM-559.90 'p /!� �� d.� in / z IE-553.30 Mp,j -kiy� �J• 2. ALL DOWN SPOUT LATERALS TO BE 8' PVC UNLESS NOTED OTHERWISE. ' 6p 1 IE-553.5 O\ // ! 1 3. INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF TIGARD DETAIL 542. � I- 1 1 \5 y i SEE SH'LET C4.2 FOR DETAIL Q z RII �I• I / 4. INSTALL DOUBLE CHECK ASSEMBLY PER CITY OF TIGARD DETAIL 530. 1 / IF 9.5 \ " / / / ♦ \ / ` RIM-557.00- BACKWATER i SEE SHEET C4.2 FOR DETAIL % IF 54.85 O �? 'Q(. c�\ei �cyC// �.9/ �' IE-546.66 VALVE i a G J" V• \\max \ I'\ / \. i 5. INSTALL 6' WATER METER PER CITY OF TIGARD DETAIL 523. S IE-5 % /'� / O ! g' o -543.62 SEE SHEET G.2 FOR DETAIL O / ( I y 04 - ` \ w'0 ! n 1 6. INSTALL CLEANDUTS PER UNIFIED PLUMBING CODE STANDARDS. 1 I IE-554.1 p 'V _ V RIM-548.30 I �1 AIM 555.9 \g %• / / - - - �//" IE-543.43 i� O / l •• / ed I ® STORM DRAIN MANHOLE PER CLEANWATER SERVICES DETAIL 010. SEE SHEET 04.1 - i.iRIM-558,§4 IE-554 30 1 IF OUT-554.87 � f y '. • I ® SANITARY SEWER MANHOLE PER CL-ANWATER SERVICES DETAIL 010. SEE SHEET 04.1 1 -542.96 c C 1E-554.37 y ( r.} \;\ 27. ' 1 • CB *P..AP TWE CATCH BASIN. SEE DETAIL SHEET 04.7 1 j IF our9354so /i.. i v, '�'� 2w `' � of"SK6o9 n �p\�� ' ' G7 ■�- ■ Lam@ �q(• 90.0., ,, RIMOU ;/ 'l I D1 DIT/.H INLET PER CLEAN WATER SERVICES DETAIL N0. 250. SEE SHEET 04.1 e ■ 1 IE-554.87 0 � �vry e�1,9 +/ ip� 1 ® WATER WAUTY MANHOLE PER CLEAN WATER SERVICES DETAIL NO. 515. SEE SHEET C3.1 M OUTFLOW STRUCTURE. SEE DETAIL SHEET C3.1 ■ ■ ■ I HYDRA T O O ,//INSTALL SE -SLOPING p RIM-547.40 MBLY - 77e"�7� TREK DRAIN \d ,1G•./ IE-539.40 -555.16 RIM-5 35 �, / ' ELEMENTARY Rf IE-53914�� IM 1 RIM-580. 4_40 / 6' RIM-558.50 -555. B'per. • 7 BUILDING ,,0 J. \6�/ 1 I WT-556. 0 1 I 540 IE-545.16 R 1 INSTALL HYD ASSEMBLY //\O S LQ ? 7?{t� Mpg MAIN FINISH FLOOR 561.00 N'0 1 (PRIVATE) A LOWER FINISH FLOOR-547.68' y 539.56 � RIM-543.85 CB 19 55.5 i IF IN (15', W)-537.30 OUT (15-. S)-537.30 RIM-559.85 \ \ w \SUMP-533.30 1 IF OUT-5 .65 p\' J /\ y � IF I -x 1 % \�5 RIM-547.40 IE-55 IE-540.25 I. RIM-559.65 CR' `t ' IE-545.76 RIM-536.25 y 4 IE-533.25 I IF WT-558. p I IE-556.55 IF I I / -5 1 It 12' 556.70 / / 40.40 1 ; TOP 10' STM-556.23 !/ /. ,•^ 4� M+� GU IE.545.78VIA is I 1 I � ♦• O�" ,,' RIM-547.40 y 540.97 10, I `' I i QJC.' IE-541.26 15 / , IE-54:1.16 S 10 (PRIVATE) ,,•� c 1'1 STA. 1+58.56 SAN -C"1 � 0,;' pF•�•� �y D' � RI 530.75 '1• 0 9 IF 28.71 I IE-545.18 / RIM-547.53 iEJ¢4 6 s• IF IN (8 N)-542.39 pry ELLIS ESLICK ( S)-542.19S C FI LD �N_r ASSOCIATES \ -541.51 IF IX.T 8", 0' - - - i.i 1 \ J� D• /\ DEPTH-5.34' 1 0. PLUNGE POOL ARCHITECTS P.C. \ *m• \� �\ SEE DETAIL ON 11 "•• P\\ 1P• �;I• SHEET 03.7 I+ IE- 1930 ON PMa Ave.. 4900. BACK TER \O/ -541.82 I Portland, Oregon g7l E-541.90 Ph., 1609) 999-00095 ••�` \ VALVE 0 / RIM-556.60 Pax, (803) 994-0697 11 .40 �;.•.� pay, Sy 1 a7 E-548.88 �j t 1 12.28 4; 1 I BACKWAlqp VALL N IE-545.16 RIM-517.00 ,• I, I !i -542.58 (yGINE y IE (9 17f ,.2 r3�- I � � LSEE SHEET C3.1ip0, b g I 7A FOR SWALE PROFILE 8' BLE CHECK DETECTOR ASSEMBLY \\\\\ 'o h SECTION UTILITY `/AUL• s\\\ M I RENO T 1 1 SEE DETAIL SHEET 04.2 \\\ i i P - + 91 EXPIRES 8•-30-2008 INSTALL 12'X6' MJ 6" MJ GATE VALVEti 1 - PC-0+23:'5 I � � JOBDATN 08 JAN 08 . C 1 \\\ - JOB No.. 738408 1 F �y IE-543.26 QED 1 O CHECDRAKED ED BYI MP ]t 1 POST INDICATOR VALVE RIM-548.40 +00 SAN 'C• . �, _ 8' FIRE �y IF OUT-813.90 CONNECT TO E%ISTINC 8 _ -'0+16 r REVISIONS, PR ; 4' FDC ASS 6' PVC SANITARY i ::-1 GRATE AT FLONUNE-527.38 r \ I om,` - �msrs-- zgz:sacrra�3�� T IE-538.21 N U VAULT DETECTOR EASS-EM BLv _ _ -- _ _ - - -- - - I _ - _- - - - _ - - - T 15' NIDE PUBLIC _- - _ - - - - -- - _ -- - - E SHEETOC3 tl I ,IF EC 3TO EXISTING STUB I O FILE, 1 Ba08C3 T 15 NM PUBLIC z 3 I I I,. SEWER EASEMENT PER I I'�STORM EASEMENT SEE DETAIL SHEET 01.2 , , I , SUMMIT RIDGE PLAT III WESTLAKE A 1 p 6' WATER METER I I I I I PER DOC. NO W/ UTILITY VAULT I r-- 1 SEE DETAIL MEET C4.2 1 CONSULTANTS we. � 078 YTNlf66 a ® 1 I I RNGDVER NG ♦ SURVRYING ♦ PLANNING Q i' I • E%. FIRE HYDRANT Csbur A PAT01tA'jj Op7Tp{ 1 1 ! lmY.6DTI7 100 "--'w "' C3 . 0. - IlP lull 1 Itl.. i - a n. .. .r- .�+)._. • v - - ---� AI LEGIBILRY STRIP VTi' Cfhl h.i 1 iy. In' �i i'l1lVu .nllll u�tln jrxl xi 1..'iLrp . � . 1 .1. .i - . Cndu, 2e 3 1 S D 9 9 9 10 II 12 13 is P 9 'B IB 20 21 22 23 2. 25 20 2' ]B r LI 11 OI Q 0 wl• ,oa -��I I � I I ' I lJll�,4�1�1�kllllhlil,1.ll(4�IJ1114�1�1,�',ILII;UIJ {�1�',IL�IW!)},�llJfjW,SCJ,JJ,I�{�(�Uj�fy(L�tldJIllL�hh4i6611 hIddIh II�IIIIJ hll�, q C + ML h V WATER QUALITY FACILITY PLANT SCHEDULE C14 -------------__--- '-- r r � HERBACEOUS PLANTS ----------- ----- r r - �- l r 1 / / • ( SYMB BOTANICAL NAME I COMMON; NAME(S) MIN. SIZE/ TYPE QTY, � SPACING NOTES Q� o; r / / CAREX OBNUPTA SLOUGH SEDGE 6" ROOTED PLUG 1,098 3 PER S.F. A \\ A ti.�MANHOLF sECYIONS stun_ / / ! , / PLANTA , MIXING EMERGENT SPECIES 01lASIAe TO 76 AND AP L.WA SAWBEAK SEDGE, RANDOMLYTHROUGHOUT U Or VI iM C-4i8 ANO ANHOLEU:E � CA STIPATA 6" ROOTED PLUG 1,098 3 PER S.F. AREA & PLANTING PROVISIONS OF 4^J. MANHOLE I F N K / / r / I - PRICKLY SEDGE _ _ I GROUPS DR�wwc Ntl mo q JUNCUS TENUIS VAR. - �- OF 5 PLANTS OF SAME J I AANO Ol7LiT PIPE NO' ro EXCEED I ° / ; r I TENUIS SLENDER RUSH 4" ROOTED PLUG 1___t ,098 3 PER S.F. 3 PROMOS 9PECUIL DETAIL FOR OUTUT FWM ql k! p ! r SPECIES TOGETHER, INLET Ja T-E' CONTROL EXCEED140 18' D,A at " O Z 0 / II 1 jI , CAREX OBNUPTA SLOUGH SEDGE - - _-A&A •. UJ d �j / ! hl;li l; 6" ROOTED PLUG 792 3 PER S.F. I w / / - - - 5LMP VOLjME AVAILAB E f m `�-- MINIMUM MAxIMu1J t.J a z ` U / / - 60' N 1,.- 56.9 CF YD.I CIF U F Ir < / I SHRUBS a )1- M.K. 84.8 CF 141.3 OF p x to Q T F Lk , 64- N.hO nC 4 cr 192 3 4C r z i.. O ! ; I PRONDE MENTS DETAILEDD FOR 3 CF u� a t w 4 / MIN. SIZE/ TYPE QTY. SPACING NOTES REDURt]1EN15 EXCEEONC 192.3 CF p�n �v M • SYMB BOTANICAL NAME COMMON NAME(S) V a. q N O / • BERBERI.S(MAHONIA) CASCADE OREGON GRAPE, U y 0: 4" 1 GAL. CONTAINER 2i 4-5' O.C. S..'VP VOLarM= REQUIREMENTS �<I W O U O / NERVOSA DWARF OREGON GRAPE / ''i• 2C CF/ 0 CPS OF -NF-,.OW 'N v . '� uj z 1-. / • -- I -------- t--- -_ o F ,� CORNUS SERICEA SSP. -- T r a / I RED-OSIER DOGWOOD 2'/ 1 GAL. CONTAINER 20 4-5 U.C. r. 56.9 Cr MINIMUM RE'3UIRED to g j / s SERICE_A _- Z a- zO LJ / I OEMLARIA CERASIFORMIS INDIAN PLUM, OSOBERRY 2'/ 2 GAL, CONTAINER 18 4-5' 0.C. > REMOVABLE WA7ERllt�1a•i CAD < O 2'/ 1 GAL. CONTAINER 4 4-5' O.C. - V Q 0 �- PHYSOCARPUS CAPITATUS PACIFIC NINFBARK --_ ouruT FLOW CONTROL $ �� 4J `) PLASTIC UV DUCTILE aoN PtpE -r _ O ROSA NUVKANA NOOTKA ROSE 1.5'/ 1 GAL, CONTAINER 20 a•5' O.C. ,1 OR APPROVm EOUA. .� p p x 6 8 Q = r I NLL T F`�� FL^w OUT ET I � j < O I U a tz z ' X N a F- 4 • �'- 5' BLACK VIN I SAMBUCUS RACEMOSA RED ELDERBERRY 1.5'/ 1 GAL. CONTAINER 13 4-5' 0.C, X1 3 Q .. V) z m 2 Z Z %. CHAIN LINT' FENCE sro z a Y o q? LJ ow a o (SEE CWS DETAIL "tlA1N• SECTION N-U LJ Ln U w 2 Ia L) (,� w L I • 0. a j} v #1005, THIS SHEET) L� --�-- Z a rWM ~� '? za°D�aa TREES PARABLE Sump J Z 7 in O d ❑z o u - MIN. SIZE/ TYPE _ _ 12' WIDE ( ) QT`• SPACING NOTES DEPT4 1 _z o- �i v L w�--�CD I SYMB' BOTANICAL NAME COMMON NAME(S) 60-MAXIYUm p• m11WUM •,• AW:,,OA -0 WA,1 MT• STMLL:SS S1TS1 IiSCR � Q -� -• U Q W�;Q J ! M. 16NIMUM ►. r- CLAMP OR S'AALM SEE,9*4D AM S'AIN.E9_ = Q J I �' t 7- STM MAX" Ah,^HC s 6'N,02 PLACES U r r, / t �G �N¢ I ! � i GATE PRUNUS EMARGINATA � <5 ML °AND TO K WN. 0- 2' LLE L.1 r-- 3 a' '" i BITTER CHERRY tf x c�d a i� ! I I / VAR. MOLLIS 3'/ 1 GAL. CONTAINER 3 10' O.C. �'.�, !y r.-.. ♦ya P LL &-!2 c cONC#TE U� q0 � Cr-) � x.�.�a O to I LI O 3 I 10' O.C. Q 0 er p o N m_ _� I r SALIX SITCHENSiS SITKA WILLOW 3'/ 1 GAL. CONTAINER z Ali L'oe b '2 011 EpUA. 11 l� I-al 11. STAINLESS STEEL BOLT. �� O � .• � ()�4J'-� � - NANI•C-L DAMETER TO OL DEWAMINED I z u � Sq Z 0 •Ivl Z z� tD Z o THUJA PLICAT4 WESTERN RED CEDAR 2'1 2 GAL. CONTAINER 3 10' 0 C. '�� G 8� %. VP VOLUME REOU1EMENTS, v , . �0 �Q W #O a C1 0 6 I 71 �I{ SECTION A-/1 07 1-�; A � i 4 LJ �� 8 0 D W I I I .,_AM DE'AI_ (SEC'1ON A-A) W z_ N ri 910-SWALE PLANTING PLAN - ---- GENERAL NOTES ---- - _ _-- �___� - - ---- ---- _-! SCALE: 1"-20' HORIZONTAL WATER QUALITY i - Y 1• THE CONTRACTOR IS TO NOTIFY CLEAN WATER SERVICES (CWS) 72 HOURS PRIOR TO THE SWALE/' --TART AND THE COMPLETION OF ENHANCEMENT/RESTORATION ACTIVITIES ENHANCEMENT/ CeanWab�r Se><vices WATER QUALITY S /�.E -�q�n RESTORATION ACTIVITIES SHALL COMPLY WITH THE GUIDELINES PROVIDED IN CWS'S \.d MANHOLE LANDSCAPE REQUIREMENTS R&0 04-9: A PRAWNS NO. 515 l� 00--03 Our oammitnlent II slur. I DRAWNG NO. 520 REVISED '2-C3 �`_°°��ise b i4i" I APPENDIX D). 2. IF ANY SPRINGS ARE ENCOUNTERED DURING ANY PHASE OF CONSTRUCTION (HOME BUILDING -' OR SUBDIVISION), WORK IS TO BE STOPPED UNTIL A REVISED SERVICE PROVIDER LETTER IS _. -- - -- - --" --- --- ----- ACQUIRED SHOWING SPRING PRESERVATION AND CORRIDOR ENHANCEMENT. 3. PERFORMANCE ASSURANCES FOR THE VEGETATED CORRIDOR SHALL COMPLY WITH SECTIO; 2.06.02, TABLE 2-' AND SECTION 2.10, TABLE 2-2 OF R&O 04-9. i 4. SIGNS S,IALL BE INSTALLED ON THE FENCES SEPARATING THE DEVELOPMENT AND THE 29 CONSTRUCTIJN BEVEL END OF PIPE BUFFER ENHALCEMENT AREA. SIGNS WILL STATE THAT THE ENCLOSED AREA IS AN TO MATCH SLOPE, ENHANCEMENT AREA AND IS TO BE PROTECTED. SIGNS CAN BE PURCHASED AT CLEAN k 1 Water Quality Swale shall be over-excavatod and filled to final grade with 12-inch amended EXTEND RIP-RAP OVER WATER SERVICES. topsoil. Topsoil amendments all be garden compost,not conventional fentilLmr shall TOP OF PIPE � FINISHED GRADE 4 amendments. (03LAD34 SS)' 2. A biodegradable Erosion Control Matting Lull be placed over the WPO&l throughout the I SOIL PREPARATION Swale cross section,fabric shall be held in piece to accordance with the manufachrives >✓ , 6. PRIOR TO PLANTING, THE SOIL NALL PLANTING SITES WILL BE PREPARED IN ACCORDANCE ,. installation requirements. Anchor spacing shall be based on 3 fps flow over the fabric. 3x3 WITH THESE PLANS AND CWS GUIDELINES. 5 = .o- .c a. Treatment area-high-density jute equal) STORM DRAIN gh h' �8(Geojute Plus or other rovod I b. All other areae- low•dansity jute matting(Econojute or other approved equal) FLOW 7. THE SUBGRADE SHALL BE TILLED TO A MINIMUM DEPTH OF 4", AND A MINIMUM OF 12" OF CERTIFIED WEED-FREE COMPOST-AMENDED TOPSOIL SHALL BE ADDED (SEE CWS GUIDELINES 3. 2.5-3 inches o;2"+river run rock shall be placed over matting y throughout 0 SOIL SPECIFICATIONS). y/�• I the event throu out the FOR 1 P lvngth and width of the wale- .,w,"..-i r �'••t 1f • -.�Y- r w £ a j K . Y ``Y ; {I , 8. (YQ ADDITIONAL FERTILIZER IS TO BE ADDED TO THE PLANTING SITES OR PLANTING HOLES. * ^ , 4. Plaut materials shall be placed in accordance with the plan and plant table as shown on 11 " # i I (� I r approved ph=. PIPE BEDDING e ,� W a 5. The water quality awale treatment area plantings can be deemed"substantially complete" AS REO'0 WATER OUALITY FACILITY (W O.F.) PLANTING NOTES C ' u n active green growth has occurred to an average:growth of 3 and pleat density is an -- X 4 '" a of x.6 plants 'miniminn 1-inch to or valent uam Loot >3� 8 _ 5 /' I average ePPro P l P &s equivalent)Pm�l 9. PLANING LIMITS IN THE W.Q.F. SITE SHALL BE 2 FEET BEYOND THE LIMITS OF EARTHWORK k o ty acceptable plod when p�t3� � 1h REQUIRED FOR CONSTRUCTION OF THE SWALE AS INDICATED ON THE GRADING PLAN. 6. The facility shall be deemtld table to bo ' the maiaterlalnae _ e_..1 dvnsi matches the engine&&deli 1 as shown on the roved :ens and all other , ty �Sm aPIP P CLASS 50 RIP-RAP 10. EROSION CONTROL FABRIC MATTING WILL BE USED AS TEMPORARY EROS.ON CONTROL AT ' J requinmlcnts have been tact. The engineer moat certi�°y+the facility to be functional,in HAND PLACED S Y THE W.Q.F. SITE UNTIL THE SITE IS READY FOR FINAL PLANTING. accordance with the approved plan design to begin the two-ym maintenance period. x - - 11. ALL D. JRBED AREAS BEYOND THE LIMITS OF THE ACTUAL PLANTING AREA ARE TO BE HYDROSEEDE.D WITH THE FOLLOWING SEED MIX: r-e r �� ;is-r-~� MAINTENANCE r �'A •,J.W VI _ _ (�� glyan s) 1. The permittee is responsible for the maintenance of this facility Cor a rriiimurn of two years ;e�. �' -� NATIVE CALIFORNIA BROME - MIN. 80% PURE LIVE SEED, -'y 50% BY WEIGHT A - BLUE WILDRYE (EL-YMUS GLAUCUS) - MIN. 80% PURE LIVE SEED, 50% BY WEIGHT following amstruction and acceptanceofthi.�facility per Chapter 2. - :.¢ 2. Irrigation is to be provided per sepwvw irrigation plan as approved. - 4' ••'��a �.roc ., - a a � r � o APPLICATION HATE 10 POUNDS PER ACRE Note:Irrigation needs ecce to be met using a temporary inigation system with a timer during W. Y r the dry season. Syste rns should be winterized during the wet season tc assure longevity and - - 3 t 8- guard agrcinht damage f om freezing tem;matures.Water source shall be as shown on the - POST-PLANTING EROSION AND WEED CONTROL_ approved plans. Ly " 3 f ;r 3. F..nginexr or Uwelets Representative is to visit and evahlate the site a nvnitnurn of twice 12. THE ENTIRE PLANTING SITES WILL BE MULCHED WITH A 3" DEEP LAYER OF ORGANIC MULCH 1 .. -- TO PROVIDE FOR WEED AND EROSION CONTROL. THE MULCH MATERIAL SHALL MEET CWS ELL,I� EaILICIC N 5 annually(Spring and Fail). The landscaping shall be evaluated acrd replant*1d a9 necessary 3.0' STANDARDS. THE MULCH WILL BE RAKED SMOOTH THROUGHOUT THE ENTIRE PLANTING •11' to ensure a minimum of 80%survival late of the requited vegetation and 90%Asthal -- SITES, BUT IT MUST NOT COME IN CONTACT WITH PLANT STEMS. AE�:3001 A o E a; 3 coverage. Non-native,invasive plant apocies&hall be removed wben occupying mere than ARCHITECTS) P.C. 3 I • 20%of the site. -L 4. 1'l1e facility shall be re vccavated and plaatoci if siltation tee than 3 ittGhes in rb WATER OUALITY FACILITY (W.O.F.) MAINTENANCE NOTES 1230 SW First Ave., #300 � 3x3 PLUNGE POOL occtas within the two-year maintenance period• - Portland, Oregon 0 SCALE: NOT TO SCALE 13. THE: DEVELOPER IS RESPONSIBLE FOR MAINTAINING AND MONITORING THE WATER QUALITY Ph.: (409) 223-0003��3 FACILITY IN ACCORDANCE WITH SECTION 2.11.2 OF R&O 04-09. THESE RESPONSIBILITIES Fax: (003) 204-0627 INCLUDE BUT ARE NOT LIMITED TO MAINTAINING AND MONITORING THE FACILITY FOR A H:'� f� _I � � F EN;'EWATER c�UALITY S)NALE N;I":!kAL'.' OF 2 YEARS 1;1=TER THE FACILITY HAS BEEN INSPECTED AND DEEMED COMPLETE. ArJ� A.TE C�eanW�er?-Sa� COI��STR�JCTION a MAINTENANCE NOTES �n 14. THE DEVELOPER WILL CHECK THE W.Q.F. A MINIMUM OF TWO (2.) TIMES A YEAR FOR DEBRIS. Jet comrllensot b Cigar. ever wnnital�l to gloss. :-'^�;"� '�C VC' 1005 r•;Cvs[� t2-n3 _ -__ _-� DETAIL N0. 530 REvseD •,2-03 � RESTRICTION ArID SEDIMENT. DOCUMENTATION IS TO BE PROVIDED TO THE OWNER AND CWS. �` - - ----- OVERFLOW INLET ! GRATE AT FLOWLINE 529.61 GENERAL MAINTENANCE NOTES -_L8'1 �_' 0 OOP INLET � 15. A TEMPORARY IRRIGATION SYSTEM WILL BE USED DURING THE FIRST GROWING SEASON FOLLOWING PLANTING. TEMPORARY IRRIGATION WILL NEED TO BE PROVIDED AS NEEDED OREGON WALL SECTION do INTERIOR GRATE AT FLOWLINE o z . DIMENSIONS I N ACCORDANCE 527.38 DURING THE SECOND GROWING SEASON '� qRy 12• .�� 535[-- - - -_ _ 3 a WITH STD. DWG 250. 16. ALL PLANTS IN THE PLANTING SITS ARE TO BE WATERED AT A RATE OF AT LEAST ONE (1) Q�CA 1� 3< _ SEE SHEET C4.1 RENO ~ �•' '- �� SWALE BOTTOM INCH PEP WEEK FROM JUNE 15 TG OCTOBER 15. _ 0 I E-524_75 W q O , __ � � _ , -- t` EXPIRES 6-30-2008 , W a: FRAME & GRATE PER - I- i- 17. IF AT ANY TIME DURING THE WARRANTY PERIOD THE LANDSCAPING FALLS BELOW THE 80% < r: m e i 1i 0) I I I��l I LEI 11-1 l j--') I I -.I � i_. ±�W �� Ir SEE SHEET 24.1 IE-52 I ' -'- - ' 1 I SURVIVAL LEVEL, THE OWNER SHALL REINCTALL ALL DEFICIENT PLANTING AT THE NEXT - • a � STD. DWG 260 - _ 4. 5 !�' I I ! - ) I �`-yl APPROPRIATE PLANTING OPPORTUNITY AND li F TWO YEAR MAINTENANCE PERIOD SHALL BEGIN DATE: 08 JAN_ 05 330 ----- ----------- ---------- "=-----, - - --TI I I'T11.=Ii I AGAIN FROM THE DATE OF REPLANTING. JOB N0. _ 138409 125. -LF BIO-SWALE III-- 18. ALL SILT FENCES WILL BE REMOVED WITHIN ONE (1) YEAR FOLLOWING CONSTRUCTION. _.__ ^ - :1RAWN BY: I STORM SEWER a ---'- O CHECKED BY: MPC --� aQTa ,� REV1310NS: PRT T PLUNGE OOT s I ! � SEE DETAIL CONNECT TO ON SHEET C3.1 I ( IE=524.55 EXIS71NG STUB T� IE-524.03 I I FILE: 820 �___- __-_ __.�1�__-_-.-- _- _-_ 12" Z - 13 8 4 0 e C 31 1+50 1+00 0+50 0+00 �----� W E STLA.KE Co Corrsu.,TANTs { I t V♦ 010-8WALF PROFILE BIO-SWALE -- OUTFLOW STRUCTURE _ ,.�. ---- W a aETAILs SCALE: 1'-2G' HORIZONTAL ENGINEERING • SURVEYING • PLANNING SCALE: NOT TO SCALE ---- - - D ��,• nt ; , PACIFIC CORPORATE CSIV' P a I"b5' VERTICAL 15115 S.W. SEQUOIA PARKWAY, 9Uir6 150 (609) 684-0652 `.ate T1GARq OREGON 07224 ( ) FAX 609 624-01&;J C; 3 . 1 ,+g LEGIBILITY STRIP 11 12 13 14 It 17 18 19 2(D 21 22 23 24 25 26 27 2e 21? )C z , , OI H�NI • • 7?,. T yq , ,. 1` '' ' '' I1��, ' ' J.�w.�.liJ.�.l�.1.�►l !llll�t�,l�.l.►?alaJ,�L1.lJahlJal�� I +�.�1,tl�l �l�u. .��i�1�1�1► �.1��1,ra1�,J.I,L�!�1L ,I�I�,.�� • �'„�e '�"-^,uE:� 'r•r,,sun;...,-«dpH,NnrM...,*an+n•.n-•.n.-+...w-•- •..rR.".... ,y a. vq d .y r n , t a. k Y!` h PPS I LAGAn PRAM NOWATERTIGHT MANHOLE RING 3-BOLT DOWN COVER cola - --- OVEA LEM OF AT LLAST 1111 jow- 1121 IN tylo„'I ;rF 90-"-COMM r- >a1/�' it. AI- or kw Imum „ A L3 .', A T f ! 1/rII --a- ..c, a_ MAX MJM YY "MM ! t .t- TCP OF "ftT STEP :A ITNI M/LIME AND y 00Wt ON TD TOL. OF CASTING 11NTZR1IQFT POW ND OOIIO I I I SECTION A-A SM =AM*RO. 11110-SA/ST DR Ilo tao TY- °�.. KT MAWMAWIN N014-sHR� 1111,;• -yam '�•• i aalT NOTT� KT _ 24 3/4 I A4- F•ECAS- MM40,E SECT0NE S-A•1 COWORN TC hi= PLAN.4'.011 S� RE XAREWN'S OF ASTM C 47d 2 ALL POURED' N PACE CONCRi E SHAL_ HAVE A 26 JUj A" XT IM N001-SI4wNI1 OWT }+----26 �3;4- /a' S-REACT 000 Pse OF 3 . AICD SLLYQ Lli. 2• 10 C. 3. A.L JDA"S Sti_ L 4E SEALEC 111111H PREr MED GASIKF.TS • sYA1dDtARD LY7CQ1?RIC _L `J O O SLCH AS KENT-SEAk- W_ 2. RAY-NECK. OR M APPROVED r=w I EGJA. CONFORMNG -C FEDERA SPECF C FON SS-9002'': 4. A-1 °IPE C"EC10NS TO MANr0L_' S"Al- BE 1 ti wA•fR*11G'T. I 3 4 1 ? I 1 I `� S. PIPE Ct1/,NcCT10N5 OF 24' 0R tY,F1T?:R St4A.1 REOU'RE A f I � � I •�. MAA4OJ AAD CHANNEL DE7AN_ / S. PPE CONNECTIONS OF FOUR OR YORE. YA NL14ES SEAL_ titer/ I ------45• S r SI SECTION'N .2 � REQJAE A YANH:;'_E CONt4EC-" AND 04ANWL DETAIL. '•m DRAIINKC N11 100 - MANGE �t:ttdt I �� ]!�' BOLT DOWN T. PROVW A IMN4t41t Or 5' OF N-ACT (LNDS'1�RFeED) (V'AIMA/LL V-4') t -)�-A I B ' YA\•40LE IIII S TWEEN opE BREAKOU-S AF YEASLRED ON THE INSIDE 'ACF Or THE SHA__ SECTION A-A *A'El SECTION B-B z 6. BREAK0.T OF MA_L FOR PM•E SHALE LIE 2' MW'Y.Y AND � iMA•ER11G-T/TAL� PROOF WVHOIE FRAIIF MD ;AYFF 5••Al. 9F 4' MAXIMUM CLEAR OF PIPE MAL_. t SED IN A. ASFYE\T AND 0% STREET AREA; ' �; 9 TH-5 DETAI- JMIIEO TO MA)OMLY INTERIOR DROP OF 24" _ I I ') FpR SAA}'ARY pONNECTICfi A14= 4e' FOR STDRY 0' MBEP.J•I 7/-G comD *A'ER'1GaT/TAMPER PROOF MANHOLE FRAY. AND ! • B• I I COVER F AREAS, BE USED V Al EASEYEN AN/J 0;T STREE' ;7'-13 \ x 1 1/8- ' /2 r -A-E ?AA HEX F•EAD S'AINLE.SS S•EEL CAP SCRFw 1/4- O.D I •- Ur( 3 R_C PER CpVE4 `.. SEE_ MrA9-ER I �! (W 0=1111111M -Ir MIN. F1111DU 'top OF 3/32' T1-E:K l - Rt BEER I I I 3t E110m Rmw OVPM To StEcnoN I _L_ wAs-Frt _31__-__` 3M V9"r.AI IaoIFT a PevE BOLT-DOWN ;,• x 3i, II �7. AI SG _TGE FLAT BAR I L Ir •/ISM CF 111'-0. COMPACTED .•v .•! r ODMCIETt PLAN �,;:�, ,t SA."L NAlER1AL 112E `�. �• •'+,i+�;J•,5�`•�: '":• 'Z NOTE: LVEF AND AAIF. SHALL BE Cr �iAti CAS' ROh A.S.'M A-48 CLASS 3v^ rIAME AN: :,RATE SHA-L BE \EN S RUCT..RAL AST4 A-36 '.A- BAR ST:E- OR APPROVED EDJA_ -AMPr; PROO- (R'UDVC SA-,<r-S, WATERTIGHT MANHOLE �► DITCH INLET I STANDARD MANHOLE i Clear7�a�er`�`Ser,im FRAME AND GRATE �rsmk • FRAME AND COVER C]canwes q-� ()ul CJtll d:i'I•got 11 clef:. ,- �RA'61\G ND J'0 RLOSLU J2-0.1 Ourfrwli•fd111111 a f?A�YIN NO '10 = `.SFT? 0. I DRAWL\G 2c �5 -0� Outcomnaveet clef: -f ------ ---� AL S-U S I,-,ALL CONF'OR'M TC -I,!' I B-� REWRENE*t"S Or ASTM C-178. U L 2 MANHOLE STEPS YLST 9E T.GH• AM FIRMLY EM9EODED. 3. ALL S LPS MIMN A YANHDLL SHA.L I I I BE Or THE SAME DESM, TYPF. AAD I co Co I r = Sa (Yxw: OF UNMATCHED 5•r05 CLASS "B" CLASS "A" I 5U STD. DRAMNG NO. 2!: ' N `I S .-1 4• SNOT PFR4 ITE.` I A A r'JR FRAME A►.J aeA*r00 ° ,ri I I •8-J/4• I MOLVC EXCESS NA-IVE MA'FRA_ I a� J I fV I I ' i �. S r SW/ACE RE5'O1tA'Cr. - �� AS SPrCI'1E7 OVER q SETT 'C A LON I I •�'..I .•,' 1 FCM S�TT,.EVEN' U -- •.w1• �aT 'a • +�• ..'f.1 ••�}� �• ••° 12' NAIVE TOP SC_ :fl: K'�'.', \ • . ''I IF TCP SOI. EvSTED L+ 1RCN GRATE PLAN •: p 12' GMK MIWPAC7M oA D�tFA:;,N PRIOR M FXCAVArDN. B W--MN .6 of PLAN _ $' COPOLYMER POLYPROrYLENE PLASTIC � 'O• ��-LNDISTURIHED r �-S ~ZL�rUISTLRrEC I,r 1 1-,1 EJ�R-�- A-'-r 4--14 ATI WI_ CAR - r'" GRA;F t WAX -LOw !NvtgT MA-F'RIAI ` 1/2' GRADE 60 RE'4FORC=MENT . ; '•' •4 3/4- - G CRLSH=:i �G� •° f �r 1 I ROCK 7 i ti C.I. OUTLET C.O. AT TRAP ,y .• q• MA%1t., ELLIS ESLICK C.I. X C.I. COUPLING PROVIDE 4"0 "x26" C.I. GRATE I 3-3/e' FUR I \ • ; VAX 2 ASSOCIATES FERNCO LOSS OR / BICYCLE BARS I 1 �`•��' PLt51C SAFETY STEP ,•;.1:•• S.1 i ` 4°z . .':f ' ARCHITECTS P.C. APPROVED EQUAL \ I I e'--e-s/s• °. i ,; , e• - •�•• %"- Am �f f • f 0 C.I. 45' BEND ;►. I'.4 I ��,'l�l�R'1 •��°• • • e �♦ snrr :♦ ♦ Svvr -.�� v I i CRUF-IE'i, 6% . ��• ' 1/2 PFFD O.D 1230 SW FW*t Avo., 1300 C.I. DISCHARGE - PIPE ' • ♦' e• • 6" UNLESS OTHERWISE t<oNE p ••. f ' '• t P.01 F •'+ ♦ :i ♦ Portland, Orogon 07204 PIPE (TYPE) NOTED ON PLANS •; :.� f err .4 M':. 111E /6 3/4' GA.vAAlZrTi BAR •�� Fax: t 4031 204-1)927 6" MIN. ' I� • --.�e' =.• 6•�+� . �-•-- pvc JR N MATERIALS: 'y�• 'Q 1.111 3/4• D 4°. ; ow P _fR e APPROVED EQUAL °: ;• '+ 112' PFS ° ° ° ° SECTION A- A SECTION B-B yy GALVANIZED: LES /'.t� DEDO'kG 1 °%b y° `T /6 (3/4' DA., GALVAh1ZEO :DEFORMED RE14-CRCING BAR. �' °• • • DEFLECTOR RFINFORC14G BAR CONFORMING WITH ASTM A-615 GRADF 40. GALVANIZED CONFORM'NG Mr Ti✓ ASTV A-123 ' / PLASTIC: :, �: •, • TRENC- STABUZA^ON: ,� PRLI<" /T • '�' 1/2 PIPE D.D. PLUS 4" MIN. FOR PIPE SMALLLF4 THAN (S" 11 RFMIRF7, TRENCH S-AM-IZA'IOk y1 I PVI X C.I. MLS- CONFORM WITH ASTM C-478. A►'..• •e..fl D SIAL. BE SPECIFIED SEPERATELY hCTES: V STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. - '/2 IPE O.D. FLUS 6" YIN. ron mf E C' ANO _AROC'R A\) PLACED PRIOR TO PLACEMENT 1. ALL -CAS' SECTIONS SMA.L CONFORM "D RE7L'IRJIENTS CF AS-v :-4:b. COUPLING FERNCO - C.I. BAND CLAMP c= BEUDN. METERu� 1 Mff.T1NG REQUIREMENTS 01 AS'M A6115 ENCAPSULATED 2, INSTALL STRLC JRE Ot, MINIIUM Or 6" OF 3/4' - C' COMPACTS? [ASE AIA"ERIA: 1070 OR APPROVED 24" SQ. 10 GA. OR VII'H INJECTION MOLDED COPO!YMER POLYPROPYLENE 3, PRECAST REINFORCEMENT SMALL. SE REBAR MEE%G ASTM A015 GRADE 6C OR YI_.= ��OF EQUAL C.I. 45' BEND _1" PLATE INTERIOR VATH SERRATED SURFACES. MARE MEETING AS-M A497 b y, EGON i1 1I & EXTERIOR COATED 4'rOR GA VAN'7F) STEP 4. Ali QCUREJ IN PLACE CONCRETE SHALL HAVE A 26 DA" STRENG'I- OF 3000 PS AND TlQ 4?y 11' �o II.E. AS SHO*1N W/ ASPHALT PAINT �Cy (0Q ON PLANS S_l1MP o- 2'To 4' RENO' EXPIRES 6-30-2006 MANHOLE STEP �, TRENCH BACKFILL DITCH INLET -�' (2mv w Servyoes ( CleanWatcr? , MriMS � _ _ DETAILS \�' t.4TE: 06 JAN 05 , DniAWING N0. 1D0 kk.N`,'tu uz I.s OfSStSt�nAr�t>� C:'1eanWatei SE'IVM`eS TARP TYM CATCH BA311V ' NO. 25D REVISED 02-03 O'It commllmr..t:f clef: JOB NO.: r 138408_ DRAWING N0. 280 Rr`:"Sty :7-03 Orr commitment le clear. JF:A'IYIN�� SCALE: NTS LCA DRAWN BY: MPC �' -�.- -- -- -- -__ ------ - -- - L� -.---v��- - --- --- -- -- -- ---J h._._.T _ - --- - - -- -- - --- - CHECKED BY: pAT � REVIS ONS: r FILE 13840©C401 ,. ♦�^ DETAIIB Vo yE W 4 , 1 ' E J� LEGIBILITY STRIP 2 3 4 5 g 7 e 8 51 20 21 22 ^3 2.1 -n 25 28 2' 28 c. -ate.-ar, 1111� ...T' If I ''+�1��il ,I11��.�4 �.� J••f.�MiMt+IM,�H'ihYL:F.M1. I .f+�! M�hi. I. IMIAM 1 I 01 N9�.1 fl -I,�:-:,:,. -afp�ndw . ._.1111.,-, ..... :... .....•-.-'.....•.,,.,,,,M,,..,.,. rpr�yR°lp'IR'1FC7"'^.e. ".wN,_w-. t 1g'ar +ly+a" 6M ° Ir I .. 1111 :- /r1C t 1 04 N, N 0 QU1770E of NITIN ` SIDEWALK ADJACENT TO CURB PAVEMENT PAVEMENT 19- CAST IRON 910 T VALVE BOX TOP Z 1 JBREAK FLANGE DEWALK MIN r G- MAR. 1 16- CAST IRON 910 BOX----� PLUGGED TEE PLUGGED CROSS PROVIDE TP BY BEND PLUG OR DM PAVING OR CONCRETE GRADE 4- THICK CONCRETE - . I++ --- 1 PAD (SEE NOTE 4) - �J 1 1/4• -3/4' DRAM ROCK ------ ---7- HAND W HAND TAMP BACKFILL TAR PAPER (MOISTURE Pni20.ER, AROUND ,OP SECTION F12 AX.6' MIN. ' r"'' ..},. . RESTRAIN ALL JOINTS W/ 6- DUCTILE IRON RPE -FlE1D LOVE- OR EW AL GASKETS T LATERAL PLUGGED CROSS TEE 6- ASTM 3034 P'�C _r "'•^'- _ �' �� AGGAFGATe BASE CONCRETE THRUST BLOCK SCHEDULE 6 MEGQUG RETAINER Q (BEARING AREA OF THRUST BLOCKS 1N SQUARE FEET) GLAND (EBAA IRON) OPERATING NUT EXTENSION n"NG 901SEND. TEE OR 48' 221/2' 11 I/4' CONCRETE PIER 6- GATE VALVE (SEE DETAIL NO. 505) SZE (INCHES) PLUC41E0 CROSS BEND BEND BEND BLOCK FLK. . M.J. J 4 01.9 01.3 -- -- SIDEWALK WITH PLANTER Zp' M.J. . 6- FLG. TEE / 6 04.0 02.1 01.3 -- 4Q 6 07.1 039 020 01.3 STRIP AT CURB GEOTERTILE ,2 16.0 O88 04.8 02.3 SIDEWALK r Y MIN. LCO.VPACTED FABR IC 16 28.4 165 08.0 04.0 �• VAX BREAK FLANGE y "GRADE 24 64.0 34.9 181 09,1 TYPICAL PAVEMENT SECTION ABOVE BEARING AREAS BASSO ON TEST PRESSURE K 150 P.S.I. AND AN NOTE:- ALLOWABLE OTE I l�- V �- ALLOWABLE SOL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 1. HYDRANTS TO BE MODERN MUELLER CENTURION, 4-442 ==L'_ EQUAL) 8- MJ, S 1/4- HEAVY DUTY (PoH7M) NDTES`. ( COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING MVO «PORN-� 2 1/2- PENTAGON OPERATION NUT, OPE', ,EFT WITH THE FOLLOWING: 4" CONCRETE CEMENT STES5E5. USE THE FOLLOWING EQUATION A. Z- 3/4--0- LEVELING COURSE 1) VALVE BOX NOT TO REST Steve;AIREAt - (,m FWUWwLM ) .Oeoo/Na INARMC rnHm1 .(r.rA MAX) B. BRONZE ACTUATION NUT m 8. 1 1/2--0. 3ASE COURSE ON OPERATING ASSEMBLY. T NOS: C. BRONZE SEAT RING GEOTEXTILE 2) OPERATOR EXTENSION I 1. STRADDLE BLOCKS REWIRED WHERE LINES MAY BE EUTE•IDED IN FUTURE D. WEATHER SHIELD CAP 3 8- COMPACTED SUBGRADE REQUIRED WIND' VALK NUT SEE DETAIL NO. 551 E. SAFETY SLEEVE COUPLING IS DEEPER THAN J FEET 2. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. F. THREADED NOZZLES WITH -0" RINGS y [i] 24" J. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. G. NATIONAL STANDARD THREADS /ys HEAVY DLII' (FLD IBLE) FROM FINISHED GRADE 4, THE REa1RED THRUST BEARING AREAS FOR SPEOAL CONNECTIONS ARE SHOWN 2. SAFETY CHAINS TO BE REMOVED. 4- LEVEL 2 HMAC 3) CENTER VALVE BOX ON ENr CLED ON THE PLANS : 49. 15 INDICATES 15 SQUARE FEET BEARING 7. HYDRANTS TO BE PANTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVED C 2. 3/4--0- LEVELING COURSE AREA REQUIRED. 8. 1 1 2--0' BASE COURSE AXS OF OPER. NUT. BY DISTRICT FIRE MARSHALL EO 5. IF NOT SHOWN ON PLANS, IF NECESSARY. ARMING AREAS M FITTING SHALL BE AS / INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB. uj 8*GEOTEXTILECOMPACTED 4) PROVIDE P SQUARE BY 4- THIP( PREs K(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE S. NO UBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT. 0- COMPACTED SUBGRADE CONCRETE PAD MOUND VALVE 24•--•I SPECIAL PROVISIONS. 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE PROVIDED. BOX OUTSIDE OF PAVED AREAS e. BEAMING AREA4 AND SPECIAL BLOCONG DETAILS SHOWN ON PLANS TME 7. VALVE BOX TO BE IN ACCORDANCE WITH STANDARD DRAWING NO. 503 OR AS APPROVED �� ) LNBTT DUTY rFlD� E) AS SHOWN IN CONCRETE PAD DETAILM CONCRETE PAD PRESIDENCE OVER BEARING EAS AND BLOCKING DETAILS SHOWN ON BY ENGINEER. Q 4' LEVEL 2 IIMAC �S STANDARD DETAIL BEARING AREA OF THRk", BLOCKS ARE IN SQUARE 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. 2. 3/4--0- LEVELING COURSE _ 4. 1 1/2--J- BASE COURSE AauBt6 7. wOuf aC4E AOUSiPI r. D,IWB rr�e AagTM r. PLUM. GEOTE'PAC ®o,a�Wro mMmar TYPICAL GATE ® Noo.Amn B- COMPACTED SUBGRADE a4<.r as "^� oWa rHa ,u•�,�aa STANDARD THRUST aa,.vcallo,I _ ,,...m O.4 HR r„w,�, PIRE HYDRANT PR, «a y arr Or Taw ;��' ; Ms.cH IBIB VALVE 503 �.v Twwm KO� MMIaI ISIB BLOCK 560 'm _ IMH,nH IHw ASSEMBLY 54,2 w,. ww rw atr� war rw CITY WATER DEPT STANDARDS PLUMBING CODE (- THRUST BLOCK( APPROVED Y �� - -- RETAINER GLANBACKFLOW D FLANGE COUPLING tl APrpR 2 E �4 4�i ■� wATER METER FLOW _ 12 MIN ji1 . 1 g; Y pg' MEGA RG FIRE DEPARTMENT \ PLAN FUG OR EQUAL ETER BOX CONNECTION E- OPTIONAL AT THIS OSHA APPROVED LADDER MI LOCATION O DOUBLE 1:HECX WITH ALUMINUM LADDER LCy�i � ¢ �- IF q2 1- UNION EACH SIDE \ VALVE ASSEMBLY VAULT BY UTIUTY y<�Q� . €� �g [ O �� O CONTRACTOR TO SEK ALL �� - -- - Z OPENINGS IN VAULT WITH PLAN NON SHRINK GROUT PRIOR •a • e• S! STORM DRAIN 12" - 18" TO BACKFILUNG OR THRUST BLOCKING I 3- MIN. 6' VAX. W y SANITARY SEWER PER DETAIL 510- 1 pRAIN TO CURB OR C i ypp yCy 6 ,,{T --- 6- GROUND UNE DAYUGHT uT Tip It WATERLINE WATER METER OC r® 3 3- MIN CLEARANCE c, 9Y 2 2 22.5' MJ BEND -225' MJ BEND I I -r ON OPENED `� g / MEGA FLO OR EQUAL LI) � ELLIS ESL.ICK SPOOL LAS rE11FN'GEDT 01 �AS �GT I/i CPUSHEC ROCK BASK�� INLINE CHECK VALVE ! v ��-" ASSOCIATES 22.5' MJ BLIND 22.5' MJ BEND ELEVATION K _( CONTRACTOR TO INSTALL RODENT ARCHffECTS P.C. 1e -20 CONCRETE BALLAST J CU. TU. w Z SCREEN CENTERED BOM SPECIFICATIONS STANDON 1250 SW Ptrre on 4300 MIN. WHERE FLOODING OR i �_ AT CROSSING HIGH GROUNDWATER EXIST Z Portl4nE, Oregon 97204 DEVICE SIZE BOX TYPE (Typ.) -� DRAIN TO DAYLIGHT OR Q PHI : ;8037 223-6963 �Fpy.•1 3/: -- 1- BA(iOKS /1419 SERIES OR EQUAL INSTALL SUMP PUMP T9• J Q Pu: (6031 294-0627 ,ra"� 1 1 2• - 2' LARsoN 17JOD PiSL OR EQUAL ELEVATION CONTACT CITY FOR _ O_ > WATOLM Cf O DETAL / PUMP SPECIFICATIONS J W SCALE:MTS INSTALLATION SHOWN 6 ONLY A SUGGESTION. 1'-0- 12- MIN 1. DOUBLE CHECK TO BE LOCATED DIRECTLY BEHIND WATER METER. FL MAX p FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM J- _ 2. BRASS, STAINLESS, OR PLASTIC PLUGS TO BE INSTALLED IN TEST UTMTY VAULT OR Z & BKN oOKn� OF DEVICE COCKS IF BELOW GROUND INSTALLATION. Ra WIN F.O.c. aTHwr F.O.c a 4wu w V^ / Y NO NCCp eTe-wn en-wA r6u w T �r � �,• b'-0• yy E 'T 3. DISTANCE FROM BOTTOM OF DEWe,l TO FINISH GRADE, FREEZE PROTECTION, T-wA -WA a- Of gg 38 � 8 AND CLEARENCE FOR TESTING AND REPAIR ARE TE MAJgk CONSIDERATIONS a e,ae-LA -BA - - 3 0 2'-0- Y q bREGON�' w FOR INSTALLATION. mum o- S� W'_Y 8'-S' ♦ ' '4igy 11� •0Tr FIHaNma AHwwrorm EwAL L6 �M' `dL� COUSIN I. Wpwt na xut Ag6IN r. woos Uo scut AWSI,N r. eu[MAf scut ET�IRES S-JO-2� CHECK ®v,amwa m•Fm' r _ DOUBLE CHECK DETECTOR ®o-aa.w. x•a�+I 3" 3 4" _ o.c uo. _ ow xc a� .,,sam ow vo A55EMBLY 530 '4�frv.'�.•^• VALVE ASSEMBLY m u�'-"IT* M.BCW Kne MASON Ins METER __ ... Bre 533 O a" 523 DATE: 05 JAN 06 JOB NO.: 138400 LC> DRAWN BY: MPC C CHECKED BY: PAT U' \ S ' � REVISIONS, r T 61LE 1384000403 X DETAILS V) C4 . 2 } �...,•. LEGIBILITY STRIP o. e a 30x 24' MIN. +... 4" \ C� Z — 2X4"X5' - PAINT UTILITY ORANGE \ �[ Y CONCRETE CURB - N.I.C. fU •�� (� ASPHALT PAVING - N.I.C. \ \ Lu m — �' 14 GA. TRACER WIRE ALONG EACs'MOC''✓T SLEEVE, SECURE TO EACH 2X STAKE Ne1e.rots — ROq\ ov m 4"S SLEEVING DET AIL NTS �l __- SLEEVES: I "S 2" & 4" & 6" SCHEDULE 40 � 4"S 00 P 4"S I ° L - WEST ACCESS ROAD �? col lot 'ice--.------'----- —— - / o � z TENANCY AREA ° J rM Y A rte? FENCE 4"S 4"S 6"S 4"S S H 2"S l / \ 2S 11 + r 2"S 4w C 4"S --- 2"S / b -\b 2"S .S 2"S 6"SAtasrbt'F wS 4"S 1 ELEMEN';.4RY BUILDING j - 6"S SOCCER FIELD 7ELL US IESLO�Cn WA!.L MOU"'T / CON TROLLt_.I. 120V. POWER ARCHITEGS P.C. REQ. BY ELEC. -- - VERIFY LOCATION. 1280 OW Flret Ave., 1900 Portland, Oregon $17204 Ph.: (803) 223-6063 Fax: (803) 204-0827 6wS 2'S / � • . ' y 31 'd 0 OREGON r 0, � DA TE: OCTOBER 2004 2' }� JOB NO: 0206.90 DRAWN BY: AMM CHECKED BY: HSB REVISIONS::,', BEIGHLEY & ASSOCIATES INC. LANDSCAPE ARCHITECTURE do PLANNING ----- 12840 N.W. Cornell Road, Portland, Oregon 97229 (503) 343-4796 FAY (503) 643-4798 JOBf 0350 FILE: 0432rev.dwg SLEEVING PLAN SLEEVMQ PLANti 00s2+ I • R 0 20 40 so `..� 'A I�� nTs^:�'Y .r... ._..w%'Ff-'� y!'�7�!^ np•.;.. +"s•.�1..•" viT ' - ......_ .. _..-..t..��..�'^.w.^qM•' ...wn .. ..-•Why. ,II LeAIDILITY STRIP C m. 11 11 OIn0.ltlt I 2 3 4 10 11 12 13 4 If? 17 1.4 19 2C 21 22 23 24 25 25 29 -' q ?� t tNOW • W ,�1�1�11�JJ.111.�11��,�t�ililtl�•tl,l�lw1i1.1111�I:1;:>�I.t�:�G.11.l.!.J��, � ;.�;x' a . : i(• �vk L ^� r J � F WHA MT 9f' I t y ' + 1 00 1 1 1/2" FROM CONTROLLER - PROVIDE (6) EXTRA CONTROL WIRES AITH SEPARATE COMMON WIRE TO VALVE #1 LEAVE 36" PIGTAIL.. 2" MAINLINEc& CONTROL WIRD I SHOWN UNDER SIDEWALK FOR ^ , CLARITY. PLACE MAINLINE & '< CONTROL WIRE IN SAME TRENCH i BEHIND SIDEWALK WITH LATERAL, 1 �I 4"S �\ N �! 1 112 Y, 6"S U, rte' ?M Lai i --- --- - 2 - -- - LIJ a �\ (FROM CONTROLLER PROVIDE I f .._._. Q S6EPEXTRA CONTROL ARATE COMMONWIRE TO WIRES NTH 1 VALVE - 4 ----------_- --� DIFFERENT COLORS REQUIRED. 1 LABEL O CONTROLLER. T 5 2" M.L.- 0 .L.Q o !+15 y O ) f O O O TENANCY AREA 2" M.L. 1 A 8 S 0 0�lk T C 8 \ i MAINLINE, CONTROL WIRE, VALVES & i ARCHITECTS P.C. p o 1 a LATERALS TO RUN IN THE SAME L� MI o TRENCH BEHIND THE CURB. L 1230 SW First Ave., #300 - 3" M.L� ��_ _ 1" _-,� r1� � FENCE _ � 3' M Portland, Ore on 97204 -- - ---------------- -- -- -------- - - - ------ .�=—T-= - -T_—T — _ -- -- . 1603) 22.3-3963 ' ----------------------------•'------• ----------------------------'----- _.._..- --------------- -• -- - -----------------'------ - ------------------------------� _ _- 1 Fh 1 � � A � Fax: (5031 2f��4-0927 d; 11 4 31 3 w t'+ wow S. BE mly I8. i+ OREGON - R I DATE: OCTOBER 2004 JOB NO.: 0208.90 DRAWN BY: AMM_ CHECKED BY: HSB REVISIONS: BEIGHLEY & ASSOCIATES INC. A. LANDSCAPE ARCHITECTURE Gc P'-ANNING -- t, 12840 N.W. Cornell Road, Portland, Oregon 97229 f., 1� (503) 643-4796 FAx 503 643-4798 JOB#. 0350 FILE. 0432rev.dwg 0350— — IRRIGATION PLAN IRRIGATION PLAN - NORTH I , 1 1 0 10 20 40 w i' LEGIBILITII STRIP Cm1' l 1 l Inm�.ir•,- I ` 4 6 O 8 b7 I'O I 12 13 14 17 iF1 19 20 21 22_ 2'3 24 25 2a 27 29 2g 3© am- WWI- Tm I,Ja!a�l �llua�J�l!1�1�.a�a fI�iU��1 I�111��1 �l��tJl.l�ltl,IJ��tI1ltl ,u1�i1.1u, 1a.1�l !l�tu�ltl�l� ta;a+,�liL�IIa LU111>��. i�►,I!!i� a ' I 16"S 1 1/2 4"S I 1 1/2w " ' • t t 2" V V _ STOP V 2"S AI A V/10 to ''�, // ' \ .Lam'. )•. \ '" P 2"S V _ � V ,Q� 1 to `d,,•` j `V 2 #14"S \ 7,. 2rrs \ peg/, V • ✓ �� to cot 1 XT { 1 01 &dl d�. I 1 20 0.1 T \ Y 2"S \ , \ 1 r 4"S I ` b - 1" 4-S mumCc t" I i I 2"S 1" r2V I 1 \ v °b, 13"M.L. I / \ PROVIDE & INSTALL (6) 2 3 1 1/2") /S 2r.S \\ � EXTRA CONTROL WIRES WITH / SEPARATE COMMON WIRE TO• /C 2" ISOLATION VALVE Q.C.V. ,,�•,� a. 22 1 ;t 4% a i ry • I: I 1 j ELEMENTARY BUILDING -ti 1 ' 1/2" p 1 t Y:<> 12 ' 1/2- 1 1/2" i 6"S C4I Note: ; 1 Delete plantings & irrigation f O I� in courtyard. Z Alternate 1 r 1 3 1 1/2" I „ to 2 S w 2 S// ' 1/2" SOCCER FIELD F74 / X 1 l 1" ALL VALVE TO �• 1 1/2" IS LATE COURTYARD 15 1 1/2" " r � , 1w 1 1/2w J16 WALL MOUNT RAINBIRD 1 1 1/2" / 1 I �,\ ESP-40—MC CONTROLLER 1 1/2" STANDARD VALVE BQX FOR ELLIS ESLICK WIRE SPLICES. EXTEND 18 GA. 3"M,L 1" ASSOCIATES ES CONTROL WIRE TO CONTROLLER F: I I LOCATION. I.D. EACH WIRE / ARCHITECTS P.C. I AT THE CONTROLLER i \ (TAG) , 1 '1/2" 1230 8W Flret Ave., #300 Portland, Oregon 07204 Oh.: (603) 223-8983 1 �\ V Fax: (503) 294-0827 REFER P•0•C• • .\ 0 TAIL 1" \ l ,a�'1». 1" mom YSTE I Eq�u�pl. p 1 1/2" _-------------------------- _ ----_------------------------------------- - ------------- ------------ I- Oft 60N 2" SCH, 40 CONDUIT REQ-D. FROM P.O.C. PLACE HEADS 12" AWAY C TO ELEC. ROOM. COORDINATE W. ELEC, FRt,n� EDGE OF PAVER 1 8 177 �., EDGE OF TURF o o - CON TR. FOR POWER TO BOOSTER PUMP. f• .�J,�; `ow 19 _ o DATE: OCTOBER 2004 P JOB NO.: 0206.90 A DRAWN BY: AMM CHECKED 3Y� HSB REVISIONS: BEIGHLEY & ASSOCIATES INC. ---_- LANDSCAPE ARCHITECTURE & PLANNING 12840 N.W. Cornell Road, Portland, Oregon 97229 (503) 643-4796 FAX (503) 643-4798 JOB#: 0350 -{- -__ - FILE: 0432rev.dwg 0350 IRRIGATION PLAN f IRADATION PLAN 806TH 00 0 10 20 40 LON LEGIBIL.IT1 STRIP t 2 3 a 5 a - 9 10 11 12 13 I.1 18 I? !A p <r 01 N;nay �►J�►J, Iui Y 00e\ L :M..�u�atl.��.l�'��4!�l�i�tl�ll<~L+,�t1�1t1.;.,I�a�11•tJ�'�ilJ�i� •►1,~u.a.l>rwiU!.�atl"tL.iii: �tIIJ.',l�l�li.W�,►:.fia, JULIM�.4 ' r DI^ J ALL PLANT MATERIALS & LABOR ARE N.I.C. — OWNER PRO''IDED `IQ Cid Plant Materials Listing: CVl BOTANICAL NAME QTY. SIZE CONDITION REMARKS COMMON NAME 6 Red Sunset Maple z • TREES G ��- 180 Klnnikinnick O 30" O.C. LZ Acer circinatum 9 5-6' B&B 3 Trunk Er- Vine Maple Min. O !i �\ \ Acer rubrum "Fronksred" 14 2" Col. B&B Red Sunset Maple Chamoecyporis nootkatensis "Pendulo" 10 6-7' B&B y Weeping Alaska Cedar Froxinus americano "Junginger" 27 2" Col. B&B _ \ \ Autumn Purple Ash ti Pinus contorts 7 5-6' B&B Shore Pine P us collar ana yr "Chanticleer"Y29 1 3/4" Col. Bic© ��. 4�\/ Chanticleer Pear Sequoia sernpervlrens 3 8-9' B&B • '9�j), Loost Redwood i SHRUBS O,qO .o, 0 Rough Seed Area _ 90 Kinnikinn;ck ® 30" O.C. Berberis thunbergii "Crimson Pygmy" 3 1 Gal. Can 10-12" � Crimson Pygmy Barberry Pro-Time #700 Seed Mix To Be Used ❑ *. In Rough Iced Areas & All Areas Scarred By Construction � 3 Red Sunset Maple Cornus stolonifero 15 5 Gol, Can 24-30" < Redtwig Dogwood (� z Euonymus alotus "Compact" 56 5 Gal. Can 18-24" Compact Winged Euonymus 0, Gaultherin shallon 27 2 Gal. Can 12-15" Solai ° �� Mohonia aquifolium 59 5 Gal. Can 18-24" Oregon Grope ��-- 160 Kinnikinnick ® 30" O.C. Nandino domestica "Compacta" 26 5 Gal. Can 18-24" Compact Heavenly Bamboo `�. 5 Red Sunset Maple f` Polystichum munitum 5 1 Gal. Can 10-12" i I Sword Fern Prunus laurocerasus "Otto !uyken Laurel" 101 15-18" B&S .�,. j { ��• ` Otto Luyken Laurel I ° ^hododendron varieties: Jean Marie 28 18-21" B&B 1 I `. II- - -----•--_•_-------- ------- ----- Unique 5 15-18" B&B _ I - I ' —______.____�•______---- ---•---- _._-__._ - - .-.-V-_'- -_ Viburnum davidi 11 2 Gal. Co- 12-15" ~ -_-- ----- --•--•--•----•-- - - -- --'-- __ - David Viburnum ° Viburnum plicatum tomentosum 10 5 Gal. Can 18-24" { Doublefile Viburnum j ( GROUNDCOVER & VINES Arctostaphylos uva-urs! 2,420 4" Pots C ° Kinnikinnick 5 LANDSCAPE BOULDERS SHOWN ON PLAN TO BE NATIVE BASALT. A MIXTURE OF 2, 3 & 4 CU. FT. ! O I`---- I! c Rough 64 BOULDERS ARE SHOWN ON THE DRAWINGS. MORE MAY BE NEEDED TO HOLD GRADE. AArer` 11 C { I I + AA pr ximate Landscsape Areas: i ° ° ° Turf Aren: 60,390 SQ.FT. Planting Area: 18,375 SQ.FT. {I Rough Seed Area: 124,200 SQ.FT. I I j I TENANCY AREA ° I I Rough I Area S - �i• Tree To Remain Typ. �I 51 Oregon Grape Rough Seed Area Pro-Time #700 Seed Mix To Be Used In Rough Seed Areas & All Areas Scarred By Construction ASS®c ATI S h ARCHITECTS P.C. i O ° / I 1230 8W First Ave.. +300 --- ---------- d -:--------:------- _ Portland, Oregon 07204 -- O MATCHLINE -- --- ' Ph.: (603) 223-8963 ✓ G ` Fax: (603) YG4-0827 ALL PLANT MATERIALS & LABOR ARE N.I.C. — OWNER PROVIDED 4;; ' ~1 � MOLD S. locul M, DATE: OCTOBER 2004 JOB NO,: 0208.80 DRAM N BY: AMM CHECKED BY: HSB REVISIONS: BEIGHLEY & ASSOCIATES INC. LANDSCAPE ARCHITECTURE do PLANNING r 12840 N.W. Cornell Road, Portland, Oregon 97229 (303) 643-4796 FAX (503) 643-4798 JOB#: 0350 FILE 0432rev.dwg 0360 i PL._ANTING PLAN PLANTIN-. PLAN NORTH 0 10 20 40 L20a �4 LEGIBILITY STRIP e iq 12 �i zr rr or o , q J�,�.yy, II.` G .. .. ... 1 ,!^'+�: .C. _. ...,. . .,.:. .. .. .,.. �� .. D.��f1117l7��5 ,n�IM�tr '."r •."1�'yl��l.�+{aef�Mw81'1111#ArMli�4n•-T.. -.rvM ,•"ati�ii•r.�,�yy.-v..w.Wsw.;. ...,.r+.ia.'t«.+^4,.. a:, w y�a��v�•t 1: �4 }j 1� MATCNLINEqlle Cq 20 Kinnikinnick - - 6 David Viburm,m 3 -Jean Marie Rhododendron �\ _5 A Compact Winged Euonymus I 13 Jean Marie Rhododendron 3 Compact He ve ly Bamboo STOP 2 Alaska Yellow dar jurf rea 10 Doubleffle Viburnum 00 5 Compact WI ge Euonymue ` _— 80 Kinnikinnick • \ 75 Otto Luyken Laure 0 300 Kinnikinnickli- O.C. Typ. y % 7 Compact Wing Euonymus sP' ' 3 Vine Maple ` O 7 Au n Purple Ash _ r_ •y • ` - --�\Lai rel 500 Kinnikinnick O 30" 0.C. 26 Otto Luyken �•o _ �_ ! 23 Compact Heavenly Bamboo i;. 3 Alaska YellowCider - \ I/j • `�u' .�'" \-Now '< . � • i / IF o \ Turf Area Typ, r c� 3 Redtwig Dog o m 16 Kinnikinnick Per Isla 9 Kinnikinnick er Island Typ. r �\ \ / � c a+f i \ Ra4� f 15 Autumn P sh 4 Jean More ho odendron Typ. - .0 -N -------- - �- --- \ '`�,•� + ��01 ,tom j � Area 8 Chanticleer Poolm - �� - ? \ / �`� •\ — - 5 Ch ticleer Pear 40 Kinnikinnick Typ. I 13 S/01 .: 7 /edtwig Dogwood t Shore Pine urf _ 7 Rousqh \ AreG Turf Area Typ. - 77�i�y7jj / \ J �J -- - 8 Oregon Grope t ? Coast Redwood 15 Kinnikinnick a <� ! Pro-Time #700 Seed Mix To Be � ��' 3 Crimson Pygmy Barberry Used In Rough Seed Areas & \ { Areas Scarred By Construction 30 Kinnikinnick \\ \• 5 David Viburnum I 2 Chanticleer Pear N.89 7i''a2'E �.___--_-------------------------' ------------- --------'-- ----- ------------- rrf ea \ ! l Landscape Rock Typ. \ - .. � r y: �I - ELEMENTARY BUILDING I Rou p — Are I INTERIOR COURTYARD 1 _ - 3 Vine Maple 3 Chanticleer Pear t I 2 Chanticleer Peat 5 Sword Fern 2 Chanticleer Pear j til ` 12 Kinnikinnica , yp. S Unique Rhododendron 3 Autumn Purple Ash 30 Kinnikinnick O'� � •�� ' N.°de Grovel Path, 2 Benches SOCCER FIELD _ C -�d 3 Landscape Rocks -N I,t-'t��•a -- Wood Chip C urf I V 2 Autumn Purple sh \\�\ i Area 9 Compact Will ge Euonymus 14 Salol — / I ELLI�b 5 Alaska YellowC dar ASSOCIATES - • __-�— -- ARCHITECTS P.C. 3 Vine Maple } O ,/fes Portland,fast on Ave., ea7204 00 5 Redtwig Dog -4, 0 Ph.t (603) 223-8983 a Falx: (503) 204-0827 750 Kinnikinnick b J•• O.C'. \ Landscape lock Tip . • i Rough Seed Area 31 . i Turf Area Typical Typical To Fence -� IUAQ9 S M ' i _ .. :_ ._ -. ..- ..- ._ ... •.. ... .... :. ... . - ... .. To Fence ) a •�Z OREGON o o _J - '58.9 .1i'a2'`w r DATE: OCTOBER 2004 JOB NO.: 0208.90 A DRAWN BY: AMM CHECKED BY; HSB ' 7 Chanticleer Pear ALL PLANT MATERIALS & LABOR ARE N.I.C. - OWNER PROVIDED REVISIONS: 4 _share Pine + BEIGHI'EY & ASSOCIATES INC. LANDSCAPE ARCHIi ECTURE & PLANNING 12840 N.W. Cornell Road, Portland, Oregon 97229 (503) 643-4796 FAX (503) 643-4798 JOB#: 0350 FILE: 0432rev.dwg 0350 PLANTING PLAN PLANTING PLAN - SOUTH 7 L i i i 0 10 20 AO L204 C 'c:, - II LEOIRILITY STRIP CM c a IC _ 0 3 9 �•• .�� _ I� .x a ,; 20 21 22 ?3 24 29 2O 27 2�? 29 ZI I I of NONI .... 'l' t<' ,�.l�l�l•1,i.ill,�J��'&�l�.l�l.�l.�i..��'1�1�1�'1.��l�,lll��i�,1�1�114�•I,��J1�1.�J,1a«,t� I I'l.�lt�tl�l:�l1 r'Il�.�!�1�1.1�11.�,�'l�tl.�J�t�>�I.�I, 'i �.�'1.�.�'t�'�.I. ' rld • 1. •M•:"''.b':.; R�w.r • a r , _ - .. .: .. , _ '�ih •, : fi .��.. . ., :. , , � '"RWW 1..,. _. ... .. -. .. . . PLANTING DETAILS IRRIGATION DETAILS IRRIGATION I'C'TA.ILS FINISH GRADE 10' DIA. ECDNO VALVE x_2v_Li U.V. CLAS 200 SLEEVES - AS NOTED BY CEN. CONTR. 1 _ - GALV. PIPE Ar FITTINGS TO D.C.V. #44 QUICK-COUPLING VALVE SCHEDULE 40 PVC MAINLINE - CLASS 200 PVC LATERALS FINISH GRADE c3) i'x2's D.F. 3' MIN. STAKES TREATED % DOUBLE CHECK VALE - � POINT OF CONNECTION (P.O.C.) - 2" STUB OUT W/ ONE COAT OF OLYMPIC #713 STAIN. P.V.C. PIPE k FITTINGS AFTER C H MAINLINE ISOLATION VALVE -- SAME SIZE AS PIPE \ MIN. 4" Wl ARK M Lam+ tRCLE IN GALV. UNION WASHED GRAVEL SUMP / A AIN. d� FIBERGLASS BOX W/ LOCKING UD 3/4' x 3'-SCH 80 P,V.C. NIPPLE 1" QUICK-COUPLING VALVE W/ LOCKING LID MIN. 2 CU. FT. WASHED GRAVEL SUMP • : •' 5/4 x 6 x 16" COMPOSITE DECKING PLAN t. 0 3•° FULL LENGTH OF BOTH SIDES -� I" MANUAL DRAIN VALVE 5/4 x 6 x 16" COMPOSITE DECKING �••q LASCO V UNITIZED O-RING FULL LENGTH OF BOTH SIDES •'o:�a ;\•� SWING JOINT --� I" AIR RELIEF VALVE P,V C. MAINLINE AS NOTED DOUBLE CHECK BACKFLOW PREVENTER DETAIL ._ - -- R.B. PEB AUTOMATIC CONTROL VALVE NTS 04 REBAR 30' LONG V/ S.S. WORN GEAR CLAP. �- TREE TI S/RUPIBEk HOSE W/ 12 GAUGE CONTROL VALVE WIRING - #14 GA. QUICK-COUPLING VALVE DETAIL (3i4') (3) 2X2'S D.F. 3' MIN. STAKES TREATED NT• F2_1 CONTROL VALVE NUMBER W1 UK C13AT 13V 13LYWIC 0713 STAIN. TA T -• LOCKING LID CONTROLLER - RAINBIRD - REFER TO DRAWINGS o �OF BALL AFTER R STAKIN�JPFINISH GRADE FINISH GRADE # i 30' LONG 3/4' PVC HEAD KE 1 ?' P.V.C. SLEEVING - WIRE TO MULCH CIRCLE WATER BASIN 1 1/2' MIN. VALVE AS APPROVED - - - Y - = V BRASS MANUAL DRAIN VALVE 1 HEAD COMPANY & CAT: N0. RADIUS C.P.M. P.S.I. _. M ' K MULCH CIRCLE IN . Uj TUR Am I �� FIBERGLASS BOX W/ LOCKING LID n p RAINBIRD 5 SERIES 5' . 10- 20 30 BACKFILL SOIL MIXTURE AS SPECIFIED - V ELBOW FITTING -01m 0 RAINBIRD 8-FLT SERIES 8' .4-1.6 30 04 iCARIFY WALLS L BOTTOM OF PLANTING \ • 2' AIR RELEASE VALVE PIT. M:N. 2 CU. FT. WASHED GRAVEL SUMP • �- ° o,�p °° a° ° MIN. 1 CU. F-, WASHED GRAVEL SUMP r+�+ o ^ ° 0°�0i °Og`g" 5/4 x 6 x 16" COMPOSITE DECKING • RAINBIRD 10 SERL.. 10' 4-1.6 30 SET ROOTBALL ON UNDISTURBED SOIL -- V P.V.C. SCH BO NIPPLE -FULL LENGTH OF BOTH SIDES 0 M 4 RAINBIRD 12 U-SERIES 12' .65-2.6 30 GROMAX BAGS AS SPECIFIED LASCO SWING JOINT AUGER AN 8' H0_E UNDER EACH TREEU-., P,V.C. MAINLINE AS NOTED RAINBIRD 15 D p FRIES 15' 93-3.7 30 . � 0 Q I- p ,� n FILL WITH 1 1/2' DRAIN ROCK. N MANUAL DRAIN VALVE DETAIL DEPTH O PACTEDOSUBGRADELL OR THRu N.T.S. AIR RELEASE VALVE DETAIL V DENOTES VARIABLE ARC NOZZLE OF SERIES SHOWN =- CONIFER PLANTING DETAIL (REQUIRED ONLY IF BOOSTER PUMP IS INSTALLED) NTS AL MP ROTATOR 3000 ADJ. .97-4.07 50 NTS FINISH GRADE RAINBIRD 15 SST STRIP 30 10' ROUND FIBERGLASS VALVE BOX PROYDE , =I IS Strong Sox Enclosure SBBC - 60ALHP � RAINBIRD 5005 #s 10N ADJ. 9. 7 60 (3UAMP DISCONNECT ECT O ISOLATIGN VALVE (BRASS) W/ SCH. 80 PUMP LOCATION PVC FITTINGS 3" G.I. union O Q RAINBIRD 7005 #12 - 59' 12.0 60 (s P,V.C, MAINLINE AS NOTED 3" G.I. Union 2" Cycle Stop Pressure Control Valve UNLESS OTHERWISE NOTED Pressure Sv-itch - S0."D' i 2"x 2" P.T.D.F. 8'-0" Tree Stakes + A NO. S REBAR ANCHORS KEY v Do Not Penetrate Root Boll. (3 Stakes ¢ o 3" Bross Check Volvo GHG-2 VAL �E I��1� 1 / Per Tree - One Coat Olympic Stain 4 THRUST BLOCK ` #713 Required) �d I I ' Pressure " Face s ' Tree Ties/Rubber Hose w 12 Gou a 100 P.S.I. Rating Tree Wrap - From Ground To Frst BOOSTER PUMP _ II - + CONTROL VALVE NO. I i i I 1 S ; 2S 3S 4S SS 6T 7S 8S 9S 10T' 1 T 12T 1 q� x rant . JACUZ_i (3DB1.5-T) I Gal, -%k el Pressurized Cut do Remove Bottom Of Wire Basket ISOLATION / GATE VALVE DETAIL (BRASS) + . Diaphragm Tank'" Model (wx-101) 1C.P.M. 36 15336 20 43 43 3427 40 136 : 43 36 emove u op Twine From cpp I G.l. Fillings Req'd. � I i I I I Of Ball After Staking.Place Top Of (PVC WITH APPROVAL) "ITS j 1 Rootball 3 Min. Above Adjacent _ 3" BRASS BALL VALVL CONTROL VALVE SIZE1.5 11.5 1.5 ! 1.0 1 1.51 1.5 1.5' 1.0 1 1.5 1.5 ! 1.5 1.5 ' Finish Grade. 3 �- _� " Bross ISO. Valve ._; xi Mulch Circle Water basin 1 1/2" min. 5 1/2" Concrete F o v v.. i 2" PEB M.V. CONTROL VALVE N0. ep Required I 13T 14T 15T 16T 17T 18T 19T 120S 21 T 22T 23S1 FINISH GRADE 2 it Min. Teas park Mulch Circle In I C.P.M. 96 136 46 36 36 35 21 27 49 36 36 I �_ POP-UP SPRINK_ER BODY 3" SCH. 40 M.L. I I Backfill Soil Mixture As Specified. W/ NOZZLE AS SPECIFIED 2" O.C.V. ... i-- L 2-1/2" BRASS BALL VALVE CONTROL VALVE SIZE 1.511.5 1.5 1.5 1.5 1.5 1.0 1.0 1.5 1.5 1.5 ScorlfX Walls & Bottorn Of Planting 1/2' BABED ELL SRREET ELL FITTING w/ MARLEx SCF SMA T IC BOOSTER PUMP ASSEMBLY 208 3 PHASE VOLTAGE REQUIRED Tree Root Barriccde Model RB-18 As DitAmerican red yrizonProducts 1/2' POLY FLEX PIPE - 16' MIN., 24' MAX. NTS DESI(rl�' CRITERIA As Distrubuted 6y Horizon Inc. I N Set Rootbail On Undisturbed Soil. 1/2' BARBED ELL FITTING BES r-PAKS As Specified. •THE DESIGN OF THE IRRIGATION SYSTEM IS BASED ON 45 P.S.I. 0 THE 2" Trees & Shrubs Tyo. P.V.C. LATERAL LINE AS NOTED 5'-8" STUB OUT. WITH BOOSTER PUMP - 80 P.S.I. 0 75 G.P.M. 2 x Die. of knot BallDD NOT USE SIDE INLET V-3- ENCLOSURE SIZE 1 SIEMANS PUMPING PLANT GENERAL ATO TES PA.NTEL REO-D. 208/200 87OSE6 MD POL'. FLEX RISER DETAIL 18001 SEPIES ONLY • ( - VERIFY WIRE & SCH. 80 CONDUIT N SIZE FROM ELEC. ROOM TO BOOSTER TREE PLANTING DETAIL - SHRUB PLANTING SIMILAR "TS ' j PUMP LOCATION. •GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUIRED SLEEVING SHOWN 0 6" x 8" ON SITE PLAN. LANDSCAPE CONTRACTOR TO VERIFY WITH GEN. CONTR. NOTES m BL'K OUT OUTLET LOCATION OF ALL SLEEVES BEFORE STARTING WORK. ' INLET -IRRIGATION HEADS TO BE HELD A MINIMUM ()F 12" AWAY FROM ALL FNISH GRADE N 1" CONDUIT02 EXTERIOR WALLS. 1. e&B STOCK MAY BE SUBSTITUTED WTH CONTAINER STOCK OF EQUAL GRADE. L �- -RAINBIRD SERIES BODIES TO BE #f806-SAM-PRS MP ROTATORS ON 2. CONTAINER STOCK MAY BE SUBST1rJTED WITH B&B STOCK OF EQUAL GP,ACE. / � MIN. 24" COIL ON CSN-ROL WPE x M N 1812-SAM-PRS BODIES. 3 PLANT MA:cRIAL SHALL CONFORM WITH AMERICAN STANDARD FOR NURSERY STUCK, + .r ANSI Z6J.1, 1986 EDITION. I r . r ALL TREES SHALL BE BRANCHED. I _r - ELECTTRIC coNTgpl- VALVE: I •IN'STALL VALVE BOXES PERPENDICULAR TO WALLS, BALKS AND CURBS. MULCH ALL PANTING BEDS WITH 3" MIN. LAYER OF SPECIFIED MULCH. --+--„--� INSTALL PIPING IN SAME TRENCH WHEN POSSIBLE. 6. IN THE EVENT OF A CISCREPANCY BETWEEN THIS MATERIAL LISTING AND THE 4" 1 -3 -INSTALL HEADS PERPENDICULAR TO SLOPES OF FINISH GRADE. DRAWINGS, rHE DRAWINGS SHALL GOVERN THE PLANT SPECIES AND QUANTITIES REQ. -I- FIBERGLASS VALVE BOX W/ LOCKING LID *PLACE TWO 2 VALVES IN SAME VALVE BOX WHEN POSSIBLE. IN THE EVENT DF QUESTION OR LACK OF CLARITY ON DRAWINGS LANDSCAPE PUMP PAD DETAIL ( ) CONTRACTOR IS TO CALL LANDSCAPE ARCHITECT BEFORE PROCEtDING: z , -INSTALL HEADS FLUSH WITH TOP OF WALLS, WALKS AND CURBS. U LANDSCAPE CONTRACTOR IS TO NOTIr Y LANDSCAPE ARCHITECT PRIOR MIN. 1 CU. FT. WASHED GRAVEL SUMP -INSTALL HEADS A MIN. OF I" AWAY FROM WALKS & CURBS. To :NSTALLA.TIGN OF PLANT MATERIAL t GREEN S,DE UP. �I , - NTs -WHERE Q.C.V ARE SHOWN ADJACENT TO CONTROL VALVE, INSTALL IN VALVE 9, ACJUST PLANT LAYOUT AS REQUIRED O FIT IRRIGATION COVERAGE PATTERN. ° 5/4 x 6 x 16" COMPOSITE DECK!NG t . r FULL LENGTH OF BOTH SIDES BOX WITH CONTROL VALVE. IF (2) VALVES OCCUR R IN SAME AREA USE E L L O S E S IL O C f P.V C. MAINLINE AS NO rr_D _ JUMBO METER PDX #190-106. r P1.S+S+C C Q A T E S P.V.0 UNION ON ONE SIDE OF VALVE -PROVIDE OWNER WITH THE FOLLOWING EQUIPMENT, IN ADDITION TO WHAT THREADED NIPPLES dr ELBOWS - TOPICALIS SHOWN ON THE DRAWINGS AND SPECIFIED (EQUIP. TO BE LEFT IN ARCHITECTS P.C. CONTROLLER CAB'T): k CONTROL VALVE_ ?301 BOX DETAIL (1) VALVE OPERATION KEY AND VALVE BOX KEY 1230 8W "at Ave.. #300 NTS (1) LOCK CAP KEY Portland, OreOon 07204 (1) QUICK-COUPLING VALVE KEY WITH HOSE SWIVEL Ph.: (503) 223-15953 Fax: (803) 21J4-0827 _ IB' SQUARE SOD PANEL REO'D AROUND EACH -- RCTOR SPRINKLER HEAD �- - r'INISH GRADE ROTARY POP-UP SPRINKLER -� AS SPECIIIED • LASCC 3/4' UNITIZED D-RING low SWING JOINT P.V.C. LATERAL AS NOTED j"TT (TYPICAL) AND CUT LOTHREADED TOALENGTHS NDARD RSPECIFIED ADJUSTABLE RI >ER DETAIL ROTORS DATE: OCTOBER 2004 N7F JOB NO.: 0208.90 DRAWN BY: AMM CHECKED BY: HSB REVISIONS: 1 � BEIGHLEI' & ASSOCIATES INC. -- `� � LANDSCAPE ARCHITECTURE do PLANNING 12840 N.W. Cornell Road, Portland, Oregon 97229 e, (503) 643-4796 FAX (503) 643-4798 J08f. 035C FILE: 0432rev.dwg U `+!' DETAIL SHEET LANDSCAPE DETAIL SHEET � 4 OON 7Lm�l 0 10 20 40 L 5 1 LEGIBILITY 31 RIP 3 a 3 E g y a 26 28 ..�G�> I �� rR`M+M�f�!FAYI�M'�il«}.��+.4J�di#�dA<l�J,1,oda,.,�b�L,l,ll,il.l�. .,uo+.�� ,...,+a:.,q.•J.-+i.�. li .l�:wl�'�-I11.L ,�IA+�I�+�cl. y ,tl} I Mr- �J• IN r tt 4 CZ) TYP 4 ! )TDP Z 2 �• ■ C4 W �\ © 2. O 4'-0"*_4 �4 -0 y4 0' .91 came,came 2 c, ` e ` •ftftb ALIGN y T SITE FLAN - ENL EE -.4 Lp x/.� I ` �"•+ ..� `: MOUNTAIN ROAD IMPROVEMENTS, =+- ■ ■- ....■ s -__ A A f A I j LL! • � ? o A I �o A I IiG A I I � GENERAL NOTES 1 �! SITE KEYNOTES - -• -- -- • i � 4'-Z' ofZ"-4' � __- 104,_x„ 3.m I'.>4_�,�_�- --J 19-2"3 -0" 3 •Z s -m' �•, I 'f I. REFER TO CIVIL DRAL'AMG6 FOR SITE DEMOLITION,TREE REMOVA,LT'ROTECTION,GW nWj AND EROSION CCNITROL.SEE SITE dkZVE� I --- ------------ -� t 2 1 J 1 A Tl'P OF (/J� -® AND CIVIL DRAWINGS FOR EXISTING AND NEW UTILITIES.ALL IFOrd1ATICz1 SHAW BASED ON SURVEY. IGHT PO' E WITµ CONCRETE BASE. REFER TO Ei.sCTRICA- AND SEE A!SO ,31 © L Ii 1 I 2. ALL RADII AT 3'-V'TYPICAL-,UNLESS NOTED OT: RWI IESE. ALL TRAMPED SIDEWALKS 1':12'MAXIMUMS.OPE. U 4 NOT USED. r 4 �� i � - I u j - 3. ALL C0NCPEM JOINTS,S'-VON CENTER UNLESS NOTED O( BS HEW5E.ALIGN SIDEWALK EXPAVS:ON JOINTS TWaO"CUR ,IN-LINE O f .9 WITH BUILDING AND LANDSCAPED PLANTER CORNERS,TYPICAL.6EE G Q F 0 DETAILe BUSSES ONLY' PAVEMENT MARKING - SEE DETAIL a2. 0 6 10'-3" ~ 6m'-3" 34'--ILb IGN TYP_ 4. SEE ELECTRICAL_FOR SITE LG+TING AND OTHER ELECTRO RELATED IPFORYIATION. T 6 PAINTED 1 RA.FFIC ARROWS - SEE DETAIL 2 , / S RS' Qj t x ;� 0 • I , 5 ALL DI:'+EN5411145 TO ASPM-T PAVING SIDE OF CONCRETE CURB UNLESS XOTED OTHEFWbE. © vj�_,,nP _ 1 'LOADING ZONE' PAVEMENT MARKING WITH DIAGONAL PERIMETER MARKINGS AT 36" ON '�{��' 6. ERECT TEMPORAR, 5&45 AND BARRIERS TO ALERT PUBLIC AT ALL CCN•5'4JGfION AND DEMOLITION EDGES, CENTER - SEE DETAILQ (5) 64 L^ n. �\-1 REFER TO CML DRAUAN G6 r•OR ALL GRADING INFORMATION SITE"-R.GrEMEr-S AND SITE UTILITIES TYPICAL FIRELANE - DO NOT BLOCK' PAVEMENT MARKING - SEE DETAIt • �� • © ,1✓ (I+'e 2. _ • A NCs� 8. ALL CO6.TE SIDELALK5 BWfdi ADJACENT TO LDING 10 BE COOINATED WRE ITu ALL ENTRY/EXIT DOOR THRESHOLDS-NO MORE ® Le V I TH1/4'ELEVATION CHANGE ALLGLED PER ADA t ■ Q ,Ip1 3 Qi Q I 8 QA9} 'FIRELANE' PAVEMENT MARKING - SEE DETAI SIMILAR TN I k 4i „m r' S, p �G� s� 8 r S. ALL PERIMETER CONCRETE WALKS SHALL°LOPE AWAY FROM BUI-DMC 4'11N,"OF 2%. (PIGAL. AN I ✓ � I 0 � � � � � Q 10. PROVIDE PERFORATED FWCATION DRAIN AT BUILDING PERMETER AND AT INTERIOR BUILDING RETAINING WALL LOCATIONS I BOLLARC 5 - SEE DETAIL REFER TO CIVIL FOR GONrECTION POINTS AND ELEVATIONS. e d" • 2.1 13) p / 6 \ - O ` 0 fib, PG TI P C .h FK 1 i A : • 11. REFER TO LANL)SCA°E PLANS FOR IRRIGATION SLE_VING REQUIREMENTS. 1 DESIGG4ATED PLAYGROUND AREA - SEE DETAIL 2 I N A2 (3) I2. REINFORCEt1ENT AT 32'0N CENTER BOTH DIREC r10N5 10-0'OUT R2c'M GRID J M SIDEIALKB-SEE STUaUJCTIURAL. ® �� •,m' \'� � � ///y ` � I PAINT DRLJS SIDE OF GUR5 'FIRELAVERED AND PROVIDE 'FIREL.AP'E' MARK NGS SFE 13. LOCATE STREET TREES 15-0'"1MII1UM FROM STREET IGNT,EVEN SPACING. ® DETAIL � 1 �J g •' ` j 0 • / 14. STREET DIMENSIONS 5440UN FOR REFrFV CE ONLY,NO SCOPE OF WOW,IN R&4T OF WAY. civ \:J '�j l / K) N n \ 6 CID L j L_-- --- -- -------- BICYCLE RACKS - (12) STATION JNIT. 3-0" CLEAR FROM BUILDIh1Cs FACE- SEE DETAIL .zJ �m ,� i �, � 6 ` y �•�, tr j TREE PROTECTION NOTES ® BICYCLE RACKS - (8)STATION UNIT, SEE DETAIL 23, Z8' 0 yCC clN I J A BEFORE START OF ANY WOK TE FOLLOUNNG MEASAES SHALL BE PkNDED: - -- -- I PROVIDE STANDARD ODOT 'STOP' SIGN WITH GALVANIZED POST AND CONCRETE FOOTING. 1,'0G, \ 1 /e ` !1) I-W I � - �� I. READILY VISIBLE TREE RE CINIG(T-0"HIGH GHAIN•LMK WITH POSTS 8'-®°APART nAXRAtM ANCHORED IN$OIL 2'-0)SHALL BE 8' WIDE BAR UUIT'; �,, NTERL NE MArdGER AND '570 PAVEMENT MARKING - SEE r 1 tl , � ` ��✓ • �5'-1" 56'-m' ,0 ■ ERECTED AND MAINTAINED COMPLETELY*A1Ftfa10NDRYa THE CRITICAL ROOT ZONE OF EALrI EXISTING 1F�E IAPPROXMA ELY I'-0" I "" 5CL!n GF ! �' • / - V BE-ONE)G RTP LINE),OR GRAF OF TREES,UATHIN 50'-0"CF PROPOSED DEMOLITION OR CONSTRUCTUON WOW THIS DEFINE5 THE DETAIL � I Q � � r* _ , �� ■�• -'- 'DESk3NATEO TREE PROTECTION AREA'. FENCING TO BE HAMTARED THROUGW%T THE ENTIRE PROJECT. 2_ '� . 2. NO ACTIVITY MAY BE CO rAr-TED.OR MATERALO STORED OR DEPOSITED.UFTHN ANY DESIGNATED TREE PROTECTION AREA DOMESTIC WATER BACKFLOW DEVICE WITH VAULT - REFER TO CIVIL. ' �� / 1 N�AL''� `� _, ■ �'�• +_• •�w ■ wy ® _ / �.. 3. DURING GT1sIICTtON NO PERSON ST� HALL ATTACJI ANY OBJECT TO ANY TE UATHM ANY DESIGNATED TREE PROTECTION.AREA HI ON5 WATER QUALITY SWALE - REFER TO CIVIL DRAWINGS FOR CONSTRUCTION AND LANDSCAPE • \' .� " ICN t� 'n 4. MULCHI COVER TO A MINMDEPTH OF SIX.INCHES,PLYWOOD,OR OTHER SIMILAR MATERIAL 15 REQUIRED AT ADJOINING DRAWING FOR PLANING. 61I \0 I I DE$IAVATED TREE PROTECTiON AREAS TO PROTECT ROOTS FRU1 DAMAGE GAL6=D BY HEA`^'EQUIPMIENIT OR 3MILAR I5SUE5 F ® \� 0 ■ FENCING IS IMPOSSIBLE NOT USED. 4� / �S Tr �D A • I \� 5, DE51GNATED TREE PROTECTION ';MAI SHALL BE PROTECTED FROM EROSION ANL SEDT ENTATION. CLEARING ONERAT:C h S1,A-L ■_ • � � 1 I BE r:a0jCTE•D SO AS TO E^AiE TW SMALLEST PRAC,ICAL A1C-A TO SOIL EROS ON FOR THE LEAbT 00681BLE TIME. NOT USED. 6. `��CJS&ffAGES OR UTILITY TRENCWWx SHALL NOT BE LOCATED 0TWN DESIGNATED PROTECTION ASEA6 VTlOIJT PRIOR O NJT USED. c a �, �= \•� 1 1 `. 45'-®" I G • VAL 1. CONTRACTOR l IA--Y-E FOR WELL-BEING OF TREES DESIGNATED FOR PROTECTION. © NOT USED. 8 TENANCY AREA TREES TO BE TtERAPEUTICALLY TREATED,PRUNED AND CABLED AS NECESSAFr TO PROVIDE PRRoTECTION FOR PERSON ANA PF3Cr�ERTY BOT.+IN AND OUTSIDE OF TIC AREA CHAIN LINK.FENCE TO BE ERECTED AROUND TE4ANCt AREA GRAVEL '--REFER TO LANDSCAPE %, ■ c,p `J. BEFORE ANT 1001 UT14N THE PROTECI.O A!,IA AND/OR F FENCNIG NEEDS TO BE ADJUSTED DUE TO HARDWAPE C01,45TIRUCTION, r SWEETS FOR WORK IN I IT WILL FIRST REQUIRE I,#APPROVAL OF ;GHSL'LTNO AFec RIST WPO WILL THEN OBSERVE WOW ON$ITE. ,(� • THIS AREA, SEE J �J4�J NOT USED. �9 / I w }� ALTERNATE. �= 1,0 STRUCTURAL AND DEADW,'V TREE PRUNING WILL ALSO NEED TO BE GOMPLETFD D11121"6 CONStRXTION SITE PPARA REI /SITE jn • S � CLEARING M ORDER TO MAKE TREES SAFE FOR 9UTaYOUrUDRNG"ER9GN8 AND PROPERTY. ARBORICULTURE TECHNICIANS UIORKING I WITHIN THE TREES WILL ALSO NEED TO INSPECT TI$TREES VER) G4FEF L Lr TO MAKE BURS THAT PRESERVED TPEES ARE L1ELL ® LOT USED. I \0 / i Q LL `L u'yy L u Pp -ARED FOR TUE rjWW-ZMMG CONSTTaCTION �p�� • ,a Il. HAZARDOUS AND NUANCE TREE RFJ•1OVAL WITHIN r-'ROXCT BO-INDARIE6 N''FJ3 TO BE COMPLETED IN A CAREFUL MANNER A4 iG ® DOMEOT,G WATER METER AND VAULT REFER TO GI/IL NOT DAMAGE ANY PRESERVED TREE ANY TWE-OP EXISTNG STUMP REMOVED WTPN 15 PEET OF A N'oESER/ED TREE NEEDS TO ,(Uf --�^3� I ARCHITECTS P.C. HANE THE STUMP GROLt4VUT RATHER THAN EXCAVATED TO(REDUCE OVERALL ROOT TRAUMA NOT USED. ' ' • 12. AFTER PROJECT C)MIPLETION THERAFEUTIG FERTILZATION ULL BE NECF58AJiT FOR ALL PRESERVED TTE�EE TO HELP 6TRIJLATE i11 m 'Lti� ® � ■ 1280 8W First Ave., 1300 NEW ROOT GROURH FROM ROOTS 001, RFD PJRA'I.COMITRUCTICN AND REPLEN1864 ANY Low OF 601L NUTRIENTS FOR OPTP^1U' NOT U ® SEI'�. Portland, Oregon 67204 \' .m oran TREE GROUrN it ��, r/ x g \. 1�d1 I ph.: (603; 223-88(53 - ------ - - __- v -- - - _ -- ------ N07 USED. (603) 294-0827 SITE KEYNOTES -- - \ 4 CATCH BASIN - KEFER TO CIVIL �� I 0 /' � � V ■ I A EXIBTINJG T1DLC8 TO REMAIN AND BE PRc7TF_GTED. SC-E ALSO CIVIL DRAWINGS. DO NOT ET-1 • * Volt A 4 AREA DRAIN •• REFER TO CIVIL AND LANDSCAPING '� ,1EOPAKQDIZc THESE TREES IN T-LE LEAST. REFER TO F'FZOTECT(ON; NOTES FOR MINIMUM �,�O I l - I 4 INSTRUCTION. I .A F E3 35. " / A O Ilti u� �n 4 ASPHALT SPEED BUMP, T , IC"L OF (6) - PAINT ENTIRELY. WHERE BUMP OCCU,25 � ® 'y � ■I ' a • EXISTING NEIC'1IE30RINCt BUILGINC+ TO RFM��IN ® ADJACENT TO CURB OR EDGE OF PAVING, PROVIDE 12" OF CLEAR SPACE. SEE DETAIL zt 0-��11 � � ®A _ ■ �r _ ■ _ ■�� ► w ■ ■ o i� � M NOT USED. AREA OF _ANDSCAPIN:, REFER 70 LANDSCAPE DRAWINGS Mm ■i •_ •_• ■ B NCH MARK i I °i q f�I XI-040 ' EXTERIOR BENCH - PLACE AS CLOSE 10 THE BUILDING EX.T-RIOR AS POSSIBLE. I CONTRACTOR -- f TY (CAL 8''x8"xI" E ILOCKOUT FOR OFCI STUDENT TILE - (28) TOTAL COUNT AT SIDEWALK VERIFY ® TO LOCATE �r • TY I O�fi LCnATIONS WITH ARCHITECT. • I IC O TYPICAL CONCRETE SIDEWALK - SEE DE'.AIL� CONCRETE PEDESTAL FOR ELECTRICAL EQUIPMENT - 'dERIFY REQUIREMENTS LITN 'JT:LI'f7 c l 0) ( I I ■ • 2 COMPANY. ■ 1 1 Zr • 4 PAO MOUNTED TRANSFORMERS AND METER BASES - VERIFY REQUIREMENTS WITI4 UTILITY I I U I O DRIVEABLE CONCRETE WD WALKWAY - SEE ETAIL 22 SIMILAR COMPANY, I mIIIIIIIIIIIII tai• Mm 41'r" • 104 -1" -- _ I �■.ra • �y �w ■ _ ■� • ■=o n ws■ sn �� s ■ O 'HE'AVY C:UT7' ASPHALTIC CONCRETE PAVING AT MAIN TRIJ:K AND BUS AISLES - SEE O 4 60 OFC( UNIT PAYERS CI.NJTEREp ON PLANTERS, BLOCKOUT IN CONCRETE SIDEWALK - 161'-II" I I - DATE: FEBRUARY 2005 DET.41_ READABLE FR.GT1 NORT a. t-- j PFF'd=ENDICULAR 10 ■ 'I' - I - -- F;T= UD c t Ij7SR� ■ ,� U -__. _ r , WEST B C ARY Q �•� JOB NO.: 0208.00 4® GENERATOR UVEF2 8" GCTNc;RETE SLAB AT FnOTPR!N1 - SEE ELECTRICAL FOR n, Cn � I ' � I lel ■ �- n3 � I �•(� -� Li.J DUTY' o CLEARANCES FROM TR%SFOfZ-1ER - VERIFY REQUIREMENTS WITH LITILITY COMPANY. lL t" - a.ia DRAWN 8y: OB, Jrp O 'L16"T DUTY' ASPHALTIC C�ONCR:£TF PAVIW.% AT PARKCIN{G 4N17 MINOR DRIVE AISLES - N- Q = I } �- --_----..------..--- ---- SEE? DETAI Q NOT USED. _ ' I t � U •�+' CHECKED BY: 3S w oil I l 11 -- - -- - O - �` -m • �� w • w �. ■ ss• w ■ o■ ■ Q Q REVISIONS: 10-11 - 4 _ ■ �- ram • w ■ w w� • Q l[ ---- 7 1R<1FFIC RATED VAULT WITH DOUBLE DETECTOR CHECK VALVE FOR FIRE 5P'RINKU-F.R ALUMINUM FLAGPOLE - SEE DETAIL 1t - BER;VICE AND ASSOCIATED r-iRE pEP'ARTML'NT CONNECTION STANDPIPE WITH I v8. CD in I • I rai ■ _ _ ■ _ • _ w ■ .� _ r) POJST-INDICATOR VALVE - REFER TO CIVIL SEE STRUCTURAL POF P•EINFORC:EEMEMIT AT WALL/SIDEWALK ■ FIRE? HYDRANT - REFER TO CIVIL PLAGF 1' CLEAR TO DRIVEABLE SURFACESI I �Q NOT ;L�5FG ' I 1 d) © FILE: 02060_200SP 411.dwo O9 NOT 115Ep 0 � EXTENT OF WORKS THIS CONTRACT EXTENDS TO EDGE CX- RIGHT OF WAY ON WEST �- I �■ ■ w � ° ■ • � Q � ., .. ■ • w �w • _ rim � _inn ■ ■�■+" ■ w■i. .n.w, ■ �. .w. ■ b X b -0' UIHEEL STOF'9 -IN TC A9PHJALTIC PA✓tNG WITH MINIMUM 12 ■4 REBAR AT (�I ® PROPERTY" LINE CNLY. TH415 CONTRACT DOES NOT INCLUDE WORK WITHIN 'RIGHT OF WAY'. % I OVERALL PLACES EACLI STOP w _ _ \ w ■ �� ■�■ • w w ■ �■ �� ■ SITE PLAN DE51C'sNA1EC' 'GARF'f)Oi_' FARKIIYa 5PAC;E:5 WITH FAINTED MARKING PER L�EiAILB t �a� �}- j ■ z I . �� Si E I L,4N a /E1,Rp4LL j i / - DESIGNATED 'CCY!PAC:1" PARKIr SPAr;E�J WI"TH PAINTED MARKCin♦/s PER DETAIL 2 1t r._,.-._..-- A2 . 0 T 1 cr - ., .4.T �. •,w!'�:- 1.'-..gip., . LEGIBILITY STRIP 1 z zI l 1 I11I 'I'�rn .,w.F �..{I I. ��iL��. I I II ' I I � I � � I'e I ,�1�.4'�I�l�1�A�4�•bI.L4Lf.u,I,U«U. t•�I i ;. �e G I IN we i 7. • l 1 f 2" jiDE 5TEE_ 'ROE- $IMiLAR C.ONDiTION: • 45A1•h�.LTIC CONC ar£TE 1 EACk Si' W1 E 7 6X6AJW) 2 AT DRIVEALDLE -Tit T t3.:R paVINO c or- WALKS ONLY ! i G== _G-' I✓C-E ..ti BRC---" F,N 5- ,l . BRCJI" r'.�.. _ T • B:SE .Y.E i-- -'f- 'F �c 3` -POURED CONCRETE '--�-- GON IN60O.5 4 R-°BAR ^� �j n CURB OP AN. SOTTO,! cl _ -- O 0 �O O c�h� �; 'o�C^uuT='J mac•- �- A2. � ! 2 7 'r � �, n .,n �i n �%T \— oil � -C,- .�7. -,n�J - - ---__- J LcoHCRETE SLAD 3'Q 'YID '' TYPICAL CONTIIWL 4" LLNDE x ' DEEP - - - - - - -- - -- t s- TACTILE WARNING ON d` DRIVEABLE I >=CONCRETE PAD - SEE IPMT A--) pTOOLED JOINTPOURED CONCRETE 0 -�''- � ' \ 2 ,.JADE STEE_ 'rc.'krE_ LEVELING COURSE EaGr+ 51DE _^_—_..,� a_— ''� S M_AR SEE LAN06C :- I L'L3p"- POi_E Ah:. BROGr FiN, i SIA' �'-- -Ori c 5 - —3 `� v' ASPNA,TIG CONGRE`E HAKE WARE I . :1' PA✓I!rG r • -E.. OCCURS - SEE I _ — — _ j — _r_ — ----- -_ .rT-- 11 2 Q -- ,.�- --- :s-•- r p © o i ^ �( ,� +..GGRE3A'E BASE a --- -,: J B lu SIMILAR CONDITION: CONCRETE S.AB � -'E bxb/1:JI�xWIm A' DR'vEaaLE� 1i4" RADIUS - TYPICAL B�tBCsR..-iE i L r.NDBCAPE wA-KS Y i Q - C. EXPANSION JOIN ExPAN$ION MaTE12iAL .ti I T"rr.r• � ,_E FAHR�. � -----__ � �_-- 3E..'E✓- - -:•3rt� I a T�' A 1 � � <G � CU F4 �INC� 6 NOTE � C LSD I.J L CURB FAVING F'AVE!'1ENT MARKING TO 5E A2. 4" STROKE � �+ A�. 1 V1" • i'-D" A2.1 V8' • 1'-O' p" A2.1 1/d . 1'-D ASPNALTIC CONc�" Y ,- DRIVEABLE C1.�GRETE - _ + WELDED WITS•.FABRIC xWlm STAND/.W,- S_l*, Q:E-E 3NJ -- i PaV1NCs WELDED WIRE FASR�G /' WALKWAY r J CONTINUOUS •4 RESAR 1 -, 3 6 f *OP AND HOTTO"1 WA.K DR!'/E x �DRh� Lij �� - ♦-E= S=EE: Im-0" AiVE jE 41rt'E _r 'HICYCL 5. `�' -1--EIRE POURED CONCRETE * GONTR4,C\.5 •4 B.:R .:T f---�— r,-- f GONTINUOI.S •< B.:R 'n ,PIER P. - CC_.RS SEE y � TWICKENE: EDGE - TUIGKEtiEO E:KjE ` � ,� cr •SSI°4+4 P-1 �*�Cs _ Qo ASPWA�T PAV1�+Cs -- -� -- - � - - - - - !�L AND a° I e L AN:D � ---- _, . . 6,5115 LE AR<ING � A2.1 1.�8' I'-fr7° A[-� f/0' • I'-m' Ate.. 1/>D' • I'-D' � �� ; _ -----3 -. � �_'_'_-^7-�.-_- � c �_- .rT„'' a_ - _ - - - ----�Ic ' SE _ SEE C Z. T): W_AN A` ..kG�.2 3 .t ....� _-� ON '' ExP.:�NS '�"'ATER A, -� , ` COM=..cTED uu CG►-pAr-TEDco _711 - --_-_ ___ - x✓ -- -c, iZ<kREGATE H:.�� ACsCsR. saTE BASE - OZ O I�V0� JND*JVd ON _� �� ! d+ J AGCsIs'EGATE B:-SE ��' �' ��GEO-ExTILE F.:Prc { GEOTEYtI F i7 - LE A8RlGti r PAVEMENT MARKING �°RE -`'DRANT Z � I-- "� GOMPAC'ED T COMPACTED `:� SEE I •-.f •, .+° �..,-c S�1HGR6DE SuHG�R:iDE ® } -- NOTE: Ci>a1v _ CO• NO TOOLF: -Ems=-pC _- 6 HILAR rr N= OR- rY►�r� rrr•• • r.rrr.... -�k- -- ------------ ' •..\� :i-=�� _ =-:aQ Z e - I IIcSc • • � mr _ E x5 , BLOGIGOUT FOR ; .k r : '� 8 �..% I M-!✓ � ,� f ��i ,Oil T*r I I C f-� Il,u ._{ n O�i c5" x. CFC, STLDENT TILE- - - ---�- -- -- ------ -- _ A '1 -E" A� ' c' _ V! • i'-D -- • t y �,'2Ei TOTAL COLJNT AT W I { •W SIDEWALK --DR.AE-5-E C - .__= -- - - -- - -- 2c � „ -0. N •.- _ - WAL.K•.,- WI .. bxb'.:�2r_ _ STAPS2ARD GO►vc = n .4iAN-LIWfIENCE v UBLDE�.`WIRE F.,9Rc , W,O,Lpyip. DOUBLE 6'-�A"GATE WIT-W a = LAN_.SCAPMCs WALK LANDSCAPE A� flTANDARD GONGAE'E— _ _ • _ -- _ -- mac-- ; —�D /. (PLANTER AT S1M._AR) ,.cALKuAY DIEOF'ROD NAEP � E ` DEVICE - SEE 5c*+EDULE-� { FOR"ARDWAR-F -- A�N-LIMC_FETICE 1 = •I - �t �7 , FOM. •D�. t DR1 VABLE 1 SIDEWALKCOONCRES Q . - _- _ - - - V` - -- -- - -- - - 5E_0_ CiR-;DE ' ASE ;:-WIN DASWED o I�- i-- - - --sr— -7 ` _- N- - - 1% -- CC7NDET.SR P!T -�AL-IG-� . _ : _ r_ r �. � / �.`. _ _ _• _. WI'M ME GRL.'E 8" Ey„ ° •c COPIPACTED —NO CICMNED EDCxE c� T..I A' r-�ti ACars Gt;= "'ASE AGGRECWE BASE S'MILAR CONDITION s..'E EASE f .. E.J.' UJAL< EDC= T�'FIC141 ;.�,> � < =DQE DETAIL I 2 e DEU)4 T -� _ A2.1 I Vt" ^-O° A2.1 1 I/1' !-©" A2.1 I t/1° • 1'-m'' t C E.J. - TAP.PT. - Jc $. W W LLL k ---- E.J. TAN.-P�.__'__ !; sLic�c ' a y ARCHITEC i S R.C. I - gym• + �- '230 SW First Ave.. 1300 I, Portlen-z, Oregon 67204 Fyn.: ;503' 223-583 (503) 284-0827 W NOTE: SEE STWa C: JRAL FOR CONCRETE SLAB-TO-WALL REWORIC-EMENT IN THIS AREA Cs>6, CWAIN-LINK O PENCE ,4 NOT USE a./ 15 N`/� U5E.-6/ _______ • I LL I i �, Y � .. I 13 CO v=RED Fl-A�' 4 'EA r----COLOR I WALL - A2.1 V6" 1'-B" ~- ! r. C.t"1<!WAIL CAP - COLOR 2 7 r I }, !!EE ALSO / rl 1"x3' GAL.VANI?ED TUBF S-EE� =IZA-E �UW WALL CAP - COLOR 1 I +'• I% A•NLESS STEEL C;45�ES A, } MA60NRV • MATCN EYTERIORi; " CENTER MAX M41-1. CAB-ES TO NOT DEFLECT FOR L- 6Fh4ERE TO PASS COLOR ' GOURSING/T'rPEi T DATE: FEBRUARY 2005 P: ►�UCvw - NONE A' S"ILAR CONDITIONFOO --- -- ---- - • J08 No.: 0208.00 DRAWN W �l W -- LANDT'scAPE PLANER � CI�CKEOY•BY: =_ ---S9 t I, i REVISIONS: 10-15-04 Olt _ O tl OL _ -_ -_ --- FILE: 02010_200SP�1l d" p \ -1 xD x 2-L MOUNt1�31�.E til► + - 1-0 X 6" EXPANSlC.lN ANCW+ - I _ WELD AT FENCE SECTION I AND SITE DETAILS x ENLARGED CLANS ' LINE CIP _.- L 0" SEE PLANS 3 -E EL E VAT I ON SE GT I ON ,8 NOT USED _ NOT U5E�. _ 2 Nor U5E D w A 2A '� A2.1 V2" 1'-f!• 7 VZ° e• A2.1 A2 ' A , I aA..,.-n.•W7•>A-^l•Mq,'EMRlIa, ..m..: •,..,.,+•,,.mwn". ..-m.*,es*.,-. ---•,."+*s►x+nmr.:r=:__,. .... .:;.,... .,...,,",n.,,--.. ..... ria�+'mnn.+>,1 -,n xm -. - - - - _, I LEGIBILITY STRIP _ II o. I • I I S Jt t - WHITE COLOR SEE SITE PLAN EXTENT OF BLUE 4" STROKE TRAFFIC--� F-3" STROKE TRAFFIC-- FOR Q LOCATION PAINTED PAINT BORDER, PAINT L= r ROOM FINISH SCHEDULE " ALL. BASE BID - EXTEfRIOi�' - - ----- - EkTERIOR DOOR SCHEDULE _ NO. ROOM FLOOR BASE WALLS CEILING REMARKS 41 4" MASONRY VENEER ROOM NAME DOOR REMARKS --- - — Z" AIR SPACE FRAME COD 9 ? w w ►- r , �SHEATHINGPAPER ABOVE GRADE, GEMENT BOARD SIl= -- DE7All8 ALL r It ac Ir (A N ry r = w W N = w w = TO SHEET A8.3 UNLFdB r n LU CL U ASSEMBLIES a GROUTED LOCATIONS NEAR c7 H N aD a I r `� < < z W N 3 I / GRADE w y < y oTHERw18r NOTED 0 z ti _ 6" METAL STUD WITH BATT INSULATION a "Al" O 3 = ~ I r HEAG JAMB THRESHOLD � =O � _ AI01 GIRLS _ CT CT_ CT /_P CT /P CT /P CT / P GYP EVAD - P RUBBER STAIR STRINGERS INTERIOR 8" METAL STUD WITH BATT INSULATION • "A2" LOWER ENTRY - AI04 pr3'-I" l'-2" i��" G �L �L i r^N CL 1-IN 5, t 1 I, Z, 3, t Z/48.4 6 t 21 • --- A102 BOYSCT CT CT /_P CT /P CT /P CT/P GYP BD - P " " 1„y" 1" GYPSUM BOARD A.,3EMBL.IEB - - (� WEST STAIR A108 3-I l-2 I D AL GL-2 MN 1 AL i; 5 -3, 410 21 25 0 --- -- FIRE - AI01 3'-8 1--2" P4 A AL PL-6 MN I AL MN ---e- - -- 14 - 21/A8.4 _ -3 KEYING FOR TVFO AI03 VESTIBULE -`- CT GT -P P P P -GYP dD - P - _- SMALL GAP 8108 3'-0" 1'-(d" P4" D_ WD GL CS II HM AI04 LOWER ENTRY SC RID P COI1C- P/IP P NP APT GYP 50 BELOW II STAIRS EXTERIOR --. EP 19/483, 1 2/A8b 24/ABS, 1 l/ABb _ 4 AI05 WEST STAIR --_-- SC RB /88 P P P P APT _ RUBBER STAIR STRINGERS ® -- CEMENTITIOUS FIBER SIDING (ALUMINUM BREAK AC-IVITY AI09A X-0" 1'-0" P/4" O ILp GL-6 MN 3- HM EP 19/A85, 1 2/A8b 24/A85, 4 1/A8b 20 b • ® ) AT SIMILAR). REPLACE WITH STUCCO AT ACTIVITY A1095 3'-0" 1'-0" P4" D WO GL-6 MN 13 1M EP 18/ASS,4 2/A86 WADS, /1/ABS 20 1 • 4106 A CORRIDOR SG RD GONC- P/NP --- GYP OD•P/N° •-- GYP dD - P/APT -__--- _ - 'r"'-° 1.LTERNATE A101 FIRE _ SG NB NP NP - NP NP OTS - NP -- _- I CLASSROOM - -_ A110A 3'-I" 1'-2" I D AL GL-2 MN 14 AL MN 5, I 1 2, 10, ! 1 12 t 23 41 • - _-`- ``�CC L BUILDING PAPER Ih 1 410• SMALL GROUP _ CPT_ RD P P P P APT - J" CLASSROOM AIIOD 8'-_0■ l'-0" It" D ILD GL-I GS II HM EP 19/463, t 2/Abb 24/A6.5, 1 1/A8b 4 SHEATHING -- - -----___.__ INTERIOR 8"GETS STUD WIT ASSEWITH MBLIES ELATION e •BI _ 6" METAL STUD WITH BATT INSULATION a GLASSROOI.1 AIIIA 3'-I" 1'-2" llh" D AL GL-2 MN 4 AL MN_ 5, ! 1 2, 10, 1 5'48.4 IZ t 23 41 • = AI09 ACTIVITY VCT /CPT RB P P P P GYP BD - P/APT B2" - -- _ __ - AIIO CLASSROOM VCT /CPT Rd P P P --- P APT - -- - CLASSROOM__ A1115 V-0" 1'-0" P4" D WD GL-I C8 12 HM EP 19/483, t Z/ABS 24/483, 1 1/A8b 8 Alli CLASSROOM VCT /CPT R5 P P P P APT GLABBRC )M A112A V-1" 1'-2" 11/1 D AL GL-2 MN 4 AL MN 5, t 1 2, 10, t 5/A8.4 12 t 23 41 • A10 CLASSROOM VCT /CPT Rd P P P P APT EXTERIOR CI " " -_--� 8 A113 CLASSROOM _ VCT /GPT Rd P P P P APT - - 8" MASONRY • 'Cl" CLA66ROOM A113A 3--l" l'-2' I'h" D_ AL GL-2 MN 4 AL MN ��SI1 1/Api 22/m t 5/A8.4 1 12 t 23 41 • _ -- _ - - 12" MASONRY a "C2" CLA88RUOM A1135 3'-0" 1'-0" P/" - 4114 STORAGE SG ND NP NP NP NP GYP BD - NP _4 D WD GL-I GS II HMI EP 19/483, 1 2/A8b 24/483, 1 1/466 4 -- r - FILLED WITH GROUT PER STRUCTURAL - - ---- FOAM IN PLACE IN EMPTY CELLS STORAGE - A114 3'-0" 4'-10" P/4" A WD GS 10 HM EP I/486 6/486 - 60 26 � FLUSH SIDE AT GRIDLINE,UNLESS INTERIOR NOTED OTHERWISE ON PLAN. --- - ULOUS" W � - _ �--�� EXTERIOR -- - r� --- - 8" MASONRY -- FILLED WITH GROUT PER STRUCTURAL W - - --"- FOAM IN PLACE IN EMPTY CELLS 1j" METAL METAL HAT CHANNELS AT 24" O.C. MOUNT VERTICALLY,W/ RIGID INSULATION a - -� INTERIOR EXTERIOR WALLS - - GYPSUM BOARD ASSEMBLIES. -3 - O EXTERIOR -_ 4, MASONRY VENEER / 2" AIR SPACE 1 - - - BUILDING PAPER -- 8" MASONRY FILLED WITH GROUT PER STRUCTURAL FOAM IN PLACE IN I:^MPTY CELLS -- -- --- -- NOTE FLUSH SIDE AT GRIDLINE, UNLESS -- INTERIOR NOTED OTHERWISE ON PLAN^ BI01 ELEV NB NP NP NP NP GYP BD - NP 5102 GIRLS CT GT_ CT / P CT /P CT /P Cr/ P GYP BD - P 8103 BOYS CT :T CT / P CT /P CT /P CT / P GYP BD - P O EXTERIOR - - ---- MENTITIOUS = AT SIMILAR). REPEACEIDIIttvHG STUCCO AT BREAK ELEv ----- BIf018 ' -- 5104 VESTIBULE CT CT _P P P P GYP BD - P 9 5I05 B_CORRIDCR_ Sr— R5 TXCO - P --- GYP BD - P --- GTP BD -P/APT 1 ALTERNATE MACHINE ROOM BI06 3' -I" 1'-2" MN --- MN --- EP --- HM EP 20 31 36"CLEAR WIDTH MINF;1 8106 MACHINE ROOM SC NIS NP NP NP NP APT BUILDING PAPER _0" 1'-0■ Psi" A t1D --- C,S 10 bM EP I/A8b b/A8b 20 9 8101 ELEC Sr- NB NP NP NP NP OTS - NP _ ;„�ETWI FURRINCs ” --_ - - - ELEC BI01 3'-0 l'-0 P/4" A lD CS 10 HM EP 1/A8b b/486 20 9 8I08 IDE _--- SG NO NP NP NP GYP BD - N OTS - NP 13'11At a q'OJ: h10RIZ GYP BD ALL WALLS INTERIOR 8" MASONRY IOF - 8108 V-0" 1'-0" P4" A WO --- CS 10 HM EP 1/A8b 6/AB6 20 9 --510e ACTIVITY ACTIVITY VCT /CPT RB P P P P GYP BD -P/OTS- P PAINT VERT 3 14ORIZ GYP FILLED WITH GROUT PER STRUCTURAL ACTIVITY _ BI09A pr3'-0" 1'-0" FIs" D WD GL-b CS 13 HM EP 2/486 l/A8b 20 6 • s - - - - FOAM IN PLACE IN EMPTY CELLS BIIO CLASSROOI'1 VCT /GPT Rd P P P P APT NOjI FLUSH SIDE AT GRIDLINE,UNLESS NOTED ACTIVITY - 51095 pr3'-0" 1'-0" P/4" D WD GL-6 CS 13 HM EP 2/ASb 1/Abb 20 6 • s -- BI11 CLASSROOM - VCT / CPT RB P P P P APT OTHERWISE ON PLAN. CLASSROOM BIIOA 3'-1" 1'-2" Ilh" D AL GL-2 r'AN 14 AL MN 5, t 1 2,�1/Ask 12 t 23 41 • 5112 CLASSROOM VG7 /CPT RB P P P P APT CLASSROOM --- - 51108 Y-0" 1'-0" P4" D WD GL-I CS 11 HM EP 19/A83, t 2/Abb 24/48 8 ---- GRADE G _ -- - _ -- -- -- ----- 6" RE COt CRETE AT "GI CLASSROOM 41115 3'-0" 1'-0" P4" D AL GL 2 MINGS 4 HM MN 19/485, t 2/A8b 24/48,4 5/14/A86' 12 t 23 41 • CLASSROOM 5 8 SEF STRUCTURAL - -- - 8" REINFORCED CONCRETE AT "Cs2" - CLASSROOM 5112A 3'-I" 1'-2" 111" D AL GL-2 MN 4 AL MN 5, t 1 2,18,15/A6.4 12 t 23 41 • r _ SEE STRUCTURAL CLASSROOM 51125 V-0" 1'-0' P4" D WD GL-I CS 12 HM EP 19/A85, t 2/A8b 24/ASS,t 1/Ab.6 8 --- -------- - - INTERIOR 10" REINFORCED CONCRETE AT "G9" - - - -- - SEE fATRUCTuRAL 12" REINFORCED CONCRETE At "Gd" C101 C CORRIDOR SC R8 P --- ^ --- GI"P BC P!APT LEE STRUCTURALC102 SMALL — - NP APT INTERIOR .71 l — — -- _ C103 CUSTODIAN GROUP SCT NB FRP /NP FRP /NP NP - --- - - — - GRADE a "H2" NP OTS - NP - - - Y- - - --- - 1 6" REINFORCED CONCRETE • "HI" C104 STAFF RESTROOM CT C7 CT /P CT /P CT /P i CT / P GYP BD - P HI SEE STRUCTURAL [105 STORAGE SG NB NP NP NP NP GYP BD - NP 4i�+1O 10" REINFORCED CONCRETE a "H2" - „ r SMALL GROUP C102 3'-0 1'-0 P/4" D WD GL-I CS 10 HM EP 2/A8b 1/A8b 8 ---_ - -` _ -- _ :. SEE STRUCTURAL CUSTODIAN CI03 V-0" 1'-0" P4" A ID --- CS 10 HM EP 1/A8b 6/A86 20 9 —CI06 CLASSROOM VCT /GPT R5 P P P NP APT ., � 4" METAL STUDS C101 CLASSROOM VCT /CPT RB P P P P APT r, \ g" GYPSUM BOARD ASSEMBLIES STAFF RESTROOM 0104 3'-0" 1'-0" Pis" A WD --- GS 10 HM EP I/A8,6 6/Ask _20 10 OCCUPANCY INDICATOR -- - ------ -� INTERIOR STORAGE C109 V-0" 1'-0" P4" A UD --- CS 10 HM EP I/A8b 6148.6 60 9 --- -- - CLASSROOM C106A V-1" 1'-2" 1'j" D AL GL-2 MN 14 AL MN 5, t 1 2, 10, t II 12 t 23 41 • --- - _ _ _-- CLASSROOM 01065 V-0" 1'-0" P4" D WD GL-I CS 11 HM EP 2/A8b 1/A8.6 8 EXTERIOR CLASSROOM( C101A 3'-1" 1'-2" 1 " D AL GL-2 MN 14 AL MN 5, t l 8" MASONRY Itt" 2, 10, t II 12 ! 23 41 • CLASSROOM C1015 3'-0" 1'-0" P4" D WD GL-I CS II HM EP 2/ASb 1/A88 8 8" MASONRY FILLED WITH GROUT PER STRUC •URAL _ — — FOAM IN PLACE IN EMPTY CELLS DI01 D CORRIDOR_ SC R8 P --- GYP BD.P l NP --- GYP BD - P!APT ' -- D102 EAST STAIR- _SC RB / SS P P P P _ APT RUBBER STAIR STRINGERS D103 AGTI VITY VET / CPT RB --P P P P GYP 9D-P/APt D104 SMALL GROUP - GPT _R5 P P P P APT - INTERIOR -- DI05 ELEC SC NB NP NP NP NP _ OTS - NIP -- - D106 CLASSROOM -- VCT /GPT RB P P P NP APT - -- '0101 CLASSROOM CLASSROOM -- --- VCT / GPT R5 P P P P APT I I �i��I O� - - ----•--_ DIO8 CLASSROOM VCT /CPT R5 P P P P APT - DICe CLASSROOM VCT / CPT RB P P P P APT _ EAST STAIR DI02 er3'-I" l'-2" II•}" D AL GL-2 MN 1 AL MN 5 3, t 10 21 2 • CARD READER DIiO STORAGE _ SG NB NP NP NP NP GYP 5D - NP 4 - I" GYPSUM BOARD ASSEMBLIES ACTIVITY 01034 3'-0" 1'-0" P4" CO) WD GL-6 CS 13 HM EP 2/A8b 1/A8b 20 6 • �[' b" METAL STUD • '!A" ACTIVITY D1035 pr3'-0" 1'-0" P/4" D WD GL-b CS 13 HM EP 2/A8b_ 1/A8b 20 6 • - -_ S" METAL STUD a IB„ _ - ---1--- --- -- -- -- -- I"GYPSUM BOARD ASSEMBLIES SMALL GROUP Dt04 3'-0" 1'-0" P4" D tD GLI GS 10 HM EP 1/ABb 1/486 8 rAmUL': U465 ELEC D105 V-0" 1'-0" 11/4" A WD CS 10 HM EP 1/A8* &/A86 20 9 - CLASSROOM D106A 3'-I" 1'-2" Itt" O AL GL-2 MN 4 AL MN 5, t 1 2, 10, 1 5/A8.4 12 t 23 41 • _--_ -_ CLASSROOM D106B 3'-0" 1'-0" P4" D WD GL-I CS 12 HM _EP 2/A8,6 1/A86 8 _ -- --- _ CLASSROOM D101A V-I" 1'-2" ly}" D AL G�-2 MN 4 AL MN 5, 1 1 2, 10, t 5/A8.4 12 t 23 41 • L p pp1p t _ FF LL�J [E77%S�uC� - ----- � ( \ ' ) ) ' 61"METAL WARD ASSEMBLIES CLASSROOM D101B 3''0" 1'1 01 Pio" D WD GL-I CS 12 HM EP 2/A86 1/A86 8 L CLASSROOM _ DI08A 3'-1" 1'-2" IttD AL GL-2 MN 4 AL MN 5, t 1 2, 10, t 5/48.4 12 t 23 41 • S S( �A T�S v -- J 4" AIR SPACE (PLUMBING WALL) CLASSROOM D1085 3'-0" 1'-0" Pq" D lLD GL-1 GS 12 HM EP 2/A86 l/A8b 8 ARCHITECTS P.G. - - -- -- - _ > 6" METAL STUDS I" GYPSUM E30ARL: ASSF"BLIES CLASSROOM D109A 3'-I" l'-Z" 145" O AL GL-2 MIN 14 AL MN 5, 41 Z, 10, 1 Ii 12 1 23 41 • "- CLASSROOM DI09B 3'-0" 1'-0" ID/4" D WD GL-I CS II HM EP 2/ASA 1/A8b 8 AT SIMILAR: ---- — 1230 SW First Ave.. 1300 - - - — -- — — -- -- -- —- ---- —.------- BTOIfACsE 0110 3'-0" 4'-10" Pq" A WO --- CS 10 HM EP I/A86 b/A8b 60 26 } ( �r } BATT INSULATION AT BOTH STUD PLANES _ — _- - — Portland, Oregon AY904 I UL": U458 STC 50 Ph.: (503) 22.3-aQ83 —�` TO METAL DECKING ABOVE - Fax: (603) 244-0827 H4414LF![�!I$li-4EP�RAL._..NOTE8: - - - _ - - - - t ALL EXPOSED DUCTWORK CONDUIT AND UTIL.ITIES TO BE PAINTED IN ROOM 10. NOT USED. - SCHEDULED TO REGE"VE PAINT. IL WRAP RECESSED ITEM WITH GYPSUM BOARD IN RATED WALLS OR CEILINGS FOR 2 ALL r INISHED CONCRETE TO BE TROWELED SMOOTH. NOTED ROOMS (SFE SHEET A1.1 FOR LO,-:ATIONS). O3 �" GYPSUM BOAR[ 488EMBLIES 3. ALL EXPOSED FIRE SPRINKLER PIPING INSTALLED UNDER THIS CONTRACT TO BE 12. PAINT ALL EXPOSED TO VIEW GYPSUM BOARD UNLESS NOTED OTHERWISE. SEE 4" METAL STUDS PAINTED IN ROOM SGHEDUL-ED TO RECEIVE PAINT. CEILING PLAN FOR PAINT 70LORS ON CEILING SURFACES. -- -- - -------- 1'-4" AIR SPACE (PLUMBING WALL.) — 4" METAL STUDS 4. NOT USED. 13. LLl�IEN MULTIPLE FINISHES �ZF SCHEDULED FOR A GF_IL'NG OR WALL, "P" IS i" GYPgUr'1 BC>ARD A3SEMBLIEL - 5 ALL GTPa BOARD ON GRIDS "J" 4 "L" TO 4' ABOVE FINISH FLOOR TO BE GROUPED WITH THE MATERIAL TO BE PAINTED (IE.: "GYP BID - P / OT6 - NP" =BU5E RESISTANT. MEANS PAINT GYPSUM BOARD, NO PAINT ON OPEN TO STRUCTURE). ` 6 VERIFY SURFACES TO BE PAINTED WITH WALLTYPES. BEE INTERIOR ELEVATIONS, TYPICAL. DQQR_$CNEDULE GENERAL NOTES: QOQ�@CHEGULE KEYNOTE$; 1 NCT USED. 14, NOT USED. I MANUFACTURER FINISH ALL MULLIONS TO MATCH FRAMES. O MOTORIZED COILING FIRE / SERVICE / SECURITY DOOR WITH SMOKE SEAL GA810E T ING. O PAINT 01`l ANT BRICK AT A104, 4229. OR E:KTERIOR NO PAINT ON ALUMINUM 15. ALTERNATE FINISH FLOOR PLANS - SEE 436 43.1, ASB, 43.9. � r I 2 GL-E:,;,ING TYPES IN DOUR SCHEDULE APPLY TO ALL GLASS IN THAT UP �� FIRE ALARM TRIGGERED. BREAK SHAPES, TYPICAL_. NO EFFLORESCENCE ON ANY r1ASONRY �- -- DOCR/WINDOW ASSEMBLI". 9 NOT USED. INTEGRAL FRAME. 3. COORDINATE WITH ELECTRICAL FOR DOOR FRAME CONDUIT ROUTING. HEIGHT DIMENSION IS FOR ROUGH OPENING. DATES _SEP_TEMBER 2004 4. PROVIDE 39"o HOLE, 8" FROM LATCH SIDE a HEAD AT ALL EXTERIOR COORS, MAGNETIC HOLD-OPENS (POWER CLOSURES a Sit-(!LAR) - SEE ELECTRICAL ALIGN WITH CONDUIT ROUTING. VERIFY LOCATION WITH N.I.G. SECURITY JOB NO.I 0208.00 GYP'-'1M BOARD CONTRACTOR Q� -FINWH-Xii V161 ." METAL 'STUDS DRAWN BY, )rp NOT USED. 8" MASONRY CHECKED Brl - pHw NOT USED. DOOR LEGEND DOOR FRAME REVI9tONSt LEVEL a FINISH AT G1'PSUM BCARD AT STORAcsE ROOMS ONLY FOR FIRE I2ATINci NOT U5ED. MATERIAL GLAZING PM•H MATERIAL (WASH G'!'9UM BOARD OF TO 8' 0" ABOVE FINISH FLOOR. AL ALUMINUM GL-I SINGLE PANE, CLEAR TEMPERED GLASS CS CLEAR SEALER AL ALUMINUM EP ENAMEL PAINT HM HOLLOW METAL GL-2 DOABLE PANE,TINTED/COATED IIEULATED TEMPERED GLASS,DOTW PANES EP ENAMEL PAINT HM HOLLOW METAL FP FACTORY PRMER— ILE 02080_.301LFS_VE.dwg �y MN MANFACTURER GL-3 SINGLE PANE,CLEAR ANNEALED LAMINATED GLASS FP FACTORY PIRIMER SS STAINLESS STEEL MN M/JI1FACTURER OOM FINISH LEGEND jS - �" GYPSUM BOARD ASSEMBLIES ----- - - ---O F� WD WOOD C�i.-4 DAr18LE F'ArE,TN1ED/COATED NdLAfED/WfAI ED LIWNAIFA GLA66 BdIH PAIEI! MN MANUFACTURER PC POWDER COAL LOOK BAST ^♦ 6" METAL STUD a "5A" _ - -----__-_-- __ WALL CEILING 10" METAL STUD a "5B" GL-5 DOUBLE PANE, SATIN INSULATED ANNEALED LAMINATED GLASS PG POWDER CCA7 Pt CARPET __--_ - WITH BATT INSULATION - - - FIINSH PCHEDULF. A ! CT CERAMIC TILE BASE CT CERAMIC TILE APT ACOUSTICAL PANEL TILE - -- - GL-6 SINGLE PANE FIRE-RATED SAFETY GLAZING DOOR 8CHEDULV - �" GYPSUM F304RD ASSEMBLIES - - ----- --- ---- -- - - T CERA 1C TILE Nd NO BASE CW CARPET WAINSCOT � UL": U465 _-_ -- _---_ _ GL-1 SINGLE PATE, REFLECTIVE 1F.IMPERED GLASS LOWER LieVEL -- QJAR - - - -- -- -- - -----_- -_-__-- U �-- -- � PL-6t SOLID PANEL WItH ALUMINUM mACING BOTH SIDES - - - _ RRY L _ Cit _ QUARRY TILE BASE FRP FIBEI�LA96 IQEIIFORr,Ep PANEL (eYP Bp GYPSUM SOARp 1 ( I I /\ I � t�p�L' � To METAL DECKING ABOVE BOT(-I TYPES SEALED CONCRETE- R5 R'J55ER BASE v GYP BD GYPSUM BOARD NP NO PAINT W 74 I I �,J 8 m --.- - -------- --' --- �—.— --.. T VINYL COMh4081TION TILE 98 STAIR STRINGER P PAINT OTS OPEN TO STRUCTURE A3.1S I" I'-0" A3m1S WOOD ATHLETIC FLOORM V" VENTED BASE SS STAINL986 STEEL __ _ P_ PAINT N -- --- TXC.O TEXTURED CONCRETE VA_F VINYL ACOUSTICAL PANEL TILE ..,.. ^. "�. Jr.t �+,k , �?!,493iW5F.w�,w, � .•,.... ... i ,.m,,.-�n.,....tiw -, ,e...«i ,n ,.,,..,�,.aw , LEGIBILITY STRIP Amo I 2 3 a u } 5 B 7 B a 0 2 13 A 7 e g ?G ?I 22 23 24 25 2C 2- <'Ei 29 I O mn.l cm i ZI I I OI I HpNI �;1�1JJ�1 1 �1�t��h��1 ! hL1�111�1� aI ��,�. SIL II I ��i11I�1t11U lel l t tl tL�il�lalaJ l��11�1�i.�J1l J� l tl l+Ja.�1�1 1 1 1�1�l ltJ�lL> u l j JJ LWIIl�.Ll�l�J_a,u R . . - ., ... �-rIto . ... , .... .«... ..,- .. �, , . olt. i 1 ,f b — - - GENERAL NOTES � A.L WALL DFENN"ARE TO TIE EXTERIOR►A(E OF Mr--TUE"EYTER CA W LLE.A/O I.E TO V 1 NOR'TW APO EA37 FA,26 OF GTPCTJW FOR NTEPKM WALLS,IN 9: NOTED OTNERJft A" OF:EI"D!•E•4bO+S TC RRL+01"4166,J"611 NOTED OTIEMAW I 2 CFN'St PLJ'Efn(i aYTft M ut:rH OF;gMER EDGE,N'6.E66 NC+TED oRE)iU6E 3 ROI(„-q'IN A FOR DCA>ft 4FRQ•'PF*PE)VK1LAR STSG WALL,JA.M NOTED OrHERJW 000 1 C7) O 1 4 BA&XfTDACaM OPIM 0 O APIF ICF T4P&DE FTXaE OF2'WIpE 6A&Q-TU"Coir 5. AS 1 f �LEYBAi.- aW L Ne .rtX.E,rtX F7 JtYM�:O`,4EWU'9160N6 Alit TO TtiE OUTSIDE EDGE OF LJDE r� I I SE 9 A—6Nic8 Aro DRNKJG FQp:'Al1D TOMEE'.UA REOWIRfPB.TD.JLEb6 NOTED O"4:Vw6E 00 L EYTBG wQVRAIL6 O•AT TOP OF 61AIR R19ERb AEC 1-P•8017(•'OF STArR R,h r"w_ ,JLEM GON'N11O1A3 OR NOTED On49III SE � -m" - - ' - 4m �'V 1.RELEM 6LA1S AT WOOD ROOK ALL CERAMIC 1 akweT TILE FLOODS•YO A-EN''IRAKX MATS SEE Pk*4 60kDIA F SLCFE TO DR/W AT 9L00R DRAN LOCArICHD.Wilt O"AND CUSTODIAL � Oxy ryy� 111111110C" h fADD 'ELE MO/ M SLAB AT R10"CM,DM DM, ?104,D2a.a D201.vM-f ALL � LSI 31D a _ h U V D£T'W VTN M WPAMOM RX► USW TRANSITION TO ADJACENT BOOR 446f6 -SEE DETa b/ - U U .i i.1 [C I Ae I e. a e. ;�i r_ 0 MAC'0"6TAW GYF'61J'I DOA®LF To 4'•C AFF Oh GR306'J'P'L'6WM GYF'6J•t WARD Occ:m !-64E'GYPOIPA 80ARD O" RECl06EU HEMS h u4e.16 OR ot.L WG6 NOTED FOR i-WR G0NST18LTgh-6H 61fE1 a:I Fga't LOGAru+M 10.&ION POG WITM Fp6 8F UE;EN P-OOR6 NEAR 311Mt•,•7''n,•4 AT ELEVATOR SHAFT. IL PETAL 6W 5AMWa FOR_L F[XW6-SEE MEo.,ANK:AI.•M JW6 4 wMoR ELEvATO &W40W 1 I M PiRP4DE FiREISTOPPWO AT ALL RATED CO44TgJC-TON MMMATIOM-&H b-fV All. 13. A"RLUME-L F/}1JRE6 TO WAvt I-1R LOM711111474N AT E11041 RATED WALL OR CELL 14.ALIGN 60"v£•R'(IGALLY AT g00d AV.A1C A103 8101,5103 1 8104 WI 14 Iio"ASO& S.166"TYPE CONTINUES AT ALL BRACEFRAPE, +� ISI.dIl7PYET6.4'-Ir oL N ALL GOLNTWOP5 h RO"AXI,An,.4 A226. Ill.6E16MIG JOhT GRID•-•6E*1IC JON'WC; -C'EAST JIALL OF C10 I&FOR ALL h ElIZOR MA"W TO GYMV WAW Abbelh_IEb 1NTERECTO&6EE DETAIL& 5 � C - ' I c. Ib FOR:ASE&I- "C"SEE P{,Ark� 3. w 8.7 4 M ti KEY NOTE:) -S- r7M'e..�rrrM.r��NNYr TAC WARD a CENTERLINE OF CLEAR WIDTH OF WALL - SEE INTERIOR ELE'✓ATIONS. C 20 TACKBOARD a CORNER OF WA_-. - SES INTERIOR le C .`•.—.._ –•. –_ �` –` -- — ---� I�NN� N_ONMwIMNNNN��1� �1NAYNN�• N�Nii NOe�•�� _—_ ' ELEVATIONS. TACKBOARD ALIGN WITH EDGE OF VCT - SEE INTERIOR IELEVATIONS. �I OTACK50ARD ADJACENT TO MAR)CERBOAFC, - SEE a¢- 1 INTERIOR ELEVATIONF'. J l vvv y I O "'AW-ERS-CARD -CENTERLINE OF CLEAR WIDTH OF WALL WTN c p - -- -1 __- _ _ _ '' "- 1 - - -- -- _ - ------ - --- - ---- - - -- - - PROJECTION SCREEN ABOVE - SEE MTERIOR ELEVATIONS. �- -__- _ _ 1 O SYSTEMS COLLECTION - SEE ELECTRICAL, AND INTERIOR �,r►� ELEVATIONS. ODOtWSt'dlT - SEE ROOF PLANS,CIVIL,PLUM9I140,AND DETAIL: I I EXPANSION JOINT - ALIGN WITH EDGE OF OPENING W IEN O LOCATED ABOVE. - SEE EXTERIOR ELEVATIONS FOR I ADDITIONAL EXPANSION JOINTS. �I OF'UJMBING EQUIPMENT - SEE PLUMBING. ELECTRICAL EQUIPMENT - SEE ELECTRICAL. MECHANICAL EQUIPMENT - METAL STUDS t0 SUPPORT E I i WALL EQUIPMENT - SEE MECHANICAL. - - -_ -- - - .-- ® INTERIOR ENTRY MAT,RECESS CONCRETE 8LA8 '(VERIFY DEPTW WITH F - - -- -- -�---- - _. - _ —_ -- J -_ _ -_-L-- -- - - - - --- ---- -- ------ - ----�- �. - - ---.-- i MANFACTiJRERJ.ALIGN 1'-0'x4'-0'MAT W/OUTSIDE EDGE OF DOOR FRAME -SEE DETAIL:®, FIRE EXTINGUISHER CABINET - SEE DETAILS:/1 1 9 11 ! O FLOOR OUTLET BOX - SEE ELECTRICAL. © NOT USED. TS COLUMN I" FROM FACE OF GRID,2" FROM FACE OF 4- - '' GRID AT SIMILAR - bEE STRUCTURAL. TS COLUMN - SEE STRUCTURAL. FLOOR DRAIN,SLOPE AT 1% TO DRAIN - SEE PLUMBING. \` 3 J �.g 2 1 CANOPY - SEE ROOF PLANS. I 12,_2. Alml A5.3 " 3 "102 I NOT USED. "^—+ - Q IA 1 \ s eo �. T I WEST 31 0 w " e1M .�• 1 31 - U IA , (`may ) t NOT USED. A4fs STAIR w _ G s T10ULE 1 Foy. Qr� - t ' 4 1 10 m" A'- Ad F vE5'18. � --� ® CARD READER UD r��srrr rsr TO CaFR4D Sa EA87 • ' ��- �" , LOWER9j ` _ A105 — m - F^ 01 ; J - - - - j_ 1 - -+j _ m 1 I ENS, -- — — ' -- _ - _ _ � Y D,9ILI POlO. , ` 4.11 a 4' + �'� + v 1111 AIm4 RdO, -5 19'_8" Im'-5" .bV '1•!� �!�}r'�' r�� -�Tfc�P-�R ! 12'-B" •rirr ® Ii;NOX BOX SEE EXTERIOR ELEVATIONS. _ ENTRT- ec A CORRID 1 j �-� 11 *� 1Vvy. `fi- - ---' -'1�-® CORRIDOR' MAT ! ! 11 1 r _, : 3i5r�11 � 39'-b"e I 1 _ _ 1 ALT I I I I ! ! I EXTERIOR ENTRY MAT. GVolI . - LI yt'-5'= — — S'_b. 3. S, 4'-Im 3'- 34. L F Q I y, - OOR COVER "LATE. – - - - 11 - A i $ a I I AY.I�1 I C I ! —ANON NOT USED. IA I I SMALL iv ._,�._ � I - I •9 �_�' b'-5" vcr e�l•r I p 1 �pF - � ® CONCRETE TEXTURE (3)FACES OF NICHE. 9 A101 A!08 ® vGT Tom-cpT AG :, G io C As.a 1 A B,ICB fl M .n �• a rrrlr Era r� I _ I I VCT 1 G SUMF- Pit - SEE PLl1M®'NG, STRUCTI+RAS, AND DETAIL 8.7 I N IT '- A3s 6 - I �` vcT I ert v+et IRRIGATION CONTROI-LER r y 13' 8-�� " -5. '1 _ ® `' 9" 3'_b" II'- II,_4• I 11 16'•m" D'•0 m II rr rr " 11'_4" ��_L'� Ido�l�10, •' G . - �- g II r rC 5� FIRE ALARM "ANEL. p r� n Z 4 l .�ROO1NE A8)SC I��1� �F-S- 2 i Li- ® :q� �; 1 � oL�e I °D TIN IN PIPE - CONNECT TO STORM SYSTEM - - L Lc CONTINUOUS DRAIN ARCHITECTS P.C. _ - `" +. CIVIL AND SECTIONS. - � 4 TM''ti', b'- " �m'•ll• :©,_g., E_0. �E 2 6 - -- - --- S ® LADDER - PER OSHA, 1230 SW First Ave., 1300 " Portland. Oregon 97204 - ----- �, I ft 1 ® Ph.: (503) 223-8963 -- - s CLASSROOM 1 11 1 1 /\ 1 6 r b" FIRE R18EI�: PIPE- SEE PLUMBING. Y I 5 Fax: (603) 20�-0827 c' N 5 1 1` A',13 5 4a-� 4 5 ® OUTSIDE FAGS Cr- 5'RLG'1JRE ABOVE - T`P _;AL, O I pggR00�1 " E LA89RODM 3 GLASSROOI"'I GLA99R001"1 I 3 1 1 1 GL p11Z n1, w 7 I BI10 "III I 1 5 BI12 ® NOT UL•E:D O'- - - - 4 1 A N ' • ' 19 I N N E I w E w F O w E 0 GLEAN-OUT W'TH COVER PLATE, CONNECTED TO r', FCUNDATION DRAIN 10" AFF rD ® o G1-pa5Rp0 3 W y / ® A4.3 G A6.2 .3 - - -- ---------------- -.. r...- F, opt r O TTP(6) r + 7 ' 7 - 7 r I rr [)AT[. FEB UAI , 200 Q Q 1 - � 6 J NO.. 0209.00 b, 5„ I_ z'„'m �• I DRAWN BY: MEB I 1 Io�r- I 2 CHECKED BY: SKS A6. Aa, I -- ---- - =-_-- RE VISIONS: -- �-� 4'_g” b'_b. b-m" 6._5.. 4•e ,�•4� b I�'_a�, Im m" I, I V O b'-)" 11•I" T'-1• b'-7" b'-5' b'-m' 6'-5" 5'-ke`! A,'S. W -- -- - A6.1 1 � � _ �_� Im 5" ID'-D" 5'-4"� tD5'•4" 251-5" 2e'-n• FILE. 01080 301LFP VE dwg W LOWER FLOOR PIL" - 6 2 3 5 6 7 ( 8 ) 9 t0 WEST LOWS � w A3 , 1W { IVA C I i �II ,�<' LFGIBILIIY STRIP m.c z 4 5 d e g Io 1 1 I?_ 13 14 - e 3 zo z 22 23 zn 25 2e 28 zs L��-'.'': 1�,1�u�t�1�J1 �1+�'' '' ! _J ��Jll�t�l��ta.�.l•l�I�l�.i.�� I �'LI.I.�� I ' '�J.�1�.��i1.�1;�.111 .��JJ, I�,l� l�.l�l�l�,li!' 1 '�i�l�l�' 1 I - f ..,.i ,.. .. ... ,. .: ... • \5 'f14=_ 1 t, lwwa:r_�, m9lippmrif— Y I 1 i �tkNRti/Fr'vim�l, .. ,.. 1y *RIM 1 Am 0 ----.- GENERALNOTES 4"WALL Dreo< 6 ANE To rie EXTUWR NAGE OF 6TRCTLM FOR EXTERIOR ,A,111,A14D TA Tp NORM*V EAST FACIES OF GTRCTLPE K*NTEPWR 64-6,lltEb6 NOTED OT ERAE A" OM24"DM@OGM TO ROLK. 7;hWA JLE6b NOW O'lER1A6E 7 c EN"OR R.JbKa Fr+UE h JC,r.OF=WEK E= E,JLE66 hC F.D M.ERJ6E 3 RL'Y...OP a<A Fpm DCORb 4'FNCM PEW.4CGA.M bT{C..4-JLE66 NOTED OT.FROK 4 BASKET" COJV.W gf_-10MhATE ArO 60 MTElii1'r OT4R COW JW AT WERBEG'04 �3. ; ; 103 (T4) (t 5 (16� t 7 ca) 8) �e�wueT NOW�+a,Aree�oNe ARE*o ni arremE Erx�of I•uc>E `,- DA6f:Tpa..-COU[-OfIDOi"ANE TO Tif N61DE EDGE OF V"BAbV54_CQJPT LNE6 I r bf 6.ALL 6NC8 AND DRlVV(4 iQNTAM 10 MEE'AGA REOtr'I�EN'b Ji.E66 NO'S O'-ERtA6E A, ExTBO i%A(A 4.6 0'AT TOP OF STAIR R16ER'%.+�: BC^?',Z 6':..R RJ."rRiC,,c. .14�b3 C47N•Nlalri GR-OTiD 0TIFAIIIE Q)I U (,I(� 1.F WAVA.U.kOP'E�-0-A"AT ILOM DRAIN LOCJ,TK>6 IRST'RO" 10 GAGE A' 6r-E Q 40"M ADOMM RECE66 6LA8 AT WOMB CM OM DM D204,MIPS 4 DW vWW1 A,.- C1 Ot"A YM MA FACTAN FOR R.1lbr.TW"ITION 10 ADAC6+T P.WR FNibEb -SEE :1I III 6.1 a8 B. 8 b hFAC'MOTANT GT*'0J"BGA LF TO 4'-0'qF ON GRIDS'J•A 1'OM GYftlr 5CAM O� �-- -• S G-T�'SY 80AR0 YUP W---EbeW MM N uo: 6 on CEI_K•6 NOM FOR I-W!c,"M, a-T ch-WE I / M PWH LOCATOtl IC &oW,FD.'ON POd WT4EEN Fr00Rb TEAR Grv76 . 'I Ill.-4 AT"VATCR WAFT. IL PVT&6'�&401 0•TOR ALL FI WA-SEE"ECWAMI k FLJUM A NtM=EJYAY iG.IMt7A*M"TOPP145 AT A.L RATW COOTWWT4N PRa1RAT10N6.6EE 6W All 13. AL_RELEb6ED F,TUMS TO NAVE 140 COMTF'.IrM AT EACI,RAT®WALL OR CKL# 14.AWGN aI,4'>.6 wWICAL_r AT ROOI'ID AIV A11% A03 8Mt.8101.4 E W U`W ROO16 AaOVE, i 18.WLLrYK CONTME6 AT A,.L 8"SEF AI'tS +■ W G1101'!'T>!•4 W OL M ALL COIN^ER,OK N WV%AW1 Ann.4 A216 i M.MOM,A7N,GRID GEEK JON'GRID'0,'EMT WALL OF OV. 18 FOR ALL WMM MMORr TO GTP66P 50ARD A66e1�E6 NTEREECT1"ME WAILS, ti i i li NOR ISAK ISO VC'6EE FLAK 7 - --- —--- - a. --- — I -- �i I 41 KEY NOTES i i 4�is•s•ar.w��srw ..,44�44t�44t�.r44.1. O TACKWARD • CENTERLINE OF CLEAR WIDTH OF WALL - {y SEE INTERIOR ELEVATIONS" -�ar►.�44�44r4�44I.4A �44� O TACKBOARD CORNER OF WALL - SEE INTERIOR i E ELEVATIONS. i I O TACKBOARD ALIGN WITH EDGE 04 /CT - SEE 'NTERIOR -I ELEVATIONS. Q OTACKBOARD ADJACENT TO MAR-CE:RaOAr� - SEE INTERIOR ELEVATIONS. 40 MAWER50AGO i CENTERLINE OF CLEAR WIDTr.OF ilkA L WWII i p PROJECTION 5CREEN ABOVE - SEE INTERIOR ELEVAT06. i O6 SYSTEMS COLLECTION - SEE ELECTRICAL, AND INTERIOR ELEVATIONS. I �i I I O DOUNWIMIT - 5EE ROOF PLANS,CIVIL,PLIJ"BMG,AND DETAIL:`�' ..� EXPANSION JOINT - ALIGN UJI-W EDGE OF OPENING WHEN ( V LOCATED ABOVE. - SEE EXTERIOR ELEVATIONS FOR i ADDITIONAL EXPANSION JOINTS. _ _ r ' M ry 4 gO PLIJt'IB'NCs EQUIP^1ENT - �E �L�~'BING. i j ELECTRICAL EGUIPMENT SEE ELECTRICAL. i t t ALEMIPMENT I SEE MEMETAL E GADS TO SUPPORT 1 I M MAT RECESS CONCRETE 5L J't vERi*'Y 1:UJI H O F ® MAIiFACTI.RM.ALIGN ' OW-0' MAT Wi OUTSIDE EDGE DOOR T \✓' gRAME -5EE DETAIL: , © F!RE EXTINGUISHER CABiN_=T - SEE DETAILS: W.i 7 A8.7 OF.00R OUTLET BOX - SEE ELECTRICAL i NOT USED. i I O6 TO COLUMN P FRO-1 FACE OF GRID, 2" FRCI'9 FACE OF +T GRIC AT SIMILAR - SSE STRUCTURAL. f TO COLUMN - SEE STRUCTURAL. FLOOR DRAIN, SLOPE AT 1% TO DRAIN - SEE PLUMBING. -� <)o CANOPY - SEE ROOF PLANS. 40 4,. ® NOT I:SE IL S O{ 1q IF= EAST I NOT LSE rT A.., DID2 � CARD READER. C '>5T TO:aR+n IB" t«. 1 1 L„ i, �,.. - -- r O.G is - - ® KNOX BOX SEE EXTERIOR ONS. , - ER OR ELE r'AT C 'OG + 7ILL C GORF?'.D;DR C `�`�-�� 62,-8 D C�IOOR � I®-8 _�- f m • ..—._ �A 2 - 1 AS.2 I ^, k Z I ALt o� I I I I � EXTERIOR ENTR"' MAT. , T'7aT 18-d ALAON aLl�l - �,� O r) K ® FLXW COVER PLATE. ALIOh � 4- �_� I ' d) a NOT USED. t SINAL CU°TODt Au � /� _ t a v SMALL, + GROUP \ GI03 - d b B70F AGE "' 20, C1 ACTIVITY � GR!0411 ^' ELEC � C ® CONCRETE TEXTURE (3)FACES of NICHE. Clp: i 4 C14'�5 Q 9 r D103 VCT--)E— DiDI05 I\ d � v1tt � j 2 a. � 7 , 1 � W, 1 q 3 1 tI N � - I - .rte I--aa--- = I o - ® StJ}'?P PIT - SEE LUMBING, STRUCTURAL, AND DETAIL: , K E � �7' Ei VCT -- vCT I CPT J � � v arrT y 4 — ,�. IRR' aATION CONTROLLER -- l 5-E 4 4 5 I �q 4 in ® 2°1 5- b'-3" 5'•b" T 4 _6" 2_.II" IA' I'-4" " , 1 - - - - _ FIRE ALARM. PANE_ 1-0" b -0 9 In 1'•m �r 2 IRR S w S 9,04 orT- _ --1 _- v ® CONTINUOUS DRAIN PIPE - CONNECT TO 9Tr.'R''9 SYSTEM - ARCHITECTS S P.V. { _ > io SEE CIVIL AND SECTIONS `------ - - e z0'-4 b'.8 4 - c ---- - T'-®° 13-e r4: ,-W --- - ._�. ._ ---- _4 L�o LADDE'R - PER OS+aA. 1230 8W Flret Ave.. 1300 I Portlanl, Oregon 97204 6' FIRE R'9ER M PE - SEE �'LUMBIN3. Ph.: ta03) 223-B®B3 Fax: (603) 204•-0627 C OUTSIDE F.-ZE OF STIsJCTURE ABOVE - TYPICAL.. i CLASSROOM Cl ASSROOT 1 4 —{S� CL1+98ROOP GLAE�F2001 I —� CLASSROI�"f h I , I CItAF� '147T iD V L''106 --� I g DIOL V \ I�—� D10B V �\ D©9 � / NOT USED. __— P ® Cl .AN-OUT WITH COVER PLATE, CONNECTED TO w E f w E w E w E FOUNDATION DRAIN 10" AFF. . I : E w y 4 4 9 I 2 —_ - , c T 8 ry f-1 •r � r � � 4 ` G 1 i- i A6) r I 6 ---- - - ---- � '� � - -= ---- - L --- - _.- _ . - -- — - - ----- - - - ---- - R DATE: FEBRUARY 2005 JOB NO.: 0208.00 =ar '. 1 c \ 2) I t Tr1• I DRAWN 8r: MEB D1 All _ - i A + CHECKED By SKS s. , U 1� I I i -- -- — REVISIONS:,__ ----------- f i 4 I J I d - ---- b•8 F I� AA-4 A4A Ay.t � � I . 13 WW Intl�l1 2_2. .d 10'•O" e'-4'�i JT5'•4" b'-8 6 D" 6' 8" 3'•1' 1'-i" b•8" b'-0' b' 8 5•4"v' a'b'•0" IPJ'-8" 101_0" 3,_�, �,-8.. 10. 0" 3. 8.. 2, 4., 1®_8. _0. 5'_4„ 4'-8" b'_8„ b,_0. b•8" 4-2" 6°6'-8' 11•4 — - --.. FILE: 02060_301LFP_VE dwg 28'_10" ---- `--0— -- 22'-2" — --- 28'-A" 20'-2" - — f. ui riG� 11 t7 t3 4 "� 1 FLOOR ( > ' i6 17 t8 EAST IOV�E ��-// ✓ � FLOt)A PLAN - fR cf) 1.--0�J', FLAN E A cJ' T ,,m000 ',, A3 . 1E P4 CT. LEGIBILITY STRIP 1 l` N On�mO•Ion 1 3 4 S b 7 9 10 11 I. 13 4 16 17 8 19 2C, 2, 22 23 24 25 26 27 2? 29 r I -=1,1 t,W W1st1I+IW.11 Lt�LI i{JJ t t411�1�t11�I�1. � L I� 7�''�111 J 1111 (l l! X11 f 1111 (11 ,,I 1. + X £ loll 11 ... , mow H :rr`wt . z ROOM FINISH SCHEDULE -- ALL BASE BID ExTER ERIC" R EXTTERIOR DOOR SCHEDULE NO �ROOM FLOOR BASE WALLS CEILING REMARKS --- 4' MASONRY VENEER ROOM NAME DOOR FRAME a REMARKS --- - -- / 2" AIR SPACE NO. SIZE � DETAILS z - � Ir BUILDING PAPER 1,. � I FOR All JETAllB REFER '� W < < SHEATHING ABOVE GRADE, CEMENT BOARD _ ¢ a •a 3 1) TOTO SHEET ASA !UNLESS U 4 N °' l L1jI A55EMZLIES • GROUTED LOCATIONS NEAR (� • w cr o O v �—HEAD JAMB THRESHO�G 4= Q OTHERWISE NOTED 2 0 << 2 W (O/1 � _ GRADE b" METAL STUD WITH BATT INSULATION • "AI" ' AI05 WEST STAIR SC IIS / SC P P P P APT RUBBER STAIR STRINGERS 8" METAL STUD WITH BATT INSULAT'ON • "A2" KINOERG�,RTEN A201A Y-I" 1'-2" 11'2" L` AL GL_-2 M14 3 AL MIN g,4 1 --- ---_ _----- - - - _ _^_ INTERIOR _ _ _ _ 16, 1 11 12 4 23 r • KINDERGARTEN A2o1D 3'-O 1-@ N4 D "� GL-i GS 10 FIM EP -I/048.6 6/048; 20 22 A201 KINDERGARTEN VC1/CPT RD P P P P APT 1" GYPSUM BOARD ASST='-'-IBLIES KINDERGARTEN -- " " t --- - - - - _ LOUNGE A202 3'-@" 1'-0" W4" D WD GL-I CS 12 HM EP 2m/A83 1/4.151 25/A8.5,46/A-8.6- 12 Cl 4.202 LOUNGE - V1,T/r,PT IQd- P , - P P F APT - ---- _-T - _ 4.203 PRINCIPAL CPT RD P P P P APT EXTERIOR PRINCIPAL. A203 3'-@" 1'-@. 184" D WD GL-I C6 12 WM EP 20/ABS, 4 I/A8; 25/ASS, 1 6/A8; - ' A204 W-XTN WTW M CT CT CT / P CT / P CT / P CT / P GYP BD - P_ __ --- - CEMENTITIOU8 r15ER SIDING(ALUMINUM BREAK HEALTH RESTROOM- A204 V-0" 1'-0" 114" A WD --- CS IO HM EP I/0481 6/4.86 IO _ IGCUPANICY INpIGQTOR far A200 STAFF RE15TIIi�:+OMI CT CT CT /P CT /P GT / v -CT /P GYP BD - P - _ ELI . rr AT SIMILAR). REPLACE WITH STUCCO AT)N� ALTERNATE 6TAM i�6TROOIM- A205 3'-@" 1'-@" P4" A WD .-- CIS to HM EP -I/A8b b/ASAP I@ OCCUPANCY INDICATOR BUILDING APER 4 D WD GL-I CS 12 HM EP 20/ABS, 4 I/ABS 25/ABS, 4 6/A8; _ 14 A20b F1F.1LtH VCT RB P P P P AFT 1 r o HEALTH 4.206 3'-@" 1'-P)" Pi" A201 RECEPTION CPT RB P P P P APT _ ;" SHEATWII<s RECEPTION -` - A201 W-@" 12'-O" MN W bM MN MN 6" EP IVA86 - 18/A8b _ 20 31 - ---� - - -! ---- - INTERIOR 6" METAL STUD WITH BATT INSULATION • `t31" `_--- - A208 3•-@" 1'-@" P4" D WD GL-6 CAP 10 HN EP 1/A86 6/A8$ - I- - 20 42 •- - Ai08 HALL V--- - - V- GPT -R5 P_ P P -- !' APT_ _ HALL 8" METAL STUD WITH BATT INSULATION • "52" --- A203 KfOER's4R?@1GROIP VCT RB F P ! - P P APT �" GYPSUM BOARD ASSEMBLIES KINDERGAKTEN GRCUP A20SA 3'-0" 1'-0" P4" D WD GL-I C6 12 H1 EP 20/489, 4 I/A8AP 25/A63, 4 6/A8; 15 A210 KI DERI!4Ar..T@l BOT --- CT CT CT /P CT /P CT / P CT / P GYP BD - P _ KINDERGARTEN GROUP Qow 3'-0" 1'-0" 134" D WD GL-I CS 12 HM EP MU/A83, 1 2,'A8; 24/AB.;, 4 1/A8.6 IS -- A211 ICIOEIIIGARTBdGIRL _ CT CT CT /P CT /P CT /P CT / P GYP BD - P EXTERIOR cI KINDERGARTEN BOY A210 3'-0" i_@" P4" A WD --• C:6 10 H"T EP I/048.6 6/048.6 _ li OGCUPAJrGY_MDIGATOR A212 KINDERGARTEN CORRIDOR - SC RD P P --- P - GYP BD - P /APT CI 8" MASONRY • "CI" KINDERGARTEN GIRL A211 3'-0" 1--C" , _N4" A WD --- C6 10 HM EP I/A8.6 - 6/A8; 16 OCCUPANCY IND1f7ATOR -- -- - - to _-- 12" MASONRY • "C2" -- ------ - _ - -- A713 TEACHER UIORIG VCT IQD P P P APT 4;,r KINDEICsAIQ'TEN_COIWRIDOi! A2M1A 3'-i" T-•2" I1.}" D AL GL-2 MN 2 AL MN 15, 4 20 2, 19, 1 26 b 421 11 • r _ FILLED WITH GROUT TIER STRUCTURAL A2I4 VOLUNTEER WtO1C'JG PICT RB P NP +�' P APT FOAM IN PLACE IN EMPTY CELLS KINDERGARTEN CORRIDOR A212D 3'-I" 1'-2" Ili" 7 4L GL-2 MN 9 AL MN 10/4.8.4 �1 II,1/4.8.4,1 13/4.84 23 5 OUT6DE FIIICTION TO BE N NAL A21D KINDERGARTEN- --- VCi/CPT RB P !� P P P APT --- - - NIOTEt FLUSH 61DE AT GRIDLINE,UNLESS TEACHER WORK_. A213 3'-0" 1'-@. P4� D hD GL-I CAP 12 HM EP 19/ABS, 4 2;A86 24/ADS, 4 1/A&& 14 - INTERIOR NOTED OTHERWISE ON PLAN. 4.216_ BPEGI,'aL- ED VCT/CPT R15 P P P P APT 4 VOLLNTEER WORK 4.214 3'.j. 1'-®" Pia" D WD GL-I C:8 12 H,1"t EP 19/4.89, 1 2/048; 24/,488, 1 i/048.6 14 UL , U906 _ 4211 EPEGAL ED IIE1l111i00r1 ---- GT CT CIT /P - GT /P CT /P GT /P GYP DD - P - _ !LINDERGARTEN 042154. 3'-I" 1'-2" I')i" D AL GL-2 MN 3 AL MN 5,1, 4 18 2,Ib, 4 11 12 4 23 41 • - Ii:� A218 COUNSELOR CPT RB P P _ P P APT KINDERIszARCTEN A2155 3'-@" 1'-0" 13�a" D WD GL-6 CS 10 WM EP 1/4.86 6/.186 20 11 A21% HI NEEDS CPT RD ! P P P APT SPECIAL ED A216A V-@" 1'-0" P4" D WD GL-6 C6 10 W EP 2/ASAP 1/AS.i 20 11 -------- --- - -- - EXTERIOR U 4.220 GIRLS GT GT CT / P GT / P GT / P GT / P GYP BD - P O 8" MASONRY SPECIAL ED_ A2165 V-@" 1'-0" P4" D WO GL-6 CAP to 14M EP I/ADS 6/ASAP 20 II -^--- - - ---------- FILLED WITH GROUT PER STRUCTURAL _-_ --- -- 4.721 50Y6 CT GT GT /P CT /p GT / P CT / P GYP DD - P SPECIAL ED Rf=6TROOIM A21i 3'-@" 1'-0" P4" A WD GAP 1@ HM EP 1/0466 6/4.11 6 OCCUPANCY IND!:.'.-.'�� -- FO4r" IN PLACE IN EMPTY CELLS - -_-� _ A222 VESTIBULE -- GT CT P P P P GYP BD - P - ' I�" METAL NAY GWANNCLS AT 24" OC.MOUNT COUNSELOR -- A218 Y-@" 11'-0" P4" D WD GL-6 C8 10 la`T EP 2/4.81 1/4.81 _ 20 18 z A223 A CORRIDOR 6G _RB GYP ISD-P/P --- GTP BD-P/P --- GYP 50 - P/APT _ VERTICALLY, W/ RIGID INSU;.ATION • HI NEEDS A219 Y-@" 1'-0" Fq" D WD GL-I C6 rJ WM EP 20/Mb, 4 I/A8; 25/ABS, 1 6/AB - I9 - r' ,� A224 SPEECH -- --- CPT RB P P P - P APT ��- INTERIOR -- EXTERIOR WALLS A CORRIDOR A223 Pr3'-I" 1 1'-2" Iby" D AL GL-2 MN 6 AL MN 15 3 4 10 23 2 • CARD READER < -- - - -- --_ IN GYr-•'UM BOARD A66EMBLIEB. 4.225 VESTIDULE SG RB - P P P _ GYP BD SPEECH _ 4.224 3'-@" 1'-@' 1�t" D IIS GL-6 CAP 10 WM EP I/0486 6/4.86 _ 22+ 20 _ _ _-_- A226 COMPUTERS- CPT RS P- P -- P _ P - APT - COMPUTERS 422604 3'-0" 1'-@" Pi4" D WD GL-I CS 12 H"1 EP 19/ABS, 4 2/A86 24/A69, 4 1/ASAP 2'- • - - - 4221 LIBRARY WORK VCT RB - P P P P -APT COMPUTERS �A22oD X-@" 1'-@" P4" D WD CA-6 CS I0 H'1 EP I/A86 6/ABB 20 22 • - - -- - - EXTERIOR ---- - _- 0 A228 LIBRARY -- CPT R5 Gtr 8D-P/P P P P APT- - - O 4" MASONRY VENEER LIBRARY WORK A221 3'-0" 1'•0" P/4" D WD GL-6 CS 10 HM EP 2/4.81 1iAsh 20 22 • 4.229 MAIN ENtRY sC RB N9 NP NP NP GYP BD - P/APT RUBBER STAIR STRINGERS77r72" AIR SPACE LISRARI" -- 042284. 22'-8" 12'-@" MN W HM --- MN --- WM EP II/A8.6 19/4.81 2@ 31 + - - BUILDING PAPER -- - A230 STORAGE SG NB NP NP NP NP GYP BD - NP _ m 8„ MASONRY LIBRARY A2280 3'-0" i'-0" Pio" D WO GL-6 CS 10 HM EP 1/A8b 6/A8* _ 20 22 • - FILLED WITH GROUT PER STRICTURAL MAIN ENTRY A22-JA 3'-1" 1'-2" Ity" D AL GL-2 MN 8 AL MN 5, 4 1 T I,2,3, u 4 6 4 21 23 • CARD FADER FOAM IN PLACE IN EMPTY CELLS ------- - - -- - �` ---- -'- -- FOANOTM FLUSH SIDE AT GRIDLINE, UNLESS MAIP ENTRY A22M pr3'-I" 1'-2" 112.1 D AL GL-2 MN 6 AL MN 5 3, 4 4 21 24 • - -_. --- INTERIOR NO-ED OTHERWISE ON PLAN. MAIN ENTRY --_- 042296 3'-1" 1'-2" ly}" D AL GL-2 MN 8 AL r'al 5, 4 12,3,t 4, 1 2/4.15.4 6 1 21 24 • 8101 ELEV NB NP NP NP NP _ NP STORAGE A230 V-0" 1'-0" I P4" A WO CS t0 I�1'1 EP I/A819 6/4.15.6 60 26 15201 GYMNASIUM WAF VS CW / P CW/ P CW/P CW / P O_TS - P ELEV 5101A 3'-I" 1'-2" MN --- MN --- EP --- bM EP 20 36"CLEAR WIDTH MINA Lr9 B202 G`"1 OFFICE - VCT RB P P P - P -- OTS - P --- _- - O EXTERIOR -- _ - F - - IL CEIMENTITIOUS FIRER SIDING !ALUMINUM BREAK GYMNASIUM _ 5201A PrV-I' 1'-2' 1 P4 C AL GL-4 MN b AL MN 8 3,S, 4 10 22 25 • 15203 CUSTODIAN OFFICE SC NB NP NP NP NP _OTS - NIP --- i AT SIMILAR). FIBERS WITH STUCCO J" GYMNASIUM 82018 3'-1" 1'•2" p4" C AL GL-4 MN b AL MN B 3,9, 410 22 23 • CARD READER 8204 GYM STORAGE- -� NB NP NP NP NP GYP BD - NP 0 I ALTERNATE GYMNABIU'M --- 52010 3'-0" 1'-2" P4" C NIM GL-6 EP b HM EP 1/48.6 6/A8b 22/A8,6 20 43 f IMILAR 5205 BOILER APC ND NP NP NP NP GYP BD - NP BUILDING PAPER GYM OFFICE 8202 3'-0" 1'-2" P4" G HM GL-4 EP 10 WM EP 1/A8b 6/ASAP 22/AWS 14 =- - - J" SHEATHING --- ---- 8206 GIR1-8 GT CT GT / P GT / P CT / P CT / P GYP BD - P CUSTODIAN OFFICE 8203 3'-0" 1'-@` 134" A WD CS 10 I EM EP 1/4.81 b/0481 20 26 Ij" Z-METAL FURRING, Lu 8201 BOYS CT CT GT / P CT /P CT /P CT / P GYP BD - P - INTERIOR 8" MASONRY GYM STORAGE --- 15204 3'-@" 1'•2" P4" A HN •-- EP 13 HM EP 1/0486 6/ASA_n A8b 60 21 - 8208 VESTIBULE - CT CT GYP BD - P GYP BD - P GYP BD - P GYP BD - P GYP BD - P FILLED WITH GROUT P'-:R STRUCTURAL 1501LER -- - 5205 3'-0" 1'-2" P4" A HM --- EP 13 HM EP 1/A86 6/46.6 22/48; 60 28 1FMUEAF,ASIWSALPEROC3C3 - FOAM IN PLACE IN c"MPTY CELLS 8209 VESTIBULE SC RB P P P P GYP BD - P -__ i, Y - 8210 D CORRIDOR SC R8 P -•- GYP BD-P/P --- GYP 515 - P/APT OTHERWISE 01JI�� GRIDLINE, UNLESS NOTED D C'4DRRIDOR 1521@ 9'-8" L3'-4y r'1Pl G r'lIV --- MN HM EP II/0481 Ib/0481 21/,a,e,6 31 + STORAGE 5211 3'-0" 1'-O Pa A ILD CS 10 HMT EP I/A86 b/A8b j be 26 - 8211 STORAGE SC NB NP NP NP NP GYP BD - NP MDF 5212 V-0" 1'-0" P4" A WD --- CS 10 WM EP 1/486 6/A8.6_ 20 26 _ Gam" 8212 MDF - - SC NB NP NP NP NP OTS - NP - 'NAT•Q'Of.11m GTP DD ALL UWU.b IF TO 61-C GRADE G ACTIVITY 821304 3'-0" 1'-0" Pio" D WD GL-6 CS 13 HM EP 2/A86 1/048.6 20 -6 • -- 15213 ACTIVITY VCT /CPT RD GYP BD-P/P P P P GYP BD - P/APT �. - b" REINFORCED CONCRETE AT "GP - " " ---T � a � ACTIVITY 152!315 3-@ l'-Cm 134 D UJD GL-6 GS B I-AM EP 2/4.81 1/4.8.6 20 b • 8214 CLASSROOM VCT /CPT RB P P P P APT f 4 9 0 SEE STRUCTURAL - / _ s = 8" REINFORCED CONCRETE AT "G2" - CLASSROOM 15214 3'-0" 1'-0" P4" D WD GL-I CS II FAM EP 19/4.83, 1 2.0461 24/4.85, 1 1/ABS 15 - �' 8215 CLASSROOM VCT/GPT R8 P P P P APT SEE STRUCTURAL CLASSROOM 15215 3'-ON I. P4" D WD GL-1 C8 @ HM EP 19/A6'S, 1 2/4.81 24/ASS, 4 1/4.86 8 INTERIOR 10" REINFORCED CONCRETE AT "G3" - -- 4 D Ill) GL-1 CS 12 HM EP 19/A89, 1 2/ABS ,24/A83, 11/ASAP 8 -- 8216 CLASSROOM -` - VCT /CPT RB P P P P APT CLASSROOM -- B21io 3'-0" 1'-@" Pi" - -- ---- e� SEE STRUCTURAL 12" REINFORCED CONCRETE AT 'G4" - C201 MULTI-PURPOSE -- VCT RB P r P P OTS - P JEE 3TRLY,:TURAL MULTI-PURPOSE C201A 3'-1" 1'--a" j I'%" C AL C_-4 r•rN 5 AL MN 5, 4 1 2, 10, 4 II 12 4 23 29 • X02 LIFT SC NB P P P P GYP BD - P ALL FINISHES BLACK INTERIOR • "WI" MA TI-PURPOSE -- C2015 3'-I" 1'-2" 11rwva1.1 C AL GI MN 5 AL MN 5, 4 1 2, I@, 4 11 12 4 23 29 • - - 6203 PLATFORM CPT RB P P P P GYP 50 - P ALL FTN16WES BLACK GRAPE • "�"�� MULTI-PUf2POSE C201C 3'-0" 1'-2" X34" C HM GL-6 :P 13 HM EP I/048,6 6/4.85 20 6 • 46 a 6" REINFORCED CONCRETE • "WI" - -- -- Pr - _ 0204 STAIRS CPT RB /SS P P P P GYP so - P RIEBER STAIR STRMGER6,ALL FWISEE5 BLACK NI d ' SEE STRUCTURAL MULTI-PURPOSE C201D 3'-@" 1'-2' P4" C HM GL-6 EP 13 WM EP I/Aeb 6/AAI" 20 43 • s .. ^_-.�. 0205 VESTIBULE SC RB P P _--- P GYP BD - P -- _ - , 44 a r"o H 10" REINFORCED CONC;N TE • "W2" MULTI-PUIRPOSE --_- Cs"0IE ..,' ON 1'-2" Na" C HM ' G' -4 EP 13 WM EP 2/ASAP T/A8b 22/4.81 30 • 0 SEE STRJf-TUBAL ----- C206 C CORRIDOR --- Sc: - IRB P --- P --- GYP BD - P/APT - -_ a 4" ^1ETAL STUDS - MULT(-PURPOSE _ G201F 3-i'� 1'-2 p4" C FM GL-4 EP 13 HM EP 2/Ae6- - 1/A8i �/Aef 30 • - C201 SMALL GROUP CPT RB P P P P APT _ �" GYPSUM BOARD ASSEMBLIES MULTI-PURPOSE_ C201G 4'-4" 2'-2" Psi" A WD --- CS 10 HM EP 3/A86 S/A8,6 13/48,6 32 MDL 11ARDIILARE GROUP'40 0208 CUSTODIAN SC NB NP NP NP I NP OTS - NP INTERIOR MULTI-PURPOSE _ G24i?1H 4'-4" 2'-2" P4" A WD --- CS 10 HM EP 3/4.81 8/486 1 I3/0481 32 ADDI.NAFD11II GROL P 040 C209 STORAGE SC NB NP NP NP NP GYP BD - NP MULTI-PURPOSE_ C20U 4'-4" 2'-2" P4" A WD --- CS 10 HM EP WAS* 8/4.8* 13/48* 12 MDI.kARDWM GFOLF 440 0210 TAG - CPT RD - P P P P APT MULTI-PURPOSE - 0201K 4'-4" 2'-2" P4" A WO --- CS 10 HM EP 3/A8.% 8/ASk ,_...1_13/A86 32 ADDt 1� %XAM GRIOUP 440 C211 _ CLASSROOM VCT / CPT RB F P P P APT Oj EXTERIOR MULTI-PURP08E _ C201L 4'-4" 2'-2" � 134 A ;lam --- CS 10 HM EP 3/A8,6 a/A86 I3/AOA 32 =1.HARDWARE GROUP 8 40 0712 CLASSROOM !- VCT /CPT RS P P - P P - APT - - 8" MASONRY LIFT- C202 3'-0" I'-2" P4" A. HM -.• EP 115 HM EP uA8* SIM 9, 4 1m/4.8*-- 20 31 ----- - - 8" MASONRY ----- - - - FILLED WITH GROUT PER STRUCTURAL PLATFORM 0203 29'-0" 13'-0" MK MN MN 16/A8.5 12/ABs 21/ABS X COORDrKATE VMANFACTUIiER ., FOAM IN PLACE IN V'PTY CELLS STAIRS -- -- C204 Y-@" .0. 134' A WD •-- G8 10 HM EP I/0481 6/481 20 33 - "' - -- -- - 0102 EAST STAIR SC - RB / ss P _P P P APT RIBBER STAIR STRINGERS SMALL GROUP 0201 V-0" l'-0" j 134" D WD GL-i CS t0 HM EP 19/A89, 4 2/ASAP 1 24iASb, 4 1/A8,6 8 DOI TABLES SC NB NP NP NP NP GYP_BD - NP CUSTODIAN C206 Y-O" i._OQ P4" A WD --- CS 10 HM EP I/A8,6 WAD& 20 26 L'_02 DRY ------ QT OT FRP FRP FRP FRP VAPT -- - - - STORAGE - C20S 3'-0" 1'-@" P4" A WD --- CS 10 HM EP I/Ask 6/A8,6 (P0 26 -,- - 003 LOADINGOT QT FRP FRP FRP FRP VAPT -- - INTERIOR TAG C210 3'-0" 1'-@' P4" D UD GL-6 Cb 10 WIM EP t/A86 6/A8,6 20 33 004 KITCHEN QT QT FRP / 58 FRP TRP PRF VAPT_ 66 FLOOR TO CEILING • HOOD CLASSROOM `- - G:II 3'-@" 1'-0" P4" D UC GL-I CS II HM EP 19/A8.5, 4 VADA, 24/Ab.5, 4 1/A6,6 8 D05 DISWWA61; _- -- QT QT FRP FR'D FRP FRP VAPT 86 FLOOR TO CEILING: • f:,OUNTERS CLASSROOM 0212 3'-@" i'-@" P4" V WD GL-I CS 11 HM EP I9/A8.5, 4 2/A8,6 24/48:, 4 1/ASAP - 8 - -- �` D06 REFRIGERATOR - QT QT MANUF MANUF MANUF MANUF MA►4.F - I I �1 T E FRI O� ---- - Doi FREEZER QT Or MANUF I MANUF MAMJF MAMUF MANUF TABLES D201 3'-8" 1'-2" P4" A HM --- EF' 10 HM EP 2/A8.6 1/A8.6 60 34 008 MUSIC VCT /CPT RB P -�- P P P APT - a a DRQ' -- -- -- - - 0202 V-0" 1'-@" P4" A WD -- vs 10 HM EP 1/ASAP 6/A8b 60 35 D09 D CORRIDOR Sc - RB - P P GTP w.P/P --- GYP BD - 1'/APT _ w - IF LOADING 0203 4'-4" 1'-2" P4" A AL PL-6 MN 1 AL 1MN 15 13, 4 14 24 36 CARD READER _ - _-- - -- - - _-- - -'T- a' GYPSUM BOARD ASSEME3L _s _-- _ - -- DIV ACTIVITY -_ VCT /GPT RS P P P P GYP BD - P/APT PAINT PARTIAL HEIGHT GYP BD WALL 6" METAL STUD • IA' KITCHEN - 15104 13'-4" W-8" MN F 86 --- MN --- WM 12/ASAP 11/ABb - 60 31 - 8" METAL STUD • '15" Oil SMALL GROUP CPT RB- __ P P P NP APT DISHWASW D206A X-8" 1'-2" P4" 5 HM GL-4 EP 10 HM EP 2/ASb 1/AB6 60 31 - - - --- -�--- - --- -- --. - - -- _" GYPSUM BOARD AtSEMBL!E9 - --- --- --- -- -- 012 ELECTRICAL PUC NB NP NP NP NP OTS - NP UL": U465 DISHWASW 02055 3'-4" 5'-10" MN E SS MN 38 15/4.81 20/A8b 25/Ae,6 b0 3! + -- D13 CLA66ROOM VCT i CPT 05 P P P P APT MIIAIC .209 3'-@" i'•@" P4" D WD GL-6 CAP 10 FM EP I/ASAP 4b/ABb, 4 1/A8b 20 38 014 CLASSRCOM - VCT / CPT IRS P P P P APt - D CORRIDOR 020904 V-b" 1'-2" P4" D AL GL-2 MN b AL MN - 15 - 3, 4 10 23 I • DIS CLASSROOM VCT /CPT RS P P F P APT - D CORRIDOR 020915 pr3'-b" 1'-2" 1*40 D_ AL GL-2 MN 6 AL MIN 15 3, 4 I'� 's3 1 i _ DIb CLA56ROOI'M VC:T /CPT RB P P P P APT - Q 'k - ELLIS E$LIC�S - - - - r l ' 11� �" GYPSUM BOARD ASSEMBLIES D cowelDOR 152090 9'-8' 13'-4' MIN G MR4 --- MN --- HM EP -11/4.86 16/4.81 SIM. 21/4.8,6 31 -_ _ _ J b" ME i AL STUDS ACTIVITY 0210A Cr3'-0" 1'-@" P4" D WD GL-6 CS 13 HM EP WADS, 1 2/ASAP 24/ADS, 1 1/4.81 2r b • ASS?,CI w TES ` -T - --- - - - I 4" AIR SPACE (PLUMBING WALL) ACTIVITY _ 021015 X 1'-0" D WD GL-6 CS 13 HM EP 19/ABS, 4 21A8b 24/A83, 4 1/A8b 1 _ 20 6 •ARCHITECTS �a�a/'1 P.C. --- - --- --_ ` = b" MEAL S%DS -- ARCHI` ECTS cE201 GARBAGE gc - - r } `.i � ;" GYPSUM BOARD ASSEMBLIES SMALL ..+ZOIUP D211 V-0" 1'-0" P4" D WD rSL-I CAP 10 HM EP 19JA.41S, 4 2/48.6 24/ABS, 4 1/Abby - 8 _ --- --- --- --- --- OTS - ELECTRICAL 15212 3'-0" 1'-0" P4" A WD --- C8 10 WM EP I/0481 6/4.86 20 9 - -- - -__ _- ... -' - OTS � AT SIt-ILAR: - - - - - - --- - -- --- -- BATT INSULATION AT BOTH STUD PLANES CLA88ROOIM 15:13 3'-@" i'-@" P4" D WD GL-I CS D HM EP 19/ABS, 1 1/4.8; 24/.485, / 1/4.81 D E202 LANDSCAPE __ SC - - -- --- - -- •--____---- - -- - _-- 1230 SW F1ra• Ave., X300 �, Portland, Orego,: 97204 _ -_,� UL": U45B STC 50 CLASSROOM 0214 3'-0" 1'-0" P4" D WD GL-1 CS 12 HM EP 19/4.69, 4 2/A66 24/AB:,, 4 1/ASk - - 8 Ph.: (503) 223-eQ83 I TO METAI. DECKING ABOVE GLA88R4OOh1- ---- - D2t5 3'-@" 1'-0" P4" D UD GL-I GAP t2 HM EP 19/4.89, 1 2/4.81 24/AS!!, 6 1/4.11 - -- 8 _ Fen: (503) 29.4-0827 ROOM TINIOR_QEWRA4_NQTE% i CLA66RO011 __ _ D216 3'•0" 1'-0" 1}a„ D ,,D GL-I CS 11 W EP 19/A89, 4 2/A8; 24/x189. $ 1/4.81 I 8 -- I ALL EXPOSED DUGT,UO 'Fl�, CONDUIT, AND UTILITIES TO BE PAINTED VROOM r7. NOT USED. - - 3GH2DULEC TO RECEIVE FAINT Il. WRAP RECESSED ITEM WITH GYPSUM BOARD IN RATED UJALLS OR CEIL!W_z6 I CSR GARBAGE E201A 20'-0" W-4" MN J HM --- FP NM FP 23/ASAP 20 31 PAINT ON SITE ALL FINISWED CONCRETE TO BE TRCUELED SI'IOOTW. NOTED ROOMS (SEE SHEET A1.1 FOR LOCATIONS). n GARBAGE E201B 3'•8" 1'-2" P4" A HM --- EP I HM EP 2/ASAP 1/ASAP 20 39 '�/ - �" GYPSUM BOAR(? ASSE`'tBLIEs - --- - '-- - -` -- 3 ALL EXPOSED FIRE SPRINKLER PIPING INSTALLED UNDER THIS CONTRACT TO BE 12. PAINT ALL EXPOSED TO VIEW GYPSUM L3OARD UNLESS NOTED OTHERWISE. SEE - 4" METAL STUDS LANDSCAPE E202 6'-0" W-4" MIN U HM --• FP --- HM FRI --- 23/A8b 20 31 PAINT ON SITE- 1 r - - ----- ---------- --- - 1'-4" AIR SPACE (PLUMBING WALL) 43 PAINTED IN ROOM SCHEDULE;: TO RECEIVE PAIN?. CEILING PLAN FOR PAINT C OLCRS ON CEILING SURFAG,_S. 4'' METAL STUDS 43 4 NOT lia�D. 13. WHEN MULTIPLE FINISHES AF SCHEDULED FOR A CEILING OR W"LL, "P" Is Q" GYPSUM BOARC ASSEMBLIES - 5 ALL GYPSUM BOARD ON GRIDS 'J" 4 "L" TO 4' ABOVE FINISH FLOOR TO BE GROUPED WITH THE MATEP.IAL TO BE PAINTED (IE.: "G,P 50 - P / OTS - NP" - ABUSE RESISTANT. MEANS PAINT GYP° BOARD,NO PAINT ON OPEN TO STRUCTURE'. - 14 r`4 6. VERIFY 3UR(FAGES TO BE PAINTED WITH WALLTYPES. SEE INTERIOR ELEVATIONS, TYPICAL. DOOR 89HEVII-IAE ERI��NQT�$ DQQR SCHEDULE KEYNOTES: 1 NOT USED. i4 Nor USED. O MOTORIZED COILING FIRE / SERVICE /' SECURITY DOOR WITW SMOKE SEA,_ I. MANUFACTURER FINISH ALL MULL!ONS TO MA CH FRAMES. GASKETING 9 NO PAINT (�1 ANY BRICK AT 4I04, 4.729 OR EXTERIOR NO oA1NT ON ALUMINUM 15. J.LTERNATE FINISH FLOOR PLANS - SEE A3b, 4.3.1, 4.3$, 4.39. E 2. GLAZING TYPES IN DOOR SCI••IEUULE APPLY TO 4-L GL,468 IN THAT UP WHEN FIRE ALARM TRIGGERED. BREAK SHAPES, TYPICAL. NO EFFLORESCENCE ON ANY MASONRY. -- --L+�----- '4 --- DOOR/IllINDOW ASSEMBLY. 9 NOT USED. I INTEGRAL FRAME. 3. G:OORDINATE WITi4 ELECTRICAL FOR DOOR FRLME CONDUIT ROl'TING4. WEIGH* DIMENSION 16 FOR ROI,6�4 CPENING. DATE: SEPTEMBER 2004 4• PROVIDE 3/4"• HOLE, 8" FROM LATCH SIDE 4L WEAD AT ALL EXTERIOR DOORS 0 MAGNETIC WOLC-OPENS (POLLER CLOSURES • SIMILAR) - SEE ELECTRICAL, _ ALIGN WITH CONDUIT ROUTING. 'VERIFY LOCATION WITH N.I.C. SECURITY O " GY PSUhi BOARD CONTRACTOR. X09 n,1: 020e.00 FJI SH.._Kr;YN.Q.TED; � 4" METAL STUDS +� B" MASONRY DAWN BY: MEB NOT USED. F� DOOR LEGEND CHECKED BY: SKS NOT USED. REVISIONS: -�- -- INNN 3 LEVEL 4 FINIS+ AT GYPSU"1 BC,A� AT STOR.ArsE FriaM5 ONLY FOR FIRE RAtIr1G, pp0q FRAME N01 USED. -- -- MATERIAL GLAZING _ POW MATERIAL 'Mem `---`--- 7 G''�SUM BOAR) UP To 0 -m" ABOVE FINISH FLOOR- AL ALUMINUM _ GL-1 ; SINGLE PANE, CLEAR TEMPERED CS CLEAR SEALER -1L -}.ALUMINUM EP ENAMEL PAINT --- HM HOLLOW METAL GL-2 C E iLE PANE,TINTED /COATED M LATLD fEhPEREO GLA66,BOTH PINES EP ENAMEL PAINT H"1 I HOLLOW METAL - FP FACTORY PRIMER BILE: 02050_302l1F5_VE�w Asx �� MN MOWFACTURER GL-3 SINGLE PANE,CLE.A ANNEALFD LAMINATED GLASS _ FP FACTORY PRIMER 66 STAINLESS STEEL MN MANLFACTURER -- _- 9 O O M FINISH LEGEND j ( l - J' GY F-" BOAFY: .43SEMBL'FS � WOOD GL-4 DAEII.E Pff,1'NTED/COATED H ILATED M"M L*WTED MAN,BOTH PAW MN MAMFACTURER - - PC POURER COAT l 6 METAL STUD • 'FIA" -- - (y LOOK BArlE WALL CEILING 10" METAL STUD • ' SB" GL-'s DOUBLE PANE,SATIN INSULATED ANNEALED LAMINATED GL Abb PC POWDER GOAL --- - _-- RA WITt4 BATT INSULATION GL-b toNGLE PANE FIRE-RATED SAFETY GLAZING FINISH SOHEi1ULE t -_ C:4tZPE1 GT CERAMIC TILE BASE Gt I CERAMIC TILE APT I ACOUSTICAL PANEL TILE DOOR OCHSOME ,-__-- -- Q" GYPSUM BOARD ASSEMBLIES -- -- ---- - -- --- MAIN FLOOR T CQRAMIC TILE NS NO BASE CW CARPET WAIN6C;IAT lIL"• U465 GL-i SINGLE PANE, REFLECTIVE TEMPERED GLASS - - ----- -- -- - -- -- - _ NQS ---�� PL-6 SOLID PANEL WITH ALUMINUM FACING BOTI-I SIDF9 NINNNINA T QUARRY TILE - QT QUARRY T',.E BASE_ FRf FIBERGLA66 REAF010CED PANEL GTP BD GYP_$UIM BOARD T WALL I I /` I TO METAL DEGKINCs ABOVE BOTH TYPES S _ M'IALED CONCRETE RD PLINWR_BASE Gy-BD ' GYPbIJM DOANDNP NO PANT -- _ --- - W A L- � I �R T VINYL CCIM"ItION TILE - 8S STAIR STRINCsER P PAINT ^� �;TS OPEN t0 dTRUGTUREE A3.2S I" 1'-0" R >r � - Uk70D ATHLETIC FLOORING - V',3 VENTED 15,46E - bb STAINLLS6 STEEL -`--- P _ PAINT r - • TXCO TEXTURED CONCRETE VAPT- VINYL ACOUSTICAL PANEL TILE IS 10,...1 ■ 7 20 11... ' LEGIBILTTY STRIP .: C m 1 , O I 2 3 4 g 8 7 6 9 10 1 1 12 13 14 I 21 22 23 21 25 26 27 ;2e ZF . , 'mow.. - �a94M+i4k"iW ,v..+.. n r. ...r. ,. K ri*a+6*imf� ,. - Y1'W+MYI'Y "tlMa'n4.8�•t". .^IY `6^+'d++*n .. M�d+�* '�" �V W� *1NM> _ � • ... -.. . ..: A I _ GENERAL_ NOTES _ 04 � tom' I L.''LL WALL D!'Et1610F16 Atm TO TIE EXTERIOR FADE OF&M C1UE FOR EXTERIOR WAL-6.AV TLE TO 0) NORT;a A10 EAST FACE6 OF 61RLTUE FOR N1l1tlOR IIIAIlb,JI NOTED OTI-MbE.ALL OF911h5 D11DO N6 TO ROU(4"OF@IIN16,LKM NOTED O1IEMM ?.DBilER R.IJ'6R4 FIir11J1�h ldU:.+O CGt1lTER EDGE.UVl.E66 NOW OT.ERU6E 1 A6 7 `=� 3.NOV-OPB~FOR DO-ft,,4'FROM FEWVVk::4AR 6Tip WA.,LKE66 NOTED 04CRW16E 60 NTEIII1FW HER COJV LINES AT INTERIIIECTias, C� 14. 7 1-� 4.OLIN NOTE COUtt&1Wr VOLS ARE TO o N6 DE EDC#DFP WIDE DAOxETDE E A OF I`M A6., AI.O 1 A�. `1' WLE66 NOTED OTIERASE.rq.LE`'6t,�: GOult!Df@di0N6 Alff TO nE OUTSIDE EDGE OF I'ME -_- , MOLLEYDALL[0LR1 LNE6 LNLElS6 NOTED oTiERI�eE. D.Au eHc9 ao DRwc►G FouI To�*E*Aga REawREMtle,Irt+LEe°NOTED oT.ElaueE ;:J b.EXTEINDWNTIN .rIJIDR.40T a'AT t0'of VAR RIeER6 AND I'-A'Dottory OF eTAr+E Rl+f+PICA.,JLE66 ' DaNTla,Oue OR No1m orIERIu6E Q (Q I V , FwSN 6CiI D 6.011E.-DRAB:AT FLOOR DRAIN SOLA IONtl,1�6T1i0"AND Ct16TODIAo 6EE M'-�• - -``9' A" ! (jVy DO e N AD0111 F REL'E96 eLAD AT 4 TRA TION O A ACEI D264. F*416 t 8701 VERT 4 L T !1 A" b''A" .D" 9�,r i- r i �-. DVAIl.6,w11t MM'1iAD1ll1!'R F,7R FLUW iRAI'161T1Ch TO 4DJAL81T FLOOR FNIe1f8.-EEE 9 ki 77 23 1 060 rt A b'_A" ,L µ,T 1 A�IT I n ' I I '14 e.�P"ST WT GYP*r DOAK.)611N TO♦-0'AFF ON 0Wr*'J't'4'0010"RE G' YARD 3 S''�T AuBOARDM AF11REC 6eED I'D%N60-6 OR CEI.WA N0�FOR I-HR C"T+&cnON-WE EO' - - -- -- - ------- -- -- -- _--.. --r-- - / ,.a r 1 r` J ^ _..4" 2 m" 2 2-6I 2 m" ?'� a . ~l ', 10.Ally/FDL WtN Fn6.DENEFT a_OORD NEAR GPD6•-•',''11!t AT ELEVATOR b1AFT F -61.811 Ilt ie �--.----.--_�L -------. _ _ It.PETAL 611D DAOCF�i FOR ANL FIXfl.�6 6EE�'ECMANILAL.F'LL!'OING.t N*Eltlp!ELEvATIPi6. 12.PWADE Fft6TOFINM AT ALL RATED CON6T0WT4N FEIE1RAT06-6EE SWEET All. �r•" m 12E I I I 13,ALL REGE66ED FIX IM TO kAvf -AR C"TqCTION AT EACw RATED WA.L OR CEIL.K4. e _ I l u.ALlrr+waLL6,rERTIGAj.LT AT RDON*ae AIM .:107 am.503.41504 w.Tw RGbr+e ABOVE 7 qp0� 8 A6'T I AZmS '" AEI 1 �' 3 I 9 15.6W.LrrPE 0W6 AT ALL eRACEPRAM6 AS 1 I^' -. ® �'•6" ' LL 1 AA•3 I AS 1AIM Hr. N.E011OPI'ETe•4'-0'OL.N ALL CQNTERTO"J h RD"A701.A77'.1 A226 � 1) 41 I I e it •EVOC JOINT GRID^'KWIC JOINT GRID'a'EAV IIL4LL CTs C20'- d \` � - --= __ f - IA,-/r - 6) � i 04.1 LD.FOR ALL INTERIOR MA60NR"TO 5x1161!"DOAIS.A6eLx�LIEtl NTER6ECfip46 eEE DETA.IL6. i 1-e. ' I 18 FOR DARE DID VCT OEE FLAN 6. _b 7 A move I17 AL•Tµ4' � T ! s - � �._ - I �.,✓1Z> p "RR °�� ^� - �' �, : A6., I 7 KEYNOTES - - - - 0204 { �• 1. vJsovti ti 7 & I I g g I O TAGKBOARD • CENTERLINE OF CLEAR WIDTH OF WALL - T� 1 _y I / U SEE INTERIOR ELEVATIONS. I 7 ARTL� I 1 4 { `d - ' I "lY I I� I I �� 1- 2 TACK30ARD • CORNER OF WALL - SEE INTERIOR C _--- -- -- - r- --- - - - - - --- KINDER" 1 l 9 5TH' Is {� A'• la 11,, 1 ' -- - --- - - -r. ELEVATIONS. 41 F p20 R 74'- ------------- -- ALIGN WITH EDGE OF VCT - SE.. INTERIOR Q m TAt.KBOARD j OIM I " ti 6 A2©`- �1 -.� yp,-p• '" Y �'�` ` - - AE30VE j �-' ELEVATIONS. ® 1 t 6 I w s v4 511 J „ b D� 1b Y ! EQ EQ EQ EQ �= O4 TACKBOARD ADJACENT TO MARKERBOARD - °SEE II =I • `, 1 b'.8" • , m8 9 6 d INTERIOR ELEVATIONS. ,J _I - ®ip 8" b" a� O MARICEREIOARD•CENTERLINE OF CLEAR WIDTH OF WALL WITH !M A°I, 3, r PROJECTION SCREEN!ABOVE -SEE INTERIOR ELEVATIONS. ' RES " r l , _ • D ----- - ---- --_.. - -- - --- -- -_!jam r-------- ------T- ----- - --� ---- ----- - LECTION SEE ELECTRICAL, D IN + p210 to T -W E. -_ _ 1 0 ;-` V �' ° -� r AN INTERIOR x I 4 5 6 -e' 8 _ AZI r I � ELEVATIONS.L O G °7 8 . LlI�RK N I b'4" T, m" bm m„ - ----_-_�c-1'a DOWNSPOUT-SEE ROOF PLANS,CIVIL,PLUMHING,AND DETAIL:® Atm. 2m'-m" I tm-©" IV-ell-m" I 2m-01 I 6' - EXPANSION JOINT - ALIGN WITH EDGE OF OPENING WHEN "?_ 8 LOCATED ABOVE. - SEE EXTERIOR ELEVATIONS FOR I _ - � ----JJ � { E•�j�2t ip I ® ( I I I ADDITIONAL EXPANSION JOINTS. AJ4 s PLUMBING EQUIPMENT - 5EE PLUMBING. -I w e• ® _1 ! EQUIPMENT TRI ELECTRICAL EQU PMEN SEE ELECTRICAL. LGINDGIjpT7: µ 1 __ cr. ®6- •'I , T Lu ' r [] + I OR � / I I I �0.: ':ui, 11 MECHANICAL EQUIPMENT - METAL STUDS TO SUPPORT 1� A20°� T.SE'-0 I I c� I I I I O WALL EQUIPMENT - SEE MECHANICAL. O a 1 u I .� t E i I 11 N � � { Ga p218 N �/ �� I I I ~ i � I `�- I 4 m ae4`�E 1 w 1 0 MAIN I I - { I ! = I -- " © INTERIOR ENTRY MAT, GESS CONCRETE SLAB (VERIFY DEPTH WITH Fr D ENTRY I 3,ter` J I ,� -� -'� MANIFACTURER).ALK,N"-0"x4'-0"MAT W/OUTSIDE EDGE OF DOOR ---- --- --- _ - �Lr C- - - - - 1 a R s - FRAME - SEE DETAIL. r-m" m ra A21T ' 0219 ! t�A;IM -- � j o='r'ts N glM { _--- " m I I I 3'-m"3'-m" 3'-m" 1'• / FIRE EXTI iUISHER CABINET - SEE DETAILS: 9 i J _ - 066 I m N ® - __._ _ 1 - - - - - - ----_- ® 1 I I 8 - L_- __ _- --__-L _ - - - - ' Q FLOOR OUTLET BOx - SEE ELECTRICAL. 9' ,p - 5 I 1-11 NE:iq 1 nA :� PKC GIKL 1 ppb IAL AZ NOT USED. - I "�- - -� TS COLUMN P (=ROM FACE OF GRID, 2' FROM FACE OF TESL 6 1 ` 11 .T" -r' e R _ ' - - GRID AT SIMILHR - SEE STRUCTURAL. E a _ p 4,_3„ - _ � 6,_a. i'- J b'. G { _" QTS COLUMN - SEE STRUCTURAL. 8U1 � r N / N 5 •r !_a>•� u VE i •� ...r 4sas.�. o.oLL 3' v' z .r { �: Q FLOOR DRAIN, SLOPE AT IX TO DRAIN - SEE PLUMBING. 5 s �� y I '46C W 1 3 BOY4.5 1 I i I Aeon \ �A - 1 CANOPY - SEE ROOF PLANS. 040 yp GIRLSr• F ' Ay J TODI A F,. _ ! _ VESTIBULE 6 NOT USED. OFFICEOPPI ;p ag BC SER B22)b I I { B2m9 ® > I I i A6 �1 p 4 B2m3 r 8224 i BEL( I r 1 N Z l) AS.♦ 1A { dZ G NOT USED. o " b'-p II�_4„ b'- A6.+ w r 6 " LE V G A rl EL V I ': w t•= I� '.__'k" "cgT16U ,' 1 'k ". - - --- I D �_m ® CARD READER r AEiOVE _ a Z22 _ 'j .L(r w � I v --- ! a �•!D C ." 0 --f _ - - - - KNOX BOx - SEE EXTERIOR ELEVATIONS. i a J - r { _T_� - A CORRIDORn v I u, " A 1 •�2 - RO 2 FTI I ' A, „! 1 311_6„! ` 1 b,_t..! 1i` S' �,_2„! 1 -*-= =- ---- - -+1-- - �r N 1 � I I' " 9 - 11 II 13 `� I I B GORRIDG� * 1 EXTERIOR ENTRY MAT. 1 062 GI a -AL I'.4" i'-4-=61.811 1 " • ANUF - °° I I b ° - -5"! b,_e" b, D.. A6° a II I °' J I I I I 4 -A" F - 12 � 9" 3'-5" 5'-2" 3'.5 T.1 im'-8_ � E^ 1 II'-4' FLOOR COVE!2 IV ©„ _ ATE. _ • ' '` �$t b_- _. .___.13_11"- 3'-5 - _ - ---- -9'-A" -- - -- - I 1 u I � � - � _ ALIGN 2Im I '•! AI.LdN 3 ® F � ' STAIR ___ ^ � I I 1 GI I �' GI1D5 O 11 -A 1 11 GI r a ® SKYLIGHT ABOVE - SEE CEILING PLANS. r� ® SPEAKER CONTROLS. rT' cl I ® 6 IA SPEECH S I •m S-(OR.G�F G - Ga►� y ACTIVI N , AS.J IA ;i �i I I w E I I G '" • 1 �. -+` 2 _ --OAR1 1 D213 S > ® 19PL_Ar LOCATION,111.0. - SEE EL'.CTRICAL. r Y L1®RpR( � I I 7 ( I I 6 CARD READER D v£StIBULE I As.s ! 0271 I I �^ �• �� _a VC1 -GPT Grt-�E}-VCT ® WHEELCHAIR LIFT. • � AJs \I I „ I 2 'I 4225 N E C - - -- _4�„ - ---- A" ,p _ m _,. _4,� '^ - n,_4„ Ib._m„ ib - ..111 ` GUARDRAIL - SEE DETAILS: CLL,� �a�S�1L�OC `� `( 1 A6, A„ 8 14 2 4 - - G ® I AI ® A� \,0:i'•�1 T E Z ` �� - I - - 1 O g 1 _ y-8 e.. 3_b 9 e' m„ Llta� r Go►�l1 - ST - --- C 3 NO USED. J 1 _ o�1s 1, 2, - _ T ARcbITECTS P.C. r-- 1 OPEN.TO .1 b'-e" -- 2m_II - - 2m-b" b'e ! NOT USED. 1230 8W First Ave., 1300 1-b., BEL r-4" ® Portland, Oregon 07204 Lam, I,-®„ ,� � 8 g 8 _ 0 o m Ph.: (503) 223-8083 f I TYP(1)� r 401 GLASS PLAQUE. Fax: (503) 294-0827 I A 1 \ v Q COMPUTER.°+ i 1 e.. b - V 4 Is 6 'a? + I 5 4 1 I 4zzb A E �yy,OR, Q I, m„ 19 A 1A 1b'.O• A g 44- 4 V ® P.GURItY C'7NtROL CONSOLE. I " �� 1 �1• < 1' GLA59ROC ! :I 3 CLAS9R00 I CI_ASSROO'"t 7 (A) - a-2" 1 I 7 i Q 1 1 5 ® HYDRAULIC ELEVATOR !Li5 T'p " 0 1 1 32214 a0 _ 8.15 8216 0--- + A90 w ' SEE SITE PLAN FOR STRIPING. I G 1 5 • I � 1 � VERTICAL DUCTS. I ' 40 4` A3 S O O 1.._. - ® I A4.J C 2 � ROOF ACCESS HATCH - SEE ROOF PLAN. + ' 1 4 I - I ® ROOF ACCESS LADDER - SEE DETAIL: 46 7 �O _ a IT ONO 4� 1 A I ® I ® ll U ROOF ABOvE - SEE ROOF PLAN ° ® ' ° - - -- - AeOlA AEipV� G r ,• •-}-- .--- -- - - -- - - ,p _' 1 I 05.2 AS � - ;•- G (3F 7 I 4 7 - Al Q OPEN SHELVES AT WALL MOUNTED STANDARDS. (3) -- -- , 4® FLOOR TC CEILING STAINLESS STEEL WALL FLASHING A -- - ACOvE DATE: FEBRUARY 2005 e 1 >m-m - = FoM. p� - ® ® ® y ROOM D204. JOB NO.. 0208.00 OltT <?I T � ,. PROVIDE META. STUD BACKING AT COINTERTOP SUPPORTS TO AL DRAWN-BY: MEB I I Ole b'-e 1 ' 4 CHECKED BY: SKS Ter<» Ip-O" " I 2 t i STACKWITH ING / DRYER - N.I- SEE INTERIOR I..C. REVISIONS: �IIPA" ' Q m A6.♦ I m U Q ABUSE RESISTANT GYPSUM BOARD ALL FACE&. }- - - - I 2 I 1 J m°_ 042 040 1 I DRAIN - SEE PLUMBING. -- AILI ♦ 3'_4„ II'_A. 1,_2" b, 2. b,_e• b'-®^ b'_A" b'-Im"! A'-b, 1 to 4114, E" b_8„ b,_m„ b• e„ A, g,. 5' 4, Im'_e° !m. m„ II" ,_y, Im' D., tm ®'_ 5'-41-T051-411 LUSH SIDE OF MA OSIRY. _ .. --r- - - - -- Q F I F II F 02080 302MFP VE dwg 2e'-II" _ , - - -- 125'-I" � ---i- --�D y --- __ 24'-b' - - -- ->�- - -- 4 421'-1" ® 3" CLEAR SPACE FOR VENT - SEE DETAIL: B 1 SIMILARC 1 -"- --- _ - _ ---- -_ -- - -T - -.�--- - -_ -- --- -'-- ® l2I REFRIGERATORS, (2) VENDING MACHINES,(I) I MAIN 1 2 3� ( 4 i 5 6 7 08 �9) 10 4 DR!WIN5s FOUNTAIN SEE PLUMBING. WEST ® FLOOR PLAN - MOWN n A3.2W Ly4 . A3 . 2W $r� iI1�I.Awz wlrMR4?n .,. w r r.- LEGIBILITY STRIP _E cm r I• Il a L� 0 3 .] b 7 E E1 I CI ! I I I 219 ,19 y.. F�`x 'Omm.l[m 2 3 I�A 16 I_ '�i I� �C: 21 22 23 2n 25 2g - $I I 1 01 woN1 !' % 1• 1a1 ;�it�1 u; 1.tI� tilt),1!lall,la�IJala�l��1�IlI.I��LII��IIa��ll��l�ki�111�1�1�Jri I I 1 r , ,. -:; ., Y•"4!1!; ;"i4%'t• .. "r.4(Sam'C+'QPM"%;�I'4F"X41!,t";N1fi'ir=aKl.m..;..-ndy:�"•.„...,n:r."..r, c',::dr9`h0wi'F: , F 1 3 . y {I i ' 1 1i GENERAL NOTES 04 A"AIU DM04NS AM TO TWE EXTOWR PACE OF 6TRrTLM PDR 401111111.AMC)EAST FACE6 OF S'RCCTUM FOR NTBWR WALL6,LIl.M NOTED OT4ftw ALL ENNIS cTEMOR t, L OPDma&afe 70ft ll JP . BING6,MLES6 NOTED OTFERL,6E E YW 16.MO t1f'O IIS CEN'ER P.J•EMG FIX1lRE N WIDTH OF CQNTE4 EDGE,J4E66 NOTED OTIERJSE O *0JGH OPENWA FOR DOORS I•FROM PERPD1DCXAR SnM WALL.Jd.ES6 NOTED Onemm 12 13 14 15 4 0 .BA6KETBAL.COJr LIES�::u•+I;ATE AN 6U Nr IERR I OTHER COW LftE6 At wTEPWbCTM BA8021SALL COURT D111FMONS Art t0!tE PODE EDGE OF 2'WDE 6A"TBN.L COIRT LIES. 1 I IltM NOTED OTIENME XXIEYBA.L COJr DMNSW"AR=TO hE OUTSIDE EDGE OF r 1UDE ' I VOI..E'T a COURT LINES KM NOTED OTIE1iU6E ADA REd41RERMENTa.J1LE6tl NU*E��•uERu6E. b.ALL ONCE AND DRIKl1G FOJIT4NE TO I'EET r. >OEM 00 b.EXTEND NANM,IL6 01 AT TOP OF 6TAIR 1I APC I-11'HOTTCH OF STAIR 0"TYPIC.L JA-E66 CONTWWA NOTED O'leWft U Q 1.Rl' A6 61.A56LAD0 4T WOOD CERAMIC 4 G<LLRT TILE FLOORS.At0 A._ENrRANa MATS SEE PM1W 6C1+llDIA..ES.SLOPE TO DRAIN AT FLOOR DRAIN LOCAT10N6,PE6Tl1110",AND Cl26TODIAL U BUJ I RO?'tl N ADDITION RECESS 6LAD AT RD"pO2.DM D203, D204D206 /D20't vEW ALL u j I DEPTN6 ILM M.WFA-'TW"FOR RA64 TIINtlIT10N TO ADJAC NT FLOOR FN b -SEE dI j I 0 P PAC RENVoINT GYM&HOAR.:;P TO 4'-V AFF ON 0RID6'j•4•_'W!_I�GTftr WARD --�--- I i 6TPh1"HOAIQr uitAF RErJES6fD ITf*1S N IW�.LE OR:,EiLNfa6 1+0'ED Ft7F'..+a CaCTptc'IG>t.- SFE MEE'A„ FR�Jn_ou!ON6 ----------- W-AAL IGN iOt.YATW POD BETLED:RCdi6 NEAR GRl<ia'J,'•I,'"11,'1 AT ELEVATOIa 6HdfT V-1111" G.PRICYDE FIREV PING AT ALL RA'E;WHOTRX-1014 Pet-TRATIO16-SEE"E'AL: w IL PETk OW BACKPIG FOR AL PIXTIIES-6EE MECwNaO:r,�,PL IWA 4 WERIOR ELE✓ATCNa i XTL4!96 TO NAVE I-WR CON6TIWCTION AT EACW RATED WALL OR CEIL/G B 2 .,I W.ALIGN.WALLS YEICTIC LLY AT ROOMS AICI AIp2 AI 516'2.5103 4 MW Urk RtJ01•k ABOVE 19,ALL.RFL'E. 86FD FI Aix ve A6 t I 1 A6.1 I6.U4LLTTPE CONrNIM AT A.I.&I ACEFRAMS 6 I Ie.6111110MIS•4'-O'Of.N AL,.COUNTERTOPS N ROOMS QVI A221 t Ane 8 I ' n.6lk16C A7Nt ORD'1.'RIIMIO DONT GRID'i7.'EAST A.-OF G0'. III.POR ALL WEPWR MA60 41Y TO GYP&P DOAK A66eVLlee NTE-RSECTION6 SEE DETAIL& 7 1i roR SASE eo VCT SEE Pt-AK 6. O , a : y, I III _m'tl � L APE k.d / OJTSICW ndE • OE 1 E2 2 =_ 7 a p 7 t ISL { � II li J - m Q Aeon A63 z KEY NOTES G: v ` NIC u IL s� " IL y - - -- - - - --.ten _ - --- ---- -- - M^,-- O TACK50ARO b CENTERLINE OF CLEAR WIDTH OF WALL - - 2.1 �1 ----- -- - SEE INTERIOR ELEVATIONS. 00) 'I`. o ;� -- -7 '" - _. �J O TACKBOARD a CORNER OF WALL - SEE INTERIOR - m in ei - 9 rt I arsovF 1 �J 3 ELEVATIONS. AGKBOARD ALIGN WITH EDGE OF VCT - SEE INTERIOR GARBAGE • �o18re I •J016 ABOVE TABLES D I `� I e, E201 G,BOVE C A6190V! � O ELEVATIONS, rL e>•� b _ D2191 D2m2 LOADING �1 i ® 4O TACKBOARD ADJACENT TO MARKPRBOARD - SEE 0-tof a ,Y __ ��Flom. INTERIOR ELEVATIONS. _ b _ QDABOVE 1+: 1 40 MARKER80ARD a CENTERLINE OF CLEAR WIDTH OF WALL WITH iN / 5'-a I0 g._g - ___-.-_ __-_. - -.---_-- -- __-�n 1 PROJECTION SCREEN ABOVE - SEE NTERIOR ELEVATIONS. OE n A _ `J all- r rrp pF 4 22 O SYSTEMS COLLECTION - SEE ELECTRICAL, AND INTERIOR 14'-0" s_e'I A6 2 1 ELEVATIONS. 4 KITCHEN �� 7 DOUIy 'I -SEE ROOF PLANS,CIVIL,PLUMBING,AND DETAIL: r O 6. �T D4RD4 J I EXPANSION JOINT - ALIGN WITH EDGE OF OPENING WHEN O LOCATED ABOVE. - SEE EXTERIOR ELEVATIONS FOR 1 I ADDITIONAL EXPANSION JOINTS. 0 VcT CIT E Ayr 1 COVERED PLAT 9 PLUMBING EQUIPMENT - SEE PLUMBING. fl 9 I ( REFRIGERATOR FREEZ R E203 1\ �/ 1; H I \ / I I w ZI� ® -- - - - D2ab D201 I I \// I 1 ® ELECTRICAL EQUIPMENT - SEE ELECTRICAL. v --- --- 0 m„ I_ t - - -�� 11 MECHANICAL EQUIPMENT - METAL STUDS TO SUPPORT _ �,_�:: •r A8 r T •/ ` U WALL EQUIPMENT - SEE MECHANICAL. INTERIOR ENTRY MAT,---- - Zp SLAB J' T rALM f DI a ! ` U Z - 1 -CF ® MANFACTLRM..ALK,N 1®�x4'-@SMAT W/OUTSIDE r EDGE OF DOOR TH —� -m„ I MULTI- -� B WASH Ae r I ; / - z W Q FRAME -SEE DETAIL: t io PURP03E ^ r n D205 I'- :7 t1 ' G20! {47y L-r��-1-_ �� 7 Q :I d) ® tt t r t, V CI ® FIRE EXTINGUISHER CABINET - SEE DETAILS: NOWJ O FLOOR OUTLE- BOX - EEE ELECTRICAL. w E '— S e1-t 2 1 AL1C�1 t 6 6 C. I -_ 1 � NOT USED. Al' _ F in �-0" '-, t L, F 4 ® ITS COLUMN 1" FROM I FACE OF GRID, 2" FROM FACE OF GRID AT SIMILAR - SEE STRUCTURAL. q Y I 41,1Lua - -- - TS COLUMN - SEE STRUCTURAL. H -- - - - IB T - MU51G - - r 55'-n 5_ �'-I D208 6 I I \ / !/ r7 FLOOR DRAIN,SLOPE AT I% TO D 2AIN SEE PLUMBING \ 1� i d a I I I w ITYP OF 5 BELOWQ- IN L� `) U w E 5 I I /\ I I 63 ! / ' ® CANOPY - SEE ROOF PLANS. _ 7 VESTIBULE r I I I 5 OLATFORIH r_ LO'J! s I Il - ! /__\_ BI y 1 ® NOT USED. �i 8209 t'lEi. BEL I I C2®3 !61LT 4 4 � � W b � N E _ � e I ! ill CHAIN I! v � � S at �Aeo� I STQ�AGE UN*ER I I ( a s T 4^ r-2'-m" ' '" - OW i 5 + -2"V- d) ll u s + �' 4 t4" �'_P Q�, .. I -4,: _m„ m,: 4. 5 s 3 d, 2 m" ' C2E2 I > 3 3' a 3 3 b„ I NOT USED. mg S � A6. A6.1 -.-_ --- _ _fir. - f -- x �. S1.4" j-4' �'_4" _�„ 6' 8" X1 _4:. 3._4„ ,,4„ 1 I 02 L 4 1,Lt II ,o I v 6 I _ 1` I - .:� ;' �__. /-� ® I ® g ® n � ® GARiO READER A - - A. . FOD. 111111 PEI �' m" 3 ® KNOX BOX - SEE EXTERIOR ELEVAT'ONS. - � I ( C CORRIDOR - I ! D GORRi^e'tR 11 I ! I 2 I ALIGN -- - ,s_5 I _ 62065' 5' 3' S" 9'-4" I II'-4" E A9.3 I gVGT Aa.2 Y EXTERIOR ENTRY MAT. K I S QI I-10" e1 1 _ I I - -_ - D2td9 - a4-8" -- Im �I _ _a c b, y[:1 I �/- i II .-ALIRL - -*t-_ -- — --�` �. r EAST L -�\ I lA ! I IA i. ! I -�8r� '��N I I ° ('N I STAIR -- d1 e K ® FLOOR C01/ER PLATE, ic; f3 At3o �� -- - � H GI T °.>MAl� I IA dI 9 2 Gi °D I m I a0 :�' L ® SKYLIGHT ABOVE - SEE CEILING PLANS. cs OImZ sPt GROUP Fi- - I A _� ,, *9 :r SMALL A -® ' rT. vCT �E- V C201 ° 2 d ?1' G210 I I ACTIVI w N F F — GROUPQ mom I ul 7 CI a ! : D210 S I i . vICT- -- �I D211 la O ® SPEAKER GONTR0�5. - _ _ ® GAI2J READER DISPLAY LOCATION hLIG. - SEE ELECTRICAL 0 1_ _ IO'-6" 4'-m" 13.II � - ,�'-m:, I I - IE -;�- -- - ® WHEELGHA,'R LIFT. _ G _ AE ELLIS ES' CK II-4' I -_ __ - -.'OIL - ASS,pq�po ` CUSTODIAN STORAGE oto -� ELEC 2 4 ,r ___� ® GUARDRAIL - SEE DETAILS: �lJLL/I c��• \ 8 N C208 6209 - �""J —�--- S 4 b'-5° - - - 2m-111 - -- -m" - _b" *-BF--- 'C-s, b' 8" L2 i ! i0 NOT USED ARCHITECTS P.C. b_8._4. w E a ---- ---' � ___ '-T✓. _. ..- I,-4., s I b _ _ NOT USED. � 1230 SW First Ave.. 1300 Portland, Oregon 07204 T7p(21� � �-_l d� _ I 1 i Ph.: 1603) 223-0983 6 r I I 3 6 a r a / 3 : I / c GLAS5 PLAQUE Fax: (603) 2G4-0827 I I SECURiTT' CONTROL CONSOLE. n CLASSROOM I CLASSROOM 3 GL�+39R00^1 /\ /\� CLASSROOM CLASSROOM ^' CLASSROOM I , 3 C21' 0212 )213 (51 I I t�JI �� I 3 - V V D2i5 k� DN14 I 5 )216 i • I w'TDRAULIc ELErATCR N _ p W 5 f w S E I ® SEE 5'-E PL AN MOR STRIPING I I 4 4 �_-.� ' I A ® VERTICAL DUCTS. 7 c ® ROOF ACCESS HATCH - SEE ROOF PL=.N. W ROOF ACCESS LADDER - SEE DETAIL: I ® ( - --- - -- - -- - - — - G e Pa Qa ABOVE ABC ABO a G I n ® ROOF ABOVE - SEE ROOF PLAN. O r - - - - - - - - - - A —- r OPEN SHELVES At WALL MOUNTED STANDARDS. ® I I PO2T ® ® ® ® 1 ® ® FLOOR TO CEILING STAINLESS STEEL WALL FLASHING -:-bDATE: FEBRUARY 2006 I I 6 ROOM D204• �"` JOB NO.: 0206.00 ---- - 4® PROVIDE METAL STUD BACKING AT COUNTERTOP SUPPORTS TO ALIC�t+!+ DRAWN 8Y: M_EB , 7 7 *Y�r2J R I CHECKED BY; SKS ' 3 WTH WNDOU�S - SEE INTERIOR ELEvATIONS. m U As.+ U Q ! r�� A6.1 STACKING WASHER ! DRT ER - N.I.G. "'�` REVISIONS: Al.Z A4.o As, 0�0 OIL ® ABUSE RESISTANT GYPSUM BOARD ALL FACES "W L_V, -- - - 10'•®" 2-2' 3'-10" 10,_8:, 10'-m,: 9'_8 " „ 6 m' Im'-5" _y 2-4" Im 8 Im m 5-4 4--b- b-5 6-0 b_8' 4_2" DRAIN - SEE PLUMBING. ----- "i 22'-2" I - 24 b" ® FLUSH SIDE OF MASONRY. --- - - - ' - -- - -- _ - _ ..- �.-�•-- 8�-4" _ - ._ SII F n7nAn 9�;gTcn ,,' — Ye' 2" I 3" CLEAR SPACE FOR VENT - SEE DETAIL: H 51MiLA 1G 11 12 13 14 ~� 15 1 T- A `— (2)REFRIGERATORS, (2) VENDING MACHINES. !'I MAIN ''- �_ 6 17 18 �/ DISHWASHER, 6 (I)OVEN - ALL N.I.G. FLOOR PLAN - b DRINKING FOUNTAIN - SEE PLUMBING. EAST 1 � OCR FLAN EAST 90 A 3 . 2 E `, cm, �� 1 EDIBILITY STRIP Y - ` 1 11 11 11 A 10 11 12 13 14 IB 17 le g 2Ci 21 23 -4 25 25 �8 29 IOr"mQ.t cm I 2 3 � °.� 9 7 If r QI � +p N .�1a,1 'lug1 �!u'1J.�Lt�tl.+. lal>lt�lt� ll 11 !I ItltllI.IJ_I!..lala��I.II;�a�a ,UJ�I�l�.l�l>la.�llllJ IIaJ�l�la.l�lIl��Lwa,!�I1111 t�!t111t(�1�1�1�I1J�J! „ 5 .7 A I f n I. - F,e .Il• i' J. ;F• II GENERAL NOTES 1. DIMENSIONS SHOWN ARE TAKEN AT A SINGLE PLANE OF THE FLOOR LEVEL., ROOF SLOPES HAVE NOT BEEN ACCOIM'1ODATED IN TWE DISPLAYED MEASUREMENTS, A6.2 2. VERIFY ALL MECHANICAL i P"UMBING /ELECTRICAL /KITCHEN PENETRATIONS WITH THE APPROPRIATE DRAWINGS FOR EACH DISCIPLINE- �j, A5.1S. COORDINATE sRID DIMENSIONS WITW FLOOR PLANS. - � ,� 2 � 5 I 10 4. VERIF'r ROUGH OPENING RE=IREMENTS WITH SKYLIGHT MANUFACTURER SIZES NOTED ARE NET SKYLIGHT DIMENSIONS. ''�- ACTUAL OPENING SIZES MAY VARY. S. ELEVATION WEIG.ITS ARE TOP OF CRICKET INSULATION AND ARE RELATIVE TO MAIN ROOF TOP OF INSULATION,UNLESS NOTED s 11 -im OTHERWISE. : AND SIMILAR&WALL BE FIRE-RESISTANT TREATED G_ TAR - •. ALL WOOD BLOCKING,NAILER$, INSULATION STOR5 $.+EAT GING t' 1. ALL EXHAUST FANS AND VENTS rO BE Im FRG"RTU G \ AIR INTAKE • TTPICA!-. _. 6' \ p•1. �� 8. SOME KEYNOTES BELOW MAY NOT APPLY TO DR GW IvCsS T.'S SHEET. 1� TD• SEE DETAIL SHEETS FOR ALTERNATE DETAIL REFERENCES. 0" FOR TYPICAL VALLEY FLASHING - SEE 1 tpSTkoCtURE BUILT.UP ROOF SYSTEM q6 t p.R p BELOw at -____-- ' • TDR 6. I 8 TDR �T�ER�f - - ' ` '• 9 BUILDING BELOU?�OR __% $YS� 6• TDR vol , o • .n ICE /WATER MEMS p ROS Y --�g � 1 1 _ SWO4 N SHADED - TY GAL j - BUII.T'U RIDGE • T.0 1. 1 A _ BELC s. FL16•-3" I (LAR �I T.O.I. i - 15'-I T.O TDRQ0 _ v- - -- - _ _ - -- -- __ -- - - -- -- . --3 - - TDR BEL. TAR I �� 0 1 t LOWER ROOF AREA 6. 6 6" QUILT-UP RECAP) 6. --- / EXTERIOR LINE OF Z (p11N1nR�L Z©'-0 I BUILDING BELOW / 1 T.OR \ / 2A'-a A tap- \ 4'X8' \ / SKYLIGHT 6.4 BELOW \\ / TOA \(/ OPEN gIT III-AR10 ABOVE G� 6. IB p.1. 17 SIMILAR 6 I ASPHALT COMPOSITION _ r- R t6. / \ VALLEY �� I SHINGLE ROOFING J` -"-�� I KEY NOTES "� I -PROVIDE TREA'EC / \ 1 i'X8' I O I != BLOCKING AT DRAG STRUT gip91LA 6, \ SKYLIGHT \ 8th►IL, (METAL PANEL ROOF / _ -3 0` y 'cc, REFER TO ALTERNATE FOR EXGHANCsING ALTERNATE) - ��------ -- ------ - -- _. - - -- _ -- _ ._ 20 3 � _ � � O PREFINISHED SWEET METAL ROOFING AT THIS AREA. `.� -• �. �' TDR �j I SEE DETAIL 4 �� CRICKET. 20_ TIDR 6• 6• . I _� 2 METAL NIMUM ATD6 ON CENTER FROM PRIMARY METALS r A c w ROOF DECK BELOW. PROVIDE VENTILATED RIGID ._____- giI•IILAR � act 3 I ALIGN WITH�NORIN Wai� 0i ENING,. O __ ►ii 1i -,� INSULATION SYSTEM FOR DECK Its 4' 26 .D O METAL STUD FRAMED l20 GA, STUDS MINIMUM AT ib" -4"L, 14'-0" -4" -4" -4" _ 0"- Q! ON CENTER WITH VSSITILATED RJGID LATION FXTERI�L OW 0 PLIGHT I 4 ABOVE STEM FOR DECK)OR TAPERED NSULATIION ROOF �' I p,U1LD1NCs BEl IV 111, 1 BUILDING BELOW ® ® ® ® ® ® CRICKET. Iii":12" MNIMUM SLOPE. ��_ Q IL \ PLUMBING PIPE VENT THROUGH ROOF - REFER TO C � N, ASPHALT COMPOSITION1 t (4) Tl'PI PLUMBING.GAS AT SIMILAR - SEE 0 SHINGLE ROOFING l 6. s 1 H - I --- - - - - - - V 6. H RIDGE _ RI 3'x6' ROOF ACCESS HATCH. VERIFY LOGATI WITH 119 1�p O FLOOR PLANS (CUSTODIAN OFFICE 5203) t q 4'X0' 4m'-I- ' 4 1/fR `CJS PLIGHT TDR m'-9" / \ _ � I o f _, ROOF TRAFFIC ADS - LAY CONTINUOUS LINE AS 22'-I- T , 6' I W O SHOWN WITH MINIMUM 6" CLEAR BETWEEN EACW PAD FOR TOB. A&3 3 O - _ -- - - -_ �c_ Ir1 r I 3 Ir r-- --- - OAT( GSE ADDITIONAL MINIMUM - - -- --- AREA WOWING IDE ACCESS PANEL Or- EACH RTU - VERIFY LOCATION WITH MECHANICAL CONTRACTOR- ICE WATER MEMBRANE 00 TOR SHOWN SHADED TYPICAL IIOO RTU-2 O -4RT EXHAUST FAN 'ENETRATION VERIFY NUMBER AND 0110I LOCATION WITH MECHANICAL PLANS.SEERTU-I© TU-3 I I MECHANICALOO - 0 AND 6 2 6. 4 IM. I 4 $IM. 3 !,4,$IM. -toot O SCUPPER - SEE®a A6 2 E.4 D DUG 6 BUILT-UP RDOF SYSTEM E MECHANICAL _ TQ@ J 4• EXPOSED GALVANIZED SHEET METAL -0 BE `�J - 3O - - -- --- --- s 8 4 ABOVE 6 SLOPE O CLEANSED, PRIMED AND 02ANTEED - YIERIFY EXTENT 6. p�T 6. 7 1:14 fig'-1 I do WITH MECHANICAL. IC.+-i Gl U Z (2) TYPICAL TAR L P>ENETRp,T10NT ALL IT'-I � I ROOF DRAIN THIS LOCATION DR,tINS tHROUCsH RAKE OVERHANG AND TRANSITIONS TO LOWER ROOF A A TO VIA PREFINISHED SHEET METAL DRAIN LEADER 6. 32'_0„ AFF � - TASTRUGTURE II BELOW ROOF DRAIN WITH OVERFLOW - REFFER TO PLUMB W_s BUILT-UP , � � ! T.O.I. _-11 -E" - COPING . SYSTEM 6 J I A63 6• ICE / WATER MEMBRANE AT M s, RY s. BELOW I I AND SEE ALSO • � 4 ./TR 17 SHOWN SHADED - TYPICAL BELOW s4 s SIMILAR o ABO A6.i I 6. a LOW B O4 VTR ROOF TOP MECHANICAL UNIT ON MANUFACTURER ILA � ©SPRING GURP, OVER CONCRETE SLAB - SEE M ---_ _ _-____- �__. _ ___ ELLISESLUOK 1 Q ®CONCRETE SPLASHBLOCK - SEE DETAIL ASSOCIATES - � e ARCHITECTS P.C. T ®KILN VENT STACK; REFER TO MECHANICAL - SEE _ DETAIL 1230 8W Floret Avo., #300 ITIOI'I ZI'-Z" 21'- " I A T - Portland, Oregon 97204 at 1 ABOVE D 21'-D" BOILER ROOM R VE N REFER TO MECHANICAL Ph.: (603) 223-8233 ICE /WATER MEMBRANE A `TDR 1 I 6 T.O.R - A1q I SHOWN SHADED - TYPICAL �-=-_` 13NI �E 6 \ s - t.OR SEE DETAIL Fox: (603) 294-0827 '. ON 19- TOR l TBR BOILER VENT SLACK, REFER TO MECHANICAL - SEE DETAIL $UILT-UP POOF 19'-I° \ -ASPHALT COMPOSITION ELEVATOR VENC STACK REFER t0 MECHANICAL - (MIT1E TDR - I s SHINGLE ROOFING 1 1 - 1 ©SEE DETAILS BELOW � tt O BEI- 6 $1r11LA 6. ®ALIGN VALLEY WITH CENTERLINE OF WALL BELOW a� tp.l.- _ au I EXTERIOR LINES OF r d - � A�94.AII , - BuILt-uF ROOSYSTEM ':'t' O DOWNSPOUT BELOW EAvES BUILDING BELOW AFF- EXTEFR LINE OF MINENZAL CAP) & BUILCIid :FLOW 4TSCUPPER BOX - SEE 4.J SIMILAR - - ^ e4�0�10 --! e -I SCUPPER - SEE �b t:OR TU.I. TO.R SII.IILAR 1 _-_� �" _ LID T.D.I. �� ®PREFINISHED METAL ROOF VENT, LOW PROFILE - R -- I�' MATCH METAL FLASHING COLOR -�„ _ ( I - Ib', � - ®ROOF-r MECHANICAL UNIT ON MANUFACTURER CURB DATE: FEBRUARY 2006 5SIMILAR EE JOB NO.: 0208.00� I _.-_ I ! I I � I -I?�" 6• '-8" AFF 14'-i®° e• - `- t R A TRiJGrU IR DRAWN BY: SKS -- EXHA FAN PENETRATIONS - SEE MECHANICAL ---- - - - 1 I z 1 AND � CHECKED BY: SKS A5.46' REVISIONS: F 2 4 I 2 ' A6.1 I I" FILE: 02080_3VRP_VE dwg ; d C1,) 3 O W R�T PLAN " 8 g ��p I ut- ROOF PLAN - WE 5T A3.3w 1 /95.11-01, A3m3 cc: ' I - _ "..-... .. .,. .-.... ._..«.... ... .. ...., ...--- ..:w.._.w-w.wwr+•.�-++..+-.-.,...�,.o ..•i iS-:. v...... _...-..,..x- .-..... 11110* LEGIBILITY Cm I z .w,twl STRIP oTm.l T O 2 1 v ' '. :- � . "KY:�' •4 ,: ,. ��' •-,.. 0 1 Q 3 4 7 9 7 e 9 I I I ICS 20 2'1' i.�.2 , .. j _ _ 23 24 25 28 2- 2B 29 . Y ffiI dI M9N }' «•+M(� �JJ� �,+Iii ��,t1LI.�IJJl�1�1t4�. �JId�,� tllfill1 4 ,. .. .. -MT! ... .: • .. .h !N. 'hlh .. M .,yMk f 10+. 4x. -b4. ..f41! ny#1 . .. r 61•iKw awM bokWlklFarpw _+ +#>�. IM•9R+*•• ebik , f �Mr~r * lNNnn. M's+�nx •e114+! >a- rlr.!� • r v •, ,. .. .n. :. cr' GENERAL NOTES �_xQ _=,�_ �,cr a_�s .:.E tic- ��. .•.::at-c�_-F- 64 ♦ pC�c["` .._ Cin"..wti.r•r G N± V .�. _C.^i� 1 � �. � �_._ a --F- .:m =F :ems- ►.�.�.:-a :.,: - - .:; -_c �c `.S.L='G►, J._ES6 ,F—_-=--s------ -__.. --- --_ - t -•`•.. . __R S`-�_ "tee +Z� Qff5_ i C'Sk-Z.,C� T -- } _- a y .. 1 -- ^ ori. � ✓Q �--Ys_= Q.^Gc`t's� fVl—� `may •. ,r„ - _ KEY NOTES _ _ � y - _ � .____--. __ _'-___.__._— - _-� _ O�\.7--'^_r O � � �ti •Ci�`SCS __ -_� �,�.. � !�_ rK 3 �• _ K .s sb •d 6't v�'.'r -4• _.C'- 2,'• 0_ _�' 4 L _+ .,./ [ ?ate. —7 { �X•'=TC. i�CNEOC ( M S .' s_ .ti-..v `•�C..."Z_1 r 1�. .moi .,.i .r`vy" -: '01 a� d 1 I O i=i � � "' O 5.01•. - '- "�"(1' b' =.:.,rc az-' --*. - '- I - -- --- - a r 100, 00 - -4 V'- ` N -) o CA FK 00 U - - - - - - - -- -- - it'll ON -C 512 a` W2 i= ' � n IRIC4011C SYb W" .� F_ iv -Q' ID ? r _ �6E:ok BUI-,DNG sE.-UI., ✓'� t =.^.5-Q.c-J� •� \ t�`_� =1i -c �_ •G 1Jv� m 8��!s �..� �.cam �•:?�C�"= 3_-E:' �=_ ESI ICK ARCUI,TELF CTC P,C. •(2)V-R 4O •(3)VTR< Os <_ a 1230 SW First Ave- 139 Pwttand, Oregon 67204 TAM\ Ph.: 1603, 223-15903 AAPM&T CQIPO�TfON TGR © -- --- - a �zQ ��\ Fax. (603) 294-0827 6wp4XE 40 . V Cr Q as • p =. rah ✓A _; � .... � •S n =�'-':R:'R _� '.:'� O'�.?..��.' S8_',J'_ Ems./�� rCa 5E-a- 7) Q 'OJ.� - R ` O 6 _ � ` -- 4 1 - � FE80-1ARr 200= d4w •. ` v�___—_ 02.8 00 r--e=- APC cn C -- W R(W PLAN - t 1j� t2 13 t4 !S 16 t7 tg' EAST tROOF PLAN EAST - A3.3f W M, � I A3o3E ..,2r+. rta•,.. :,., 9',:, c.ni8."'IF.+!Mt?+�T .sR RM' nwl�`�w-++rw...�-. _ _ ,. ._... ._.............. . .' , n =T awn. 2 3 t 5 fl e a !J 3 e 159 - 9 as ci 22 e3 24 2S 21 2' c9 ti F : - :Jr LL Ahwi yyy��yfi• 'yIW'l^.JR+Ip 1' tC. V1- �y�ylo .r- 0 10 i ... n. Y', .. - .. ..., .. : , , •...SII yy�.24w lrM� Mn44kw . ... .,u'{ ,.. ._,^R++MtINF.W'+147M!' T7 Z''.! ..:. !Mt„r+. ry 0. 'u'Mnhi►h'MA'i.1�lr;�!' .., y»'MY!....�M,�wk Ny,'M, .:•'�'t!MI d+�,+ MCi�w"'1dVMa .�rMM.YY�r�{„{ra . - ..,. �y. ,g xy : II III■ ~ U U. 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W 6 5 T�1-1- f\ 5 T I\0401~I 1..�1 SC/"7 ■ ■ ■ ■ ■ ■ e -__ ■■■■■ ■ 41 ■ 0101 ■ ■ �Mila■1k ■ � It ■ �� ■ ritk ■■ r ■ ■■ _--- -_: ■■�e■eer - + 4E 4LT� fR1� ,4204 ■ — -- , Q10 1 5 T x4FF RR �4205 ( 511`I i L A 1`2 ■ ._..I s = I-s"= �'.,.. I..,.., �.1..� 0) s s ' A3.a . I'-m" ■ TILE OPENING TILE u TILE OPENINrs TILE ! «I ■ I � 7 TILE ■ ! �J �ACCENTS 'r ■ �---CONCRETE AT SIMILAR Y COn,GRETE AT 5,"r_.:R ! ul it: ---- - 4 ■ � v z � ��/iI ry w E ; Ifi�L6FRE5TR001' I ,4220 4101 ( 5i1"11LAR) b _ _ s t D, 4 8 *r S ' RE 5T1R001„1 A2 21 / A 102 / ,5 11"f I��4�,' a � F!E_fi d In T" 1 h K .• aZ: or s. AV � .x: r., ■ 2 -. PATTERNS l- B 7 SEE D/4Z.? �■ X W - VCT"-3t-CP' ;1 ■ Lam© E r, ie- a•. s t— 0 al _ - � 1 � i �lII tall 11111111111111kIIII 1111i11i111 1 _ . CPT- c ® 15 q -� a '� i t,E' EGA • • 1 3 ® ■ !r I 1 ! ■■ -r - ■ ra, � � ! ■ ■ / I '! ' f ! \ 1 W� I • ILS . l ■ y t � _ a �! ■® _ �� K ■ ■ b - ■ 0 7 t d VCT — = -cF- ila � �el� s• t � -- ■ ! 1 I ! \ O - iiiw 5 2 i ■ ■ 3 ! I I ! QO2 3'" MIN ■ ! I I ! O NO 40 3 C4 a --- :4 < 80 '5 ' f:iR x4210 ff '" �}— ! ,� ACCEN7 F,47TERN �4CT I \/i T1' z C� I fi�'L.> � ' X211 c O�'fi='�5 I T > ' ' ■'NIS AN::) CL A 5001"15 — T�'rF— I CAS. LE) ■ = A3.4 I/4u � 1'-@„ i TILE 'w E ! I k w E ■■ it ACCENTS _ s _ - v ! I ! s ■ 7 11 Off' - FIXTUIREB '� - - -- I -- - ,1 - - -- - - - b b I, ■ ! i I ! ■ I - - ■■ -- - _ 4 ! I I ! /� MM I l' ■ ■ TrP 16 -� 1 I C1®T1T t�.; _ � ! � ■ I moi' MM 11" 111151 Egli I? F1 if ■ ere ■I 1 I ® ■ ■ ■ e ■ r� � --- , _ Bolero e ■ ■ ■ e ■ r� ■ '■ rr� ■■'�■ 11 ■ ■ ■ ■ ■■ e ■ ■■ --_;----- -- ■1■■e■■�:: ■ fi SII �, I.-�„= ,,-y„= Y ,,-y..= ,,-y„= I■■ ■ ■ q dd It1 W ■ �� 1? 4 ■ TILE OPENING TILE TILE OPENING TILE � ASSOC I 6 ■ ® !I>9 !/'9oS � Ci RTES ■ I ■ ARCHITECTS P.C. 1.\, � _ ■ I I ■ I , ■ 1230 8W First Ave.. 1300 ■ I s \ \ ■ II ■ ® - - ■■ ■■ Portland, Oregon 97204 Ph.: (603) 223-6863 No'r ■ I (� 1 ■ II ■ ■ ■ Fax: (503) 284-0827 N 'k O=)F � Elm In al,� Nis - N - ■ II ■ - w f- �J ® ,I ■ I I s i� TMP ^ ` I ■ I I ■ i S ■ �� ■ C� 1 }RL5 ' 1RE5T�,001„1 820( / 8102 ( 511„11L,4fR) ` 2 ■ ■ O`I'5 ' RESTR001”1 820'1 / 81' 3 ( 511',11LAR) b _ � - ■ I ■ 5 GENERAL NOTES �- - KEY NOTES A012111111 IFNI I. ALL DIMENSIONS AT TOILET PARTITIONS TO EAST AND NORTH O TOILET COMPARTMENT BABY GHANGING BEND'-4 - N.I.G - SEE INTERIt7R FACE OF TOILET PARTITION,UNLESS NOTED C'-'HERWISE. ELEVATIONS. Q _ _ _ o DATE: FEBRUARY 2006 7. ALL. DIMENSIONS THIS SHEET TO FACE OF FINISH,UNLESS O CONTINUOUS GR4B BAR PER ADA REQUIREMENTS - NOTED OTHERWISE. SEE INTERIOR ELEVATIONS. LA/ATOR'r - SEE PLUI"iBIN(i. M� JOB NO.: 0209.00 ■ ■ ■ _.---- - - - - 3. PROVIDE METAL STUD BACKING FOR 4L.L EGIUIF'f'1ENT / I O FLOOR DRAIN - L��G4TE b” MINIMUM FRO4't DRAWN BY: MEB -- --- a - Y FIX'NFdE /PARTITIONS AT METAL STUD WALLS. j S�� C 1 �1L � }�}� �� 1�1 4. SOME TOILET ACZIFESSORIES N.IC. ADJACENT WALL, I'-b” FROM TOILET PARI ITION O URINAL - SEE PLUMBING AND INTERIOR ELEVAr!ONS FRONT, CENTER EF-LOW SIDE TOILET PARTITION, AND * 10T I 15E CHECKED BY: SKS N �.,} �, - - ----- - A3.a ly• I'-D' '-"'-` - I 8. ALIGN FLOOR T LE U11TN WALL FATTERiI - TYPICAL - SFE® CENTER ON WALL UNLESS NOTED OTHERWISE - SEE E! RF VISIONS• PLUI-.BING SLOPE, DOUN I" MAX 1�R ADA 2% MAX. t� ADA DRINKING FCXNTAIN - SEE INTERIOR ELEVATIONS. <a MIRROR - S,=E :NTERIOR ELEVATIONS NOT USED, /1 s SOAP DISPEL SER - SEE INTEPIOR ELEvATION5. `•A/ WATER CLo3ET - 3EE F'LUMF3!Ne� LJ•� FILE: 02050_302MFP VE.dwp O PAPER rOWEL DISPENSER i RECEPTACLE - SEE Q ADA WATER CLOSET - SEE PLUh•1EIN6 Q - INTERIOR ELEVATIONS. TOILET ENLARGED I o ELEVATION-$.ONS RDISPENSER - SEE INTERIOR ® TILE PATTERN - SEE DETAIL LU RES)ROOM PLANS O TOILET PAPER / SANITARI NAPKIN DISPENSER - SEE CD }` INTERIOFR ELEVATIONS. A3 , 4 LEGIBILITY STRIP CM; ` s b 2 3 d 3 E► 7 A ® U 12 13 14 1B 7 A 19 20 21 22 23 24 25 26 27 28 29 `i Ipmm.t tm - LI II of f 9 ,.. � ' ' . i�� '►�tl�l�.�1�i1,�1tJt� ' � '''� I 1�h1��ltlU.�lt ' I � ! I - t I � NI ., , t. d I\ - fu�y V4 _. __ 5'•!" _.— �'-I" --VIII-- — �I `d ►-- VIII r� . --- . _. _ .___ GENERAL NOTES >O"' r I. VERIFY FLOORI?-6 WITH ALTERNATES a VV' 1 1 i n t♦ I, n _ uCA --- 0 IZ ECLIAL RI Wft � - —O gee - - -" - - - . - - - - � 3 - � KEY NOTES ' __.__ VIII-- ''°.e _- _- - � •m'-m" �` _ I I i I Oi NANDFAIL - SEE DETAIL s / 1 --<3> I O2 CONTIN;OUS +aANDRAIL - SEE DETAIL L �e e I - _ __ ■■' O3 GUARDRAIL - SEE DETAIL B 21 C ENTRANCE MAT ALIGN EDGE5 WI'N WALLS AND O SOFFIT ABOVE. ON 11 E cas _ DOWd - _ •- - -_ -- -- -. _.. ©5 STRINGER / LANDING A80VEcl ° ? - I 5 RUBBER STAIR STRINGER SIM I - -- -- - VIII- - I O LOW WALL SEE DETAIL l ■1 I I Co W , rpt W ci I ai I — I I 5 c bJEST STA (f' 410 - 1"I� (N BOO ' �� __ r . � I Bpi v �4ST STA ( 1<. D102 - 1"( INLOO ' - O1=FOS (T --- - - - - - '- - - - - - - 9 8 °.e SIM SIM OPEN r.11•, TO I 5 3" 10 •1" _._-- � i2J TTP DELOW ■ --�- I �' I I I � i- ■ ' I ds ■ � e e I � EMUS EFESUCK AR01HITECTS P.C. I I I �o � ■ r ■ �e.e 2, \ , I I , S„t 4"' ,-9..! ' I VIII � ■ _-_ — O 1 r 8 ■ 1230 SW First Ave., #300 1 ■ Portland, Dragon 07204 / I d / ■ Ph.: (653) 223-68®3 i I I w ILI Fax: (603) 204-•0827 — — - - t _ $ I I uF ■ MIN � /lt foe. ■ �` O � - - ■ ■ _. .. I ® ■e■■■ DATE: FEBRUARY 2005 JOB NO.: 0208.00 I I DRkWN BY: MEB 4 CHECKED BY: ,KS –VISI • REVISIONS: WEST 5T,4 (fR 4105 - LOI,U O �� 1.... O� - z ,4ST �T>a (� 1O2 - OWER �0:� - - 01�1�0� I T 3 1„-lA (N ENTRE' ST;4 ( � 4220 a 1._OWE R ENT1�� 5T,4 11R 4104 s �T,4 IRS C204 FILE: 02080 302MFP_VE.dwg A3.5 1'-o" wp ■ 1 ENLARGED ■ ■ ■ STAIR l ELEVATOR ♦ ) PLANS 4:r A3 . 5 LEGIBILITY STRIP Cfi:0 1 z a S 6 7 e 0 10 1 1 1�2 13 Ia Ih 17 le 19 2^ hI 22 P3 24 25 26 z ae ;g 3'0 omm.I�m r • d ZI I I pl NONt � �I�1�1I ,t1,t �,�.�.lsnWaJ►II,W�WI�i�.��II�I,k�!�a,�:►�!:I.�l�i.t�tl�Jllll��,Ul�.�l�l>�l�lt�t�lt�l�►Il�tl.�ltla.loll,l�J,�l��1>.1.a,�1�.1�'..�u�i1,�,�,�tltI.I.I�:J�a.�l��.iI w. r ,� tr wr+++ YMtI�bE"M�M`ls�Olre,�4 ”' +14k ^r114r'* i !► wy' M', �e 'r nC ti z ® I Q Q Q Q ci n Cj (:) SIMON - ❑ - 71 . L uj E457 ELE A710N O � L�j ) I r 1 , 1 ;1 c: I : +.. 2 Epi" LE \/ 4TION ' t 16 6 -771 I IJ 77-1 ❑ _ -' ❑ --- ��_ ------ k I I NO E1_E�r4TION I I 3 ARCHITECTS P.tf. � 1230 SW First Ave., 11300 C 0ortland, Oregon 97204 h.: (503) 223-8983 (' =ax: (F03) 29e-0827 77.7 —-- — —,— ; _ G 1 - El . - - _ El R - -- -- 7_1 ♦ i - ` ® DATE: FEBRUARY 200 [4 LA•l - -. - ____ ---_ _.. -- _ _-...__�_._-. -- % -- �-- 1 is t f 9 �� B ) -_- — GENERAL NOTES I I s i I I. SOME KEYNOTES LISTED BELOW MAY NOT APPLY TO DRAWINGS ' �•2 ON TW18 SHEET. y y 12 2. PAINT ALL EXTERIOR CEMENTITIOUS FIBER SIDING PANELS AND • PIC AL - 13 PANEL JOINTS. 3. ALIGN REVEAL JOINTS WITH EDGES OF OPENINGS AND CENTER 5 REVEAL JOINTS AT MULLIONS AS SHOWN. CENTER OTHER RE'✓EAL JOINTS EQUALLY ON CLEAR HORIZONTAL WIDTH OF WALL AS SHOU.N, 3 II - ' - -- - 13 - 4. ALL EXTERIOR, EXPOSED META- TO BE PREFINISHED FLASr+ING, ut - ��5y ALUMINUM OR PAINTED. - -- ---_ - 9 '-- RJ• 5. PROVIDE SEALANT AT ALL EXTERIOR WALL PENETRATIONS. ------ --' _ =- B 6 SEE ELECTRICAL. DRAWINGS FOR LOCATION OF EXTER OR LIGHT8. 1 MGAL RW. PICAL 11 I 1 FOR ALTERNATE ELEVATIONS - SEE SHEETS A4.4, A45. 4 A4b. AND y A4.1, A4B. 4 A4.9. \"l 0 -- Rp� f ` 1' _ �' �� 9 8 FOR ALL MASONRY VENEER TO CE"7ENTITIOA FIBER SIDING IGAL ' -1 �__� _, _. R� • VERTICAL JOINTS - SEE 10i46;. A4.3 M.: EQ EQ EQ EQ_ ECS EQ T .p _- a--__—_ .—_--- _ 1S• MAINr'' OOR ----- -- � --,-. ` FLOOR - --- -0 77 lit - - ' ��ICAL I IT ICAO .�- I _ � - � �� KEYNOTES — LOWER FLOOR - _- -----___ _ -- I O 9" NIGH MASONRY VENEER --- --L---- --- ---- ----�—'---- -� ---- ------- ----- - -- - -- - --_ NOT USED. U 5 MASONRY SOLDIER COURSE,MATCH MASONRY TY ICA PIGAL COLOR IMMEDIATELY BELOW, 8" NIGH e TYPICAL,UNLESS NOTED OTHERWISE. a, E4 - T Y,4 T f ON O MASONRY EXPANSION JOINT - E.J. �..�.. A4.1 V8"•I'-@" O 8" HIGH STR.C-TURAL MASONRY QNOT USED. V O PRECAST CONCRETE CAP - SEE DETAIL e 6. CEMENTITIOUS FIBER SIDING PANELS - I O9 CEMENTITIOUS FIBER SIDING PANEL- REVEAL JOINT IRJJ. ALIGN REVEAL JOINTS WITH EDGES OF OPENINGS AND CENTER REVEAL JOINTS AT MULLIONS AS SHOWN-CENTER OTHER REVEAL. JOINTS EQUALLY ON CLEAR HORIZONTAL WIDTH OF WALL AS SHOWN.121 I HORIZONTAL REVEAL JOINT - SEE DETAIL r Ulm VERTICAL REVEAL JOINT - SEE DETAILwily 1 e, ' � U ly 0 Q U ® METAL DOWNSPOUT - SEE DETAIL U U U U wIW 1 d 1� 1, SHEET ALLT' INUM BREAK SHAPE - SEE DETAIL �7 111 0 STEEL BEAM OR JOIST WITH EXPOSED METAL DECK ABOVE, PAINT.I MGJNT SPEAKER AS HIGH AS POSSIBLE (WITH WIRE-GUARD). - I CENTER BETWEEN WINDOWS BELOW. CONCRETE WALL - SEE STRUCTURAL. WALL MOUNTED UPPER LIGHT FIXTURE,SET IN SEALANT - SEE j ELECTRICAL. \. 19 �d t� - - 0I O d�TY�9ILI, f4' BUILT-UP ROOFING (MINERAL CAP AT CRICKETS)- ,= CEJ T"F�GG.L _ _,= II --•--- ---•-MULTI- .. - METAL PANEL SOFFIT AT ENTRY CANOPY GAL _ A{,i ...- - ---- 1 Et OND 8 1 _EQ / i 6' Q / --�Q 8 r i g. ® ASPHALT SHINGLE ROOF g g 6 j &j I --"— , - -- T-- 1® 8K` LIGHT - SEE CEILING PLAN - / -- 1w I - :. I --- ----— q -_ 3 '4)SIDES TYPICAL 3 _- - _ __ - ___ ® "KAIOX" BOX - WALL MOUNTED 8'-@" ABOVE FINISH FLOOR 8'-8" EG EQ lop --- - - -- - �_ ....................... ......•................. RECESSED 03221 -- ----� _V STEEL GOLIJMN,PAINT - SEE STRUCTURAL Aw- -- T - - ----- r: --- _ . - --- - --- --- --- -- LINE OF ROOF BEYOND - SHOWN DASHED M�A'N FLOOR - .@' DUCTWORK SEE DETAIL ME I I _ _ _ - - ---- - - - - - --- - - -- -- - - - - -- - -- -- ` ` � _ _ -- - - - - ® GHANICALANDDETAIL ( I (4 SIDES L BEYOND, 3' ( I TPIGAL �TYPICAL A TYP CARD READERICAL i PIG�L n8 tPIGAL P ICAL AT GYM ( MULTI-PURPOSE ® KITCHEN BUZZER N0fRT�4 ELEVATION 04 4 e� I 2 LANDING BEYOND_ L----------- J y ® HOSE BIB, :'-8" ABOVE FLOOR TO BOTTOM - SEE PLUMBING I ® GAS METER - SEE PLUMBING �e p AL1-,L'Z� F01�1L 0 10 8 - 6 5 4 ; 3 2 ® FIRE 5=RINKLER A+_ARI l /�l �` Q C C� - ARCHITECTS P.C. I � ® SIGNAGc U 0.1 �s I m Q i Q FIN15W GRADE IN ELEVA ION 1230 SW First Ave., 1300 (1 Portland. Oregon 97204• I 0.'o U' I O I(V I I Ph,: 11103) 223-58233 I–if- CANOPY Fax: (503) 29%-0827 11 1 2 Will �Iw ( ( I I A6.1 ® OVERHEAD COILING DOOR METAL FLASHING - --- ® NOT USED. EXHAUST FAN DUCT FROM KITCHEN - PAINT TO MATCH ROOF 5 I I 1c DRINKING FOUNTAIN - SEE c'Ltd'tBING NO k 8 OISTS , {1� -."W-- - - - - - - - - - - - - - i ® CAST METAL EXTERIOR SIGN W'TN CONGEALED ANCHOkS AND 3" ov,�� vYV TI TO BE VERIFIED, SCHOOL NAME 8'' (b IGA1- � �� O .—_— -. — _ PROJECTION - ADDRESS . HIGH AND ADDRESS 3" HIGw. c, e - --- R.J. .. .. - TYg ICAL � rs. YP KIA— — -- - 4 7" EQ EQ El - EQ EQ ADMit� 3 - DATE: FEBRUARY 00 .B 2 5 r_ 6'-8" _ —EQ EQ EQ EQ / / 8' 8" / I / —__ — �_., L, . -. JOB NO UA 0208.00 FE t --- --r Bet` — --- _._.------- 1 _... DRAWN OB Y: r , - _ - CHECKED BY: SKS - - 1 ,/. - - /. -- D-- - - S — I1 -- -- REVISIONS: -cs — —T--.--_LI.-_—__—_l1__ __ .•I.- - ---- — _ _t.l _ _ —._.-- •@ @ ._ _ I L--- J J MAIN FLOORS L_ J /�`b)TYP �;N>•IG'4l L--J ® - I I FILE: 02090 461XE VE.dwp v4 A r GYM YM 1 5 i t 5 1 1 4 IGAL (4) IDES T IGAL IGAL b)TYPICAL ADMINISTRATION ICAL ( I --_-- -- EXTEAIOH ELEVATIONS 2 NORTHLYATION va A4.1 I"!••1'-O" L------------J 11' i A4 = 1 LEGIBILITY STRIP CM, 21 22 13 24 25 26 2_7 2Ei 29 3Q , lip. w JIM �, h- �1 ��111��ll�. ��.t�.l(1.�1.�,11S,U•1�1��Ir 'I ' ' rI' 1 x,. i ,�y,� • II'�� IN"Il491� " - 10 j. I' ren I.'ll,f' 14 E c U 'r i I GENERAL NOTES �a 1 2 I. SOME KE`NOTE6 LISTED BELOW MAY NOT APP-- -0 0RAU)ING6 , ON T►,5 6-EET. ® a I v 12. PA'h- : _ =/TERIOR CE�"'ENTI-;OuS F!BE4 SIDING PANELS AND r -b 12 -� 5 13. AL!&S RE✓E4- JOINTS J'T« EDGES OF OPE',',*56 AND CENTER ER .OINTS AT MULLIONS ..5 ` *OUkL CE',-ER OTHER REVEAL 3(-- JOINTS EOw,4-y ON CLEAR -OR'ZONTAL w OF WALL A6 6HOUk %-" BEY -- , \ 14. A•- EXTER Ok EX 'OSED META. -O BE P�€F'N 8H£D FLAS�+ING, __ -- _-- --_--- It! ----- 12 I ALUMINUM OR PAINTED. _ - --- — ____� ._- - - --- - -- Q -It.• - S. PROVIDE DE 5E.;LAN? AT ALL EXTERIOR WALL PENETRATIONS- -- - -�- 6 SEE E EG'RIGA- DRAWINGS FOR LOCATION OF EX'ERIOR LIGHT . _.- - _--- ---- ' ! - _-- -._- _- -• -_ el t X101 11. FOR A-TERNATE ELEVAT ON$ - SEE 604EET6 A4.4• A45 4 A4b, AND p GAL A4.1, "jb. 4 AA.S. a FOR ALL r'IASO iRY VENEER 'PC GE-Ek,'-OUA FIBER SIDING ----- __ f f __-- _I. . -.A- {' � ._ '_ • _. _-=9�_- r,, �� /ERTIGAL JOINt6 - SEE Z/A61. - --- , — = itAa i -Y `r V— It - -. -- -. -- _ EQ EG EC - FO -- r,MAIN FLOOR --- "wpm -- 1--- -- MAIN FLOOR .. 5 r ICAL �i --- ----- IC,' O _ KEYNOTES i U)E-5T E L E t44T 1 ON L— _ - 8" W11 I MA60NR'' VENEER!-�� LOWER FLOOR. O NOT USED. VERIFY LOCATI I o WITH GAS METER OUT FROM WALL ` O MASONRY SOLDIER COURSE,MATCH MASONRY COLOR R ttll's-E ATELY BELOW. 11 HIGH e TYPICAL,UNr_ESS NOTED OT�R1kSE. OMA6ONR- EXPANSION JOINT - EJ. t (� !�: 6 7 C 8 �• i 8` W4W STRLCTURAL MASONRY NOT USED. i �• f ac2-CAST CONCRETE CAP - SEE DETA1;-e O l I O F 2 y ;E!-}ENTITIOUS FIBER$!DING PAN=--S V l.3 A5.4 l,•j.l �I dWi �I n _ - - - -_ -- GEMENT!TIOUS FIBER$!DING PANE:- REVEAL JOINT (flUd. ALIG-oN i REVEAL JOINT$ WITH EDGES OF OPENINGS AND CEN-ER REVEAL 5 tilt ->. JOINTS A•. MILLIONS AS $++OUN. CENTER OTi;£R REVEAL JOINTS ECl. ALS?' ON CLEAR -ORIZONTAL LJ!DTH OF ;J�- A5 540411. - Alf- - 1 it of � HOR'ZONTAL JOINT - SEE D£'A;L Ag = VERTICAL REVEAL JO'NT B=-E DE-G' AE.1 -!i METAL DOLL INS !" - SEE DET•:.'- B U - -----— -' -6- - IVUM BREAK 5«» PE SEE DE' CAL O { v� - 'g t=� v -- © 5-==- 5E,4"" OR JCIST WITH EXPOSE= P"TETA- DECK ABOVE, PAINT. Q _ AE� _ _ 1 t - --- -- 0 "o �E vc - - ----- k Vt•1�1 ---r---- - - - $ e' 9 J� _•_G'. R�-- titOWT S�Et+GER AS it Cs�1 AS PO<35 Bim£ lWlTa WIRE-GUARD). I CENTER 3ETUEEN WINDOWS BELOW. — ,� ` j ` • 3 • f '3 CONCRETE WALL - SEE STRUCTURAL. - 8 - _.--L MOUNTED UPPER L404' FIXTUIIM, SET IN SEALANT - SEE E..£CT JCAL. BU LT UP ROOFING (MINE'RArt. GAP AT CRICKETS) RJ _. F:r F -- ................ ................ �. MAIN BOOR - - - - . ........................ ...... ..........:.. - "� 9 I METAL PANEL $OFF'T AT ENTRY GANOPI' ......... .............. .......... ;; •@ m" RJ. _ - �• - - - T`r'P V -- G 9 RJ _ - . .. ASPHALT SHINGLE ROOF SKYLK+NT "IC)vOX" BOX - WALL- SEE CEILING PLAN � ; , � - - - /� 1 ® MOUNTED 8'-C" ABOVE FINISi4 FLOOR, - 16-1 -T, _ _ ` m - RECESSED 3221 �.LOUER F 3 I __ - - --- - -- : ---- A•s - - -- - ` - - STEEL COLUI'N.PAINT - SEE 6TRUG7URAL t - - -- - '6 - - - - ---- - - - - - - -- _ - -- -T- LINE OF ROOD BEYOND SWOUJN A56E 4i 'Yp I , 3, D D ----- - - - -- --- --� - - - -- - l3lTYP ---- --� , -`'c2)TYP 1 L 5 bm DUCTWORK - SEE DETA.L MECHANIC-A.L. AND DETAI- A5. L (33 YPICAL 4.4.J 2 a O L i T '\l 4 T I ON ® CARD READER ® KITCHEN BUZZER ® LANDING BEYONZ"`. - n ` 16 {v'; ® I406E 515, 2'-D" ABOVE FLOOR TO BOTTOM - SEE PLUMBING A n 1 r IJ 4i D(4 GAS METER - SEE PLUMBING !,m l' U I Q FIRE SPRINKLER ALCJa-t I E L L I S E S L I C K o F ® ASSOCIATES "K � ® SIGNAGE !: ARCbIYECYS P.C. FINISH GRADE IN ELEVATION 1230 9W First Ave., 1300 Ph.: ( d. Ori 2 97204 �'•®" 6'-c I '-m' EQ-. EQ -ti / EQ EQ 5 _� ----___ Fa ((50 3 223-1!883 m : CANOPY Fax: 1603) 29.1-0827 - - -- - — = OVERHEAD COILING DOOR — - ® I"rETAL FLASWrNG NO' USED. --� 4Q,). 5 I ---- L - -- _ -- IG - Q!! a i ® 5 IGAL -- i -- ® EXWAU$T FAN DUCT FROM KITCHEN - PANT TO MATOW ROOF DRINKING FOUNTAIN SEE PLUMBING. ll -- - CAST METAL EXTERIOR SIGN ITNALED ANC AND 3 3 S Y A / _ _ Aa•� ® PROJECTION - ADDRESS TO B " E V 71FIE�. S WOOL NAME 8 R.J. _y/ _- RJ. _ _ HIG4 AND ADDRES6 3" HKsH. --- 5 DATE FEBRUARY 2005 R.J. _ -.-- - - --- ---- - w FL JO •• 0208.00 - O i tJ _ _ _ � •�::':.�. AIN` G JOB NO• -.. �_-IE.1_-�} - - -- -�u�k -..- - t• - y t 31 TYPICAL !Ig'.I`- - •0 2 1. - " r o EQ EQ • CHECKEDBr: SKS TIP PEVISIONS: - - —_ - 4b V LOWER FLOOR FILE: 02080 4013(E_Wdn .. -...--—--- - ---------- --- -11-- ------------- - ---• _ -'.L- ---- - - - _ _ _� r `-- -_--._ - _ ._ _.._ _ _ -_ __- ll L - 1 3,' T-00 �_- --- -_ J L- -- L--- J _ - S IGAL 'lS GAL CAL S EXTERIOR ELEVATIONS 1 CAL a ■'^■ �J 2 ION ELEV T ION ' w A4 . 2 . .. ... . ... .: •.-' , u.re:�iwL.s,.eb:ni _'_ ;xx,wP ',,:.� . - rrhw wt cam},-0+'.r'N` +t+.^e :h.i et.'•i,. - Ii111+ f I.EGIBII►TYSTRIP - 2 3 a 5 n ,2 13 a a � ti 8 19 20 21 22 23 24 2. 26 2" 2f� 29 �u9MI MORI I MMI�� ' I 1 ' ud1�UWr•�4�t�di !kl�Mi�5111lfdda:{ - 1 i -L:.P., , r 9. .. ,. '� ,:... .. ... .. � r: jjjj .fir.. 100 0111 i Irwq u n a"rx,o4x +iM1N3 y. t II , 11. Y I i I� 12 10) Q (8> > Q J L _ GENERAL NOTES y' I. SOME KEYNOTES LISTED BELOW MAY NOT APPLY TO DRAWINGS 4 D D ON THIS SWEET. Q U U Q1 tll `� I 2. PAINT ALL EXTERIOR CEMENTITIOUS FIBER SIDING PANELS AND PANEL JOINTS. UU wU U ll U U 3. ALIGN REVEAL JOINTS WITH EDGES OF OPE'riNGr: AND CENTER LIT td REVEAL JOINTS AT MULLIONS AS SHOWN.CENTER OTHER .`E VEAL- JOINTS EQUALLY ON CLEAR HORIZONTAL WIDTH OF WALL AS 6400,c I� 5 4. ALL EXTERIOR,EXPOSED METAL TO BE PRSFIN18HED FLASHING, 10-0„ Im'_©` Im -m" GR T ALUMINUM OR PAINTED. -- :L- 5. PROVIDE SEALANT AT ALL EXTERIOR WALL PENETRATIONS. SEE ELECTRICAL DRAWINGS FOR LOCATION OF EXTERIOR LIGHTS. IM R,�, - - -- - — - (GAL _ �: 1. FOR ALTERNATE ELEVATIONS - SEE SHEETS A4.4, A45, 4 A4.6, AND ---- - - - A4.1, A4.6, 4 A41. xA ------ I �y --- S. FOR ALL MASONRY VENEER TO CE"1ENTITIOUB FIBER SIDING VERTICAL JOINTS - SEE IO/Abl. IFI•�, rj O_ T `>1,4C I,U L. r4T fR00 2 l,U T �--� �,�,C UJ�4 LCC _..,J A.4.3 I/8"•I'-m" r A4.3 I/8"•I'-m` -`- KEYNOTESz 8" HIGH MASONRY VENEER 2O NOT USED. J, OMASONRY SOLG'IER COURSE,MATCH MASONRY COLOR I, MNLE6 I SLY BELOW. 8" HIGH TYPICAL, L.'NLE88 NOTED OTHERWISE. a �1 4O MASONRY EXPANSION JOINT - E.J. �w�o O8" HIGH STRUCTURAL MASONRY Q Q o ONOT USED. OPRE-CAST CONCRETE CAP - &EE DETAIL GCEMENTITIOUS FIBER SIDING PANELS C; 1 ill --- 3 O CEMENTITIOUS FIBER SICCING PANEL REVEAL JOINT (RJ-). ALIGN IY u �� REVEAL JOINTS WITH EDGES OF OPENINGS AND CENTER'REVEAL JOINTS AT MULLIONS AS SHO(( (.CENTER OTHER REVEAL JOINTS EQUALLY ON CLEAR HORIZONTAL WIDTH OF WALL AS SHOWN. til - - ----- _�_- HORIZONTAL REVEAL JOINT - SEE DETAIL �e- Lu r TYPICAL it VERTICAL REVEAL JOINT - SEE DETAi_ A6. 1 � � -- -- 5 METAL DOWNSPOUT - SEE DETAIL ej I ,2 SHEET ALUMINUM BREAK SHAPE - SEE DETAIL -- 13 5 �V7 I -�_ Tl 2 STEEL BEAM OR JOIST WITH EXPOSED METAL DECK ABOVE, PAINT. I As.2 MOUNT SPEAKER AS HIGH AS POSSIBLE (WITH WIRE-GUARD). - -- -- - MAIN FLOC^2� ® CENTER BETWEEN WINDOWS BELOW. -_- MAIN FL•��JORt, ,i l 5 V -IV O4 CONCRETE WALL - SEE STRUCTURAL. /� WALL MOUNTED UPPER LIGHT FIXTURE, SET IN SEALANT - SEE ELECTRICAL. p / - BUILT-UP ROOFING (MINERAL CAP AT CRICKETS) b _ - © METAL PANEL SOFFIT AT ENTRY CANOPY MAIN FLOORS _ LOWER FLOORS LOWER FLOOR, ® ASPHALT SHINGLE ROOF I 5 5 SKYLIGHT - SEE CEILING PLAN .'KNOX" BOX - WALL MOUNTED S'-0" ABOVE FINISH FLOOR RECESSED 3221 `F+h ,,-_��T I ON47 1 ON 57 ELE STEEL COLUMN,PAINT - SEE STRUCTURAL 47 �J'-4 I N A N T i��' WALL t-i T L O W E_fR E I �1 T fR�/ �T LOWER E N T f R r ® L INE OF ROOF BEYOND - SHOWN DASHED t 3 4 5 A4.3 1/8"■I'-m° A4.3 I/e".1'-D" A4.3 I/8"•I'-(d" ® DUCTWORK - SEE DETAIL MECHANICAL AND DETAIL > ® CARD READER �' ® KITCHEN BUZZER ^ i ® LANDING BEYOND. ® HOSE BIB. 2 -8" 48OVE FLOOR TO BOTTOM - SEE PLUMBING 18 ( ® I - GAS `"ETER - SEE QLLTIBING � _ ESU p ® CK FIRE 5=RINKLER ALARM \ T I �,SS��O�, � ES ti. I ARCHITECTS R.C. ® SIGNAGE ® FINISH GRADE IN ELEVATION 1230 SW Firet Ave., 4300 Portland, Oregon 87'204 I' Ph.: (503) 223-52'153 CANOPY Fax: (803) 294-0827 OVERHEAD COILING DOOR L METAL FLASHING ) --_ � , _ i - �• _ �.-- -I---'_-P. NOT USED. 5 EAST .. P ` 0 EGAL PLAY �ICAL a I EQ EQ EXHAUST FAN DUCT FROM KITCHEN - PAINT TO MATCH ROOF ,.► EQ E42c� -9 KIND A ) ® DRINKING FOUNTAIN - SEE PLUMBING. ` 4 A 2E�::: CAST I-IFTAL EXTERIOR SIGN WITH CONCE-._ED ANCHORS AND 3" AA1 -- -- --- -- - -- -- - PROJECTION - ADDRESS TO BE VERIFIED. SCHOOL NAME 8" HIGH AND ADDRESS 3" HiGN + / - �- - --'— ---"-- �4_ - -- - - - DATE: FEBRUARY 2006 020e.00 -- - - ::r _ -- MAIN F_LOOR� ---- - L m -----• -- - :: �-- MAN FLOOR DRAWN BY: GEI 4 I 1 (CAL. - _ _.__._ -�I I CHECKED O$BY- -SKS -- TYPICAL - ' _401)(E- -- �t � 1•------------1---------------------- -------------- -----�---- ------- 4 TILE: oxuloe.awy y, EXTERIOR ELEVATIONS NOfRT� 4 ELEVATION 4T � NORTI-4 ELEVATION AT CCVEREC PLA*"r' <NDEiRC�,4i2TE-N FL ,47 ----_ � A4.3 Vb'■I'-V° A4.3 I/8"■I'-0" Lu A403 lot LEGIBILITY STRIP _ a 6 7 9 .O i : i2 i.� iia i� 1- - �© 19 20 2i -.?2 23 24 25 25 27 2E 2': zl I i of �• woN I . till�ltl,l,.I1 Idit.U1•.1,I1�L1I,. 11� .I� ,d] ]11101-(1l III t, 11��.Lh1JI�.�IIJlallll I. ' till I : '� :I I I Id"t, 1 I II i I s I • I i 'Ik GENERAL NOTES � I. SOME KEYNOTES LISTED BELOW MAY NOT APPLY TO DRAWINCsS ON THIS SWEET. ` E G J K CN l S) _ KEYNOTES_ DECKBOTTOM OF STEEL DOTK A OF STEEL TOP RI ROOF O C'•ONTINUOUS ONE HOUR WORIZONT4L. WALL. - SEE AND SWEET DECK AT GRIP DECK AT GRID b _ AT GRIP b • IC BOTTOM OF STEEL TOP OF STRUCTURE _ _ _ 1 II •er DECK AT GRID 3 CEMENTIT OUS FIBER SIDING PANELS. 15'-0" - --.-- - LL__ TOP OF STROCTURE�. •2Z'-8"� O CE'1EN' FIBER SIDING REVEAL JOINT - R.J. TDP dOF BEAM _ •Z I'-4" r - - TOP OFEAM� 11 HORIZONTAL REVEAL JOINT - SEE ® + u w OF VARIES, • - TOP C DEQ VERTICAL REVEAL JOINT - SEE A6 j -- .._..._._. Ems...- -- 3 t� - bl fit• ��. 431CYLIGHT - _ . s � �. dab _ Q SEE ROOF PLAN. i. w A..1 --08------- i 4) e Q5 C✓ERHEAO COILING DOOR LLJ It [IM LHU <> 8" HIGH MASONRY VENEER L.r BASE (4 SIDES OF EXTERIOR COURT). LOLME HALL 47-- L BPECIAL ED A GOizR pOR LI@RARti A1. 87 8" WIG" MASONRY VENEER (4 SIDES OF EXTERIOR COURT). - MAIN FINISH FO 0" HIGH SOLDIER COURSE (4 SIDES OF EXTERIOR COURT).AIN INI LOOK ----- ---- --- 4) q64) TOP OF BEAMDES DE4 CONCRETE FOOTING. TYPICAL - SEE STRUCTURAL. TYP 'YP -BEYOND j 6 9< DUCTWORK, TYPICAL - SEE MECHANICAL. I A CORK U ACTIVITY U CLASSROOM 11 STEEL JOISTS, TYPICAL - SEE STRUCTURAL. VI LOWER FINISH -,;Ts-i3'-4" ® CRICKET, TYPICAL - SEE ROOF PLAN 1 5UI L D I I V G 6 E C T IOI `l AT L 15 fRA fRI � �/ ® STEEL BEAM - SEE STRUCTURAL (ALL OTHER STEEL BEAMS GALLED A5.1 I/2"•I'-®" OUT WITH ELEVATION TAGS). L� OBENTONITE WATERPROOFING FROM FINISH FLOOR TO BOTTOM OF FOOTING. CONTINUOJS AT ALL RETAINING, TYPICAL. 4"X4" CONCRETE CANT AT HOTTOM OF WALL TYPICAL. ® S" PERFORATED PLASTIC DRAIN PIPE, CCXWECT TO STORM SYSTEM - SEE CIVIL. � t ® JTILITY ROUTING, TYPICAL - SEE PLUMBING AND ELEGTRI:AL. cm� jQ1 �k 1 © LIGHT FIXTURES, TYPICAL - SEE ELECTRICAL, CEILING, TYPICAL - EEE CEILING PLANS. t® CONCRETE SLAB ON GRADE, TYPICAL - 5F_ STRUCTURAL. Ae.4 ® ENTRY CANOPY - SEE ROOF PLAN AND STRUCTURAL. TOP OF•34'.1' $ DE.d v; ® TAPERED STEEL BEAM SUPPORT AT ROOF OVERHANG - SEE 12 - STRUCTURAL. ---- vvv TYPE 'C' FILL TO 3'-0'' FROM RETAINING WALL - TYPICAL. 3 !p 1 2 �` ® b" METAL STUD BRACING AT Ib" ON CENTER AT MIDPOINT �,•. � RTU-9 TOA OF TOP OF STRUCTURE E CE LING - SEE CE:UNG PLANS. ..ON'i INUOUS AGCUSTICAL PANEL TIL sT-OP OF BEAM ------ ��_ - - --- ---- i I ,Z2'-8� \ VARIEB une.�5 ELEVA OR W I'pRAULIC CYLINDER 4V*of OF 5EAM ELEVATOR GUIDE RAIL. - - - a' TOP OF BEAM I - I •14.1 �, ® ELEVATOR FiT LIGHT - SEE ELECTRICAL. a5KYONO z ® ELEVATOR PIT LADDER PER OSWA REQUIREMENTS. euj I 5 5. e n U n U i r I AT MASONRY ® ELEVATOR SUMP PUMP PIT - SEE PLUMBING, ELECTRICAL, 4 GYMNASIUM BOLER CORRIDOR ACTIVITY CLASSROOM ` I _2 ® 8 YARD GARBAGE DUMPSTER - NOT IN CONTRACT. 1 I esml Bums Balm Ei213 dsl� I I ••.� m 0 FINI3W FLOOR MAIN FINISH F OOR� ROOF ACCESS WATCH NG BEYOND - SEE CEILIPLAN. --- 19 I I I •� ! TOP OF BEAM ® 8" WIGW STRUCTJRA' MASONRY. 11 1 ® BRICK PARAPET. II QQ I I I UJI III CORRIDOR U ACTIVITY 9 U CLA88fsOOM I I ® ALLt IINUM BREAK SWAPE - SEE 6 I i `� t312>5 DID9 dill I n I I I I I I I SWEET METAL FLASHING. -- - - - - � _ LOWER FINISH FL300R � CAULK ALL PENETRATIONS. ECTInV 4T �� ® Q I j � IN A5.1 V8"-I'-0" ® GYPSUM BOARD ASSEMBLIFS SOFFITED AROUND BEAM. ® BATT INSULATION ABOVE CEILING. ® LN15TRUT RIGGING - SEE STRUCTURAL. WALL MOUNTED LIGHT AT EAST AND WEST WALLS AT ENTRY. CENTER AT SKYLIGHT - SEE ELECTRICAL. B C D H L ( - -- ELLIS ESLIOI: - ASSOCIAT'ES ARCHITECTS P.C. I I I 1230 SW First Ave.. 1300 s I Portland, Oregon 07204 AL2 Ph.: (603) 223-69e3 TOP OF ESE Fax: (603) 294-0827 RTU-!5 &CP MAM 1Z ,*,TCr^_OF STRUCTUFJ?F BEYOND Tr rT1 _ ,AM --• y VARIES a \ - - - - ---- - -- � - -TOP CF _ �� i aaai Mt - _ - - \ 1 TOP OF BEAM �'•_' r•• �•, >�. • t_ GREGORY N'fIl F' + ---- - - --- ----- - - - - I TOP OF I II � � � \� - - - I I •15'-tt'o -M.t I Q BEti OND a LL, I PLATPOR!'I 11 I I DATE: FEBRUARY 2005 MULTI-PURPOSE 0103 I c CORRIDOR CLASSROOM CueT JOB NO.: _ 0208.00 czo�1 cz� ®e cin I 1 <2: DRAWN BY: —, GB _ CHECKED BY: SKS I I N,AIN FINISH FLOORt, j7ZAjII- w yM REVISIUNS: MAIN FMISN FLOOR O1 _-- I TOP OF BEAM , I I -O'-4j.41 � C --- n 1 `` 5EYOND uj G CORRIDOR OUST N U CLA55ROOI`1 I I I FILE: Ox010_ �V 501EAwg CORRIDOR CIO G106 _----- -- 11 I I 1, I =_ LOWER FINISH MFLOOR L....� - s Liu ■ SUILDINQ SECTIONS 3 5U I L>� INCA SECT I Cr l AT 1"f UL T 1' - f=UfRF0& J Q V/ A5.1 �- E 1) A 5 . 1 LEGIBIL.ITY STRIP � 1 g � � a 10 1 12 13 14 1 OI I ' h ..,ak+riMx... 6 �r!rtY, 5. ••f wnr-,r..w.°k„F,:4 i.,..,..,,. : -,.t.i-yr.,l.. K .r.r,.J :...._q.•r .. ,, .y. 1 J q4'n,tMet. .e. ... c ,. ,�4�IIh.� T+rf1^-C✓�•�M ,h 1"MPN!0.Mpk''1r mA. . '..2C?I'rc*. rt ,,;•.. ... -.•.. .., . .,...,,y�. ur+� ��,,.'. .. ,. . -�' ,. .+IMtNIR'ttM*'t�4M'"a141C`.7{�Lr� IA'tfM.,+FU cArMM+^ ^'.,�vw +.+. ..�- n�.... narrrrar J F GENERAL MOTES I. SOME KEYNOTES LISTED BELOW MAY NOT APPLY TO OkAWINGS ON Tula SHEET. G KEYNOTES Q I O CONTINUOUS ONE HOUR HORIZONTAL WALL - SEE R AND Ill >0 �(4)SIDES } TOP OF AI.I. e T�-� / `�'�YPICAL STRUCTURE SEAM COURTYARDW O CEMENTITIOUS FIBER SIDINGS PANELS. +73'-4" TOP OF STRUCTUREBEYOND ._5'T' GEMENT FIBER SIDINGS REVEAL JOINT - RJ. • \!� _' � - I J I HORIZONTAL RE',/EAL JOINT 6. --- i - 0 -- - - - I I TOP Of: BEAM _�_ I •14'_g'� TOP OF I /ERTIGAL REVEAL JOINT - SEE tb IO I I I -- I I I I ro.�. os SKYLIGHT - SEE ROOF PLAN.`. -- - '�� b• «ice. �� -_�--T • TOP_OF 2 OVERHEAD COILING DOOR .•.2 l4) ♦PICAL IN w v C G FOREGROUND �_ O6 B" HIGH MASONRY VENEER AT BASE (4 SIDES OF EXTERIOR COURT). l �e OPEN 70 1 q � CORRIDOR .I !,3) YPIGAL — B" HIGH MASONRY VENEER /4 SIDES OF EXTERIOR COURT). A23MAIN 11 -� 5�.�� vv ENTRY I A229 O8 AIN FINISH FLOOR Me" NIGH SOLDIER COURSE (4 SIDES OF OU EXTERIOR C: Rr). _ MAIN FINISH F-_LOOl q �=m„ O9 CONCRETE FOOTING, TYPICAL - EEE STRUCTURAL. 1 TOP OF BEAK AT FASCIA LOWER FJEONG ® DUCTWORK 'I"YPIGAL - SEE MECHANICAL. O 4 ENTRY NTROPEN TO 1, STEEL JOISTS, TYPICAL - SEE STRUCTURAL. CORRIDOR 4106 FINISH FLOOR— 1 5 u I I+- �DING "-CTI CDN AT �N`FfR�- 4L ON� C I �, io © GRICkET,TYPICAL - SEE ROOF PLAN L,h R A5.2 1/8"•1'-m" © STEEL BEAM - SEE STRUGTURA+. !ALL OTHER STEE_ BEAMS CA.LED OUT WITH ELEVATION TAGS). BENTONITE WATERPROOCING FROM FINISH FLOOR TO BOTTOM Or- ISE OND FOOTING. CONTINUOUS AT ALL RETAINING,TYPICAL. 4"X4" CONCRETE CANT A.T BOTTOM OF WALL TYPICAL. © B" PERFORATED PLASTIC DRAIN PIPE,CONNECT TO STORM SYSTEM - SEE CIVIL. ® UTILITY ROUTING, TYPICAL - SEE PLUMBING AND ELECTRICAL. © LKeNT FIXTURES, TYPICAL - SEE ELECTRICAL. 10 14 CEILING, TYPICAL - SEE CEILIN'S PLANS. 1, 12 13 15 1 � ,' SCONCRETE SL AB ON GRADE, TYPICAL - SEE STRUCTURAL. 0 ills I I � ENTRY CANOPY - SEE ROOF PLAN AND STRUCTURAL. _ I I TAPERED STEEL BEAM SUPPORT AT ROOF OVERHANG - SEE TOFF OF BEAM STRUCTURAL. - - - ' — y TOP OF STRUCTURE rr - -_ ---- +32'IS TYPE 'C' FILL TO 3'-0" FROM RETAINING WALL • TYPICAL. "- TOP OF JOIET� 6" METAL STUD BRACING AT 16" ON CENTER AT MIDPOINT. '4 - I_ -i I VARIES ��. r ^ 11 RTU-5 RTU-6 C�'NTINUOUS ACOUSTICAL PANEL TILE GE LING - SEE CEILING PLANS. —�I I 1 j ELEVATOR HYDRAULIC GYLINC£R i�j - 4 r-- -- - - -- - ------- - -- -- - - - --- M ® --- ® ELEVATOR GUIDE RAIL. - - -- -- - -- -- -- -- - -I------ -- - - - L_�I_._ — -®� - - - - - - ---- - -�- -- - -- ---------------- -]�■2e�� - - ---- - ------ ---� , ® ELEVATORPItLIGHT - SEE ELEG'RIS.AL. ----- ----- 5 r O I I I W Q I I ® ELEVATOR PIT LADDER PER OSH4 REQUIREMENTS. ml z ELEVATOR SUMP PUMP PIT - SEE PLUMBING,ELECTRICAL, 4 t I EASTF El L v StAfR � NOT USED. OPEN TO I I -� I OPEN TO �' I Q I� I DIra2 VESTIBULE TO Q =C2" _I- —1— VESTIBULE 1 D CORRIDOR �' p 8709 I - 6205 I D710 III - ROOF ACCESS HATCH BEYOND SEE CEILING PLAN. - - I 1 I I E - - - - - P„ - - - MAIN FINISH FL�OR� ' _ - - - O 0 8 HIGH STRUCTURAL MASONRY. ® 3RIGK PARAPET. 1 n 1 ALUMINUM BREAK SHAPE - SEE t� ALCOVE ALCOVE D CORRIDOR ALCOVE STOR Glel I �, D101 r: � SHEET METAL FLASHING. CI10 Y LOWER FINISH F_--LOOR� I ® CAULK ALL PENETRATIONS. 19 ® GYPSUM BOARD ASSEMBLIES SC+I=!TE=� AROUND BEAM. : 5UILDING SECTION T" 4ROUr�4 C0f`fR1D0fR T1PIG< 2 ® 3A't INSi.LATION ABOVE CE'LING. �.i JNISTRJT RIGGING - SEE STRUCTURAL. wALL MOUNTED LIGHT AT EAST AND WEST IUALLS AT ENTRY. CENTER A. SKYLIGHT - SEE ELECTRICAL. ELLIS 1E,SLJ�cn�`_ y l U"9 S V� �.� C�A�ur L, e-" lvlrr ARCHITECTS P.C. z i nyt � 9230 SW Flret Ave., #300 1 �I Fortill Oregon 07204 Fl (603) 223-89,53 1 Fax: (603) 204e-0927 A6-1 A.S� I TOP OF� • r �` 1l r 1 `f' -11 `ll II' _.it I. - 'q I --- -- - r rr= r II I' RTU-4 Ir' II I -------�-_� - _ - - - - - - -- � _ _ _ q � � _ RTU-5 RTU-6 1 Nr■4o RTU-1 RTU-2 RTU-3 12 �� I I T 2 12 -------L--- �� aD IE '�r a u i r►ORN L eur.,.. — ——— – _ 06, Ir 2— /� 1 •sr I IV \"0 j -0 11 1 1 I I 1 b TOP OF B ' I I I ' I I DATE: FEBRUARY 2005 :rJAST q TAIR TYPIC A7 (I I JOB NO.: - 0208.00 DIm2 I CORRIDORS I I OPEN TO 1 ' lI 1 eJ OPEN TO OFEN TC, I I 0' C �_'�'.q�I '�I I I OPEN TO DRAWN BY: OB ! I A CORRIDOR VESTIBULE I d I Ti" CAL AT B CORRIDOR V7=STN T VF£iTIBULE -- - - -I- __ L _ CLQ I- -I- - I VESTIBULE -- --- - 'I . AZ't3 At I 4272 A719 I 1 W I CORRIDORS D210 B20E+ B7r 9 I I - - - - ------- I I G406 CHECKED BY: SKS 'A21? I ` s • ..� -- ._ — —®.N Y'.M' .. F (�tE• ]f'rl�' �y 76 li' �• 4P"t�' �sd(. lQ-- -- — - - -- ' ®� • J iIL ---IO—NS_: ;b• 4 - - - - - IF -- --- -- - . t - ---_-- .- (VT v ALCOVE A CORRIDOR OPEN 1'O Eat I �' ALCOVE B CORRIDOR OPEN TO ALCOVE G COIE'RIDOR FILE: IMlOBO_SOtB9 VE_dwp_ STOR VESTIBULE G,p1 1 Ahab AI04 I BIES VESTIBULE SECTIONS Aima � I � / � E9104 BUILDING moll ---------------------- •---------------f ------- ----- ------------------ - ----------------------------•--- --- f�} ------- -E�r ---- ---------------sur----------- �4 E---------� BtfOND t; p 2 5Uf�D INCA „ECS' ION THFOUGiP CORRIDOS _ Icr.A5 2 .� uj A 5 . 2 Y_ / CmI LEGIBILITY STitIP I 2 4 p , i:8 131-u1 12 I 13"In 14"lu lu:t . '� III. I9 20 i:l 212 21 23 2I4::1iI121I52l82l''uiln2l9 iiliii lillrli � r- 29 Zi 11 Or � y n D! �1 1.t!> 11>1111:J111.�f1�!!J�!a�.1��11.1:t1�_VIII,LI!II��IaJJi1.IQLLI!III)ili!IIIiI!I t(Illl�'�1 !1� ' .' _ I l ��Ll�l�: l�,111.XLWA11:J1.111111 11114 ,+ 00 Ill �'I . . - .. .,. INMI "!'� 1+w.�e .Rry+p, !k•W4M' .. �. ,Y�1MY1�'u1M�r1M. _.,,. wwf N+..+.mwMPM�Ki-MMI+lMMr,M•.M.a••�w<MFYw++•w!.+MY•w+wu......+u«.w.�...+....«.,.,..rr�w. wMltgw:r+:y.rbWrxY.4�y.owfr�k wsm.w.. �tNMttwGL;rNbMFMYW, .. �� .. � r �- GENERAL NOTES I. SOME KEYNOTES LISTED BELOW MAY NOT APPLY TO DRAWINGS ON T.+15 SHEET. 2 1 �b CO) � ., KEYNOTES 4 __ TOP OF p3EAM C CONTINUOUS ONE HOUR "ORIZONTA- WALL SEE®AND SHEET -- -I2 __.--- --- .19'-1 I`%4^� AL1 5 r�T 13 TOP OF B AM O CEMENTITIOUS FIBER 51DING PANELS. 4 - O CEMENT FIBER SIDING REVEAL JOINT - R.J. �AO ,CAL HORIZONTAL REVEAL JOINT - S4A'6,11 14 �' _ VERTICAL REVEAL JOINT - SEE OSI r —i-6—; ��,.w�'""� TY CAL - 4 SKYLIGHT - SEE ROOF PLAN. tC'P OF BEAM GRID 5 OVERHEAD COILING DOOR ty 1 �5g7 TYPICALTH15 WALL I' „I 6O B" HIGH MASONRY VENEER AT BA5E i 4 SIDES OF EXTERIOR COURT). .' i2 EAST D SMALL GLA55 ( C7� 8" HIGH MASONRY VEF.EER l4 SIDES OF EXTERIOR GOiJRT.. - - - - - - v COVERED PI.Ai CORRIDOR �'sROUF ROOM U21E E"C' f BO B" HIGH' SOLDIER COURSE (4 S DES OF EXTERIOR COURT). M.:IN FINISH FLOOR MAIN FINISH FLOORi, i:T:, ��• �� O CONCRETE FOOTING, TYPICAL - SEE BTRUCTURA_ �J I� ICAL 7 DUCTWORK, TYP GAL - SEE MECHANICAL. V a -- D SMALL GLA850 41 11 STEEL JOISTS, TYPICAL - SEE STRUCTURAL. I CORRIDOR GROUP ROOM'-U Q D101 D104 ✓109 I � :;RICKET,TYPICAL - SEE ROOF PLAN. BOWER FINISH�CJOR� 13'-4 $ ® STEEL BEAM - SEE STRUCTURAL (ALL OTHER STEEL BEAMS CALLED ( OUT WITH ELEVATION TAGS). TYPICAL O BENTONITE WATERPROOFING FROM FINISH FLOOR TO BOTTOM OF 1 I I 85.3 I/8"■�1,-}O" TAT ��OMOFWALTYPIGALFOOING.CONTINUOUS NING, TYPICAL, 4"X4" CONCRETEiL� IN &ECTIO o4T (7�-OEfRED f ^ ® B' PERFORATED PLASTIC DRAIN PIPE, CONNECT TO STORM SYSTEM - SEE CIVIL. JTILI "Y ROUTING, TYPICAL - SEE PLUMBING AND ELECTRICAL. ® LIGHT FIXTURES, TYPICAL - SEE ELECTRICAL. ® CEILING,TYPICAL - SEE CEILING PLANS. H % r L ' CONCRETE SLAB ON GRADE, TYPICAL - SEE STRUCTURAL. ■ ® ENTRY CANOPY - SEE F'CO= PLAN AND STRUCTURAL. ® TAPERED STEEL BEAM SUPPORT AT ROOF OVERHANG - SEE TOP OF BEAM STRUCTURAL. •34'-1" 2 ® TYPE 'C' FILL TO 3'-0" FROM RETAINING WALL - T-=ICAL. A5 2 b" METAL STUD BRAC!NG AT Ib" ON CENTER AT MIDPOINT. 1110 ® CONTINUOUS A--OUS 'AL PANEL TILE CEILING - SEE CEILING PLANS. RTU-I ELEVATOR HYDRAULIC CYLINDER 7 ,�TOP��O_F_ �BEAM � ELEVATOR GUIDE RAIL. .I�VARIES yAl v TY GAL • L RE _ _ — 7 ��— ® ELEVATOR PIT LIGHT - SFE ELECTRICAL. aob• — — l ® ELEVATOR PIT LADDER PER 05HA REQUIREMENTS. L� �/ I 1 ® ELEVATOR SUMP RUMP PIT - SEE PLUMBING, ELECTRICAL, t7 --d Grri K ® NOT USED. GY7-11SI451Ut' OFFICE B CORRIDORSTOFdAGE ol 8:01 8202 u lo 152101 r ROOF ACCESS HATCH BEYOND - SEE CEILING PLAN ol MAIN FINISH FLOORA, 8" HIGH STRUCTURAL MASONRY. ® BRICK PARAPET. I \ \MAG'IaINE ® ALUMINUM BREAK SHAPE - SEE I 8 CORK DOR ROOM t 4 .1 - 81^5 D106 ® BHEEt METAL FLASHING. _ LOWER FINISH FLOOR ® CAULK ALL PENETRATION lS. I � v ELEVATOR PIT ® GYPSUM BOARD A55£!-BLIES 90FFITED AROUND BEAM. -- �-N/ ® BATT INSULATION ABOVE CEILING TYPICAL 2 5 U 11.—D I `G 5 E C T I O I V AT E L E_Y >4 I O ® WISTRUT RIGGING - SEE STRUCTURAL. - A5.3 I/8"■I'-?�" � WALL MOUNTED LIGHT AT EAST AND WEST WALLS AT ENTRY. CENTER AT SKYLIGHT WE ELECTRICAL. rr��p pp ��nn ((�� nn� ELL,L� S ESUCU a ASSOO CUATES ARCHITECTS P.C. 1230 SW First Ave., 1300 Portland, Oregon 97204 Ph.: (503) 223-8983 Fax- (503) 294-0827 u� 1 1. '! DATE: FEBRUARY 2005 JOB NO,: 0208.00 m DRAWN BY: --OB CHECKED BY: SKS REVISIONS: V0 — FILE: 02080-50I BS-VE dwp BUILDING SF1, NS �1ui A5 . 3 1 �R1'^fIMT1�TM...,,:T!^,I+ww.w.�N�+E•I+...T•n•..w,..........-...-•-'--•._....._.... _-...........--.w-...n-._.-wr-rn,n�.V...�+-A",�Y�,�F1T'-'."-^"'•�r'^�-..-._�. —...,.-.....-..._..........-.-.«�...w.�lT'�..... .... ...." -...__...._._....�-'.1•+.�TI�M1n^4}Tn.1 .lTn,-+T.w�--r-...-.-_--....w•._....-. r cm 11i U lii,�llll IIIIIIIII'IIIIIIIII 111111111 1111111 1' i' 11111 lilt IIII {III IIII IIII IIII II11 IIII liil 1 IIII 111 1111 1 r I LEGIBILITY STRIP 0 1 2 a q c 1 12 13 14 11C. 1�7 © � 19 210 211 2�2 I ��3 1 g�.t 1 218 I gee 977 2�e 26 L+I I I 01 a, w . iM - .. -.. ... 'wl` .. ,,. .. t�A■'.I!11�'" aPh§ :�..k, „,ro. • «,-.,i. ..,� ,... a ... .+r iM'n f-.iw. �b4 w mow.-..n wr ,nxr•.. w..... J sr, y ^ �►� ;.. LEGEND tau N 10 PAINT: COLOR I Z P3 PAINT: ACCENT I C 244""x6^" MIRROR PER LIGHT FIXTURE AND COVE - SEE e TOILET PARTITION CERAMIC TILE WAINSCOT ACCENT BULLNOSE TOILET PARTITION REMOVABLE SCREW NO WALL OFFSET AT -(2)COLOR ACGE MOIN•ED PLASTIC CONTINUOUS UNIT - PATTERN - SEE CONTINUOUS -- - � LAMINATE PANEL P1 e./ ACCENT \ -- Q BULLNOSE \ Q EST OPERABLE P1 , -- wl �y P1 SOAP--- SCREW MOW 11 EE) HIGHEST OPERABLE HIGHEST OPERABLE MOP_ d DISPENSER REMOFRONTVPANEL REACH ° = I ° w PAPER TOWEL REFLECTIVE REACH— IggGK o ° SURFACE 12" MAX. TO EDGE SPOUT BIDE DISPENSER 111TH * RECEPTACI-E PLvSTi� Y LAMIr�, TE OF TOILET SEAT HEIGHT 3 m„ b � � � � !� X \ / y ® 36" MAX. FROM \/ Q' BACK WALL - 4 10 SANITARY PAPER F,4v SINK AVATORY TOILET HC. URINAL STANDARD HC. TOILET STD. TOILET T.P. DISP SANITARY FIRE BI-LEVEL GRAB 541;7 NAPKIN TOWEL PARTITION URINAL (WALL MOUNT) NAPKIN EXTINGUISHER DRINKING ® TOILET PAPER DISPENSER HEAT INSULATED/PROTECTED DIMENSION SHOWN IS FINISH RECEPTACLE CABINET FOUNTAIN DISPENSER �`--INTEGRA.L CERAMIC TILE--J • COVE BASE PIPING FLOOR TO TOP OF TOILET GRAB BAR - !' SEAT AT ADA TOILETS. err, 1/4" AL ,4.1).,4- 1„10UNTINC; �EIC��T5 2 C� ! fRL5 fRE&TfR001%1 ,4101 / 4220 (i�0T'5 ,4102 >42 21 Ofi='i=OS f TE ) / A7.1 I/4" 1-m" A7 1 1/4" - 1'-0ACCEN - Norm W INTENDED PATTERNS ARE INTENDED TO ALIGN WITH J' OPPOSITE WALL PATTERN 24"x60" MI 1, (2)COLOR ACCE T LOCATIONS AND FLOOR PER RFP -14P FP -14 PATTER'S - SEE ACCENT PATTERN —LIGHT FIXTU AND CONTINUOUS ACCENT f2 / e.� COVE - SE 1e SOAP DISPENSER -- BULLNOSE 7 CONTINUOUS ACCENT PAPETOWEL LIGHT FIXTIJ AND PAPER TOLL1Ei- \ (2)COLOR / GER.aMIG TILE walNscoT - COVE - SE r-(2)COLOR ACC CONTINUOUS .:SCENT BULLNOSE (2)COLOR ACG BULLNOSE DISPENSER WITH 1 (2)COO - SE DISPENSER WITH RECEPTACLE 7 RECEPTACLE 24"x60" rt'RROR PER a P:.TrFRti - SEE � �� RFP '14 PI a , CERAMIC TILE WAINSCOT -j a ;;A-TERN - 5E �--CERAMIC TILE—, —1 8�� WAINSCOT WITH COVE BASE F 1 / P1 I 111 11 - �- I --- -----r-. � .. _ � -- _— _.. _ -,,SOAP DISPENSER SOAP n15PEN5ER P3 � P3 F 2 11 ��1 GRAB BAR Id�-'� ® ® ® GRAB BAR ® GRAB BAR ® \ �--PAPER TOWEL DISPENSER ® n—INTEGQ,4L CERA 'IG NTE,SR,4L CERA^"IG TOILET PAPER TOILET PAPER 24'x60" MIRR WITH RECEPTACLE TLE CO BASE PER RFP #14 TILE COVE BASE DISPENSER DISPENSER \ --INTEGRAL CERAMIC G I�L 5 iRE 5T}�001„1 151102 / �2 0& � DISPENSER NAPKIN TILE COVE BASE 3 ( 50`'`5 5103 / E32 07 OFF05 I TE � 4 5Tr4FF 1RE 5TR00t%1 C 104+ s +��,4LT�4 �E 5T�001"f x42 04 6 5T�41=1= iRE ST�001"I �42 Q>� A7.1 1/4" I'-m" A7.1 I/4" I'-m" LEVATIONS - REFER TO A7.1 1/4' - I'.m A7.1 1/4" ■ V-m" n7. ®®ELEVATIONS - REFER TO A7.1 ACCENT PATTERNS ARE INTENDED TO ALIGN WITH OPPOSITE WALL PATTERN LOCATIONS AND FLOOR ACCENT PATTERN. i — -- LIGHT FIXTU AND COVE - SEE/_19A CONTINUOUS ACCENT w BULLNOSE: - CONTINUOUS ACCENT BULLNOSE (2)COLOR AC C l2J GOLO1� a!GE 24"x60" MIRROR RFP 24"x60" MIRROR PER \ r- PER RGP 614 --SOAP DISPENSER PATTERN - St`E B.7 h4 PATTERN - SEE Q -PAPER TOWEL 9.7 CERAMIC TILE WAINSCOT--, CERAMIC TILE WAINSCOT \ 1 BENCH,NIC / P1 DISPENSER WITH P1 RECEPTACLE GRAB BAR Pt % P1 P1 � P1 wi ( _ SOAP DISPENSER- GRAB ISPENSER GRAB BAR r1 TOILET PAPER P3 x 1'' a,5 T / DISPENSER Ic PAPER GRAB BAR ® N p �e OUZEL. ---INTEGRAL CERAMIC ELLS ESUIOF TOILET THESETOILET ROOMS ARE DESIGNED TO GC1'1PLY WITH A ADAG REE EPTACLEITH TILE COVE BASE DISPENSER PAPER ABSOOMT S- STANDARDS FOR CHILDREN IN THE 5-8 AGE GROUP. K � 0T'5 x4210 (K C- 112L5 x4211 OFF051 TE- ) 8 C ! A` A�c�i��e�� P.G. 5 ' LD ic' STfi�OOi"1 ,4211 1/4" A7.1 I/4" ■ I'-m" 12 0 First Ave., #300 Portland, Oregon 97204 Ph.: (503) 223-8983 Fax: (543) 294-0827 V FINISHES EXTEND TO n. V - -F'NI."E5 EXTEND TO V %��!`��► !� STRUCTURE TYPICAL \, J 8' 0' A=F f - SURFACE MOUNT THIS ROOM _ LIGHT FIXTURE y -LIGTFIXTURE SURF-ACE MOUNT I SURFACE MOUNT LIGHT F WI" 1 GUARD -SOAP DISPENSER WITH rUARC / GRILLE LIGHT FIXTURE -SOAP D15PEN3ER I WITH GUAFn PAPER TOWEL — - i- PAPER TOWEL I --- - �' REGEPgAGLE1TH iL�----_�- --------- �' DISPR ENSEw!TN MOP Rd(�IG 1 - MOP RACK RECEPTACLE .1. DATE: FEBRUARY 2005 --- / / EDGE AND CORNER --EDGE ANE) CODER TRIM - TYPICAL -r s-t' '� TRIM - "PICAL JOB NO.: 0208.00 DRAWN BY: SKS CHECKED BY: SKS REVISIONS: CDT W y i Q- FIE3ERGLA:3S REINFORCED--- - t� PANEL WAINSCOT - FIBEW-31-455 REINFC'RGED- ---- PANEL WAINSCOT 4 '' "' Q 1 ■ Y INTERIOR ELEVATIONS w.F 9 GU5TOD 1AN C103 10 CUSTOLD ISN G2OV ■�■ ■ WET ROOMS A 7 . 1 .a..",.I.Ww•w...•w,,<rr..r.+...-«n*r,•+1•-s•nATTIn•",�.v"1+�+-^*-e..^^..^�"'^^"^,-„•,.._. ... LEGIBILITY STRIP 2 3 a 2 I1- 14 e 19 20 2,2 z e 11 01 q 4 q NONI t 1 �ilJ�.i�.UJa't.:aJ.IJ�.�II��.,t,�Lh�J,�al��la,1.�,1r��,U.1�hLlaJ;�h1�1.u11��J�lt�,�I,�.IWC.u,1�.M!��tJ�liaU.�L�,J,�1�111, tl�l�lru. � r 1 �►;Wl�lc�ltla�,�l�a�U.l�,laa.�� ' �;J,��1,�.1� ' .. ,. .. ,; ... ,.. .. .. , .. M<'Mt4'!�911M!91 ,�1#'T'K�"'!+Rk+: .A ,enr,;n.,ti.�"" ^1lMv:W! .n+R,whr ,+�;!tt: 'ah�.n+'k. +r a. ... .Yw ,n Yr. .. .m..*,_ e .x. .e- .,. .,. .,. ,a .. „r•r .. . . ~>wrn l._E _N P1 PAINT: CALOR I j P3 PAINT: ACCENT I (- DIRECTIONAL P3 / 61C*4AC%E P3El I E39 7%, 00 of 1 l0 1 oe a qo I �r 4 FINISHED END PANEL j_ 3-p., ,Y--- i4,_p.,, j/ �'p° s p" q� 'I� `-- -- +bT � <- r ----- --- � • 4'-p" FILLER FAIVE® \ ROOM SICsI'.ACsE RUBBER BASE - TYPICAL , / RUBBEF, BASE - TYPICAL -ROOM SIGNAGE \ SIMILAR es, B-:SE UNITS --/ PAINT METAL FRAME - _ HOLLOW METAL FRAME - a COUNTERTOP UNIT PAINT 1 C_; 1 Y 1 I `'I A l wKr//713 H., WIT" BACK$f LAS-4 A7.2 1/4" 1'-0' ----- LOCKING COAT CLOSET / ----------STUDENT STORAGE —CONCEALED BRACE FRAME - r UNITS ®t REFER 70 STRUCTURAL HORN / STROBE CENTERED ON PROJECTOR SCREEN ON FOLLOW METAL WALL - VERIFY WITH A3ENCY -ALUMINUM FRAME WALL BRACKETS FRAME - PAINT Y3 HAVING JURISDICTION % .ur nbr► VW C--------_� — -- — EG. EQ a) � � -- -- 7 B'x4' 1 8'x4' B'xa' 4'x4' TACKBOARD TACK50ARD TACKBOARD TACKBO.aROII 4'x4' 8'x4' - - - - v TACKBC:R MARKERBOARD - ! _ r --- v� of --___-- 110A110, 5110, CI01 TACKBOARD LOCATION 0 4110, BI10, CI01 R..FsBER BASE - TYPICAL RUBBER BASE - -4" YP 3_p , CI06, DIOS - OPPOSITE ROOM AI10 ONLY - SEE PLANS C106,DIOL - OPPOSITE TYPICAL 11©BRIO SIMILAR(;1JIT1-I MASONRY) TYPIC ,R BASE (4)UNITS ■ _ --- UPPER UNIT - B"O, CIO 1 - 51MILAR (NO WI NDOW) 8� a D10t - OPPOSITE COUNTERT•OF' UNIT 9 CI06, DIOL - OPPOSITE WITH BACI:SPLAS 2 CL A55R000 15 4110 �CL�455i�OC�i"15 4112 / 8110 / 8112 / C IO& i CIO-11 ! D10 / D 1 O8 / D 10e - 51 x'11 L p4fR) A7.2 1/4" ■ I'-m" STUDENT STORAGE $I UPPER UNI'------ -- UNITS e.t ALUMINUM FRAME COUNTERTOP WITH PROJECTOR SCREEN ON STUDSSIMILAR e D BAC•KSPLAS" WALL BRACKETS � LOGGING COAT 3 CLOSET K., :7, i A x4 :I E',r4 9'x4' �' to KgpAFi I"+ARKERBGG ITACIGBOARD Y B'x4' 10'x4' 9'x4' '-'.:KBOAR� TACKBOARD 'TACKBOARD o 4111, Bill, ptpb AIII, Bill �-- RUBBER BASE - TYPICAL f--�-� AIII, A113, B1r, GIOb BRICK CMIl Rf155ER BASE - A112, B112, D10.1, p108 3-m - - --- '� -- ----- °r GI06, D106 - OPPOSITE r 4111, Bill, D106 TYPICAL ___(41 UNIT5 ■ 4-Q"' - A112, Bit2, p101, D108 OPPOS' E BIII, D108 - OPPOSITE OPPOSITE RUBBER BA„SE _ A112, 5112, CIO", D101, Dh'J8 TYPICAL 1 0101, A112 - SIMILAR/OPPOSITE 3 CL AS5fiRC01'-15 8111 4112 / 4113 / 8112 / C 10( / C 10 i / D 10(o / D 10 1 / D100 / D 10 J - 5 I1"i 1 L p4f') ELLIS ESUCK A7.2 1/4" . I'-C" -- ASSOCIATES ARCHITECTS P.C. 1230 SW First Ave., 1300 Portland, Oregon 67204 Ph.: (503) 223-661S3 Fat's: (603) 2+24-0027 9, COUNTERTOP--- Wit" BGGKSPLASH 0 � ---STUDENT STORAGE UNITS �1 7-"-"OR14 / STROBE CENTERED ON FRAMED SOFFIT WITH GYPSUM WALL - VERFY WIT" ACIENCY BOARD FINIS" - PAINT WAVING JURIBDICTION - - PROJECTOR SCREEN ON WALL BRACKET'S I,3 I C) DA FEBRUARY 2005 JOB NO.: 0208.00 1 A x4 9'x4' 0'x4' 18'x4' d'x4' el I ---- - K 8'x4' DRA"qN BY: SKS BOAIpD TACJCDOARp I / -- - - — InCK80ARp TACKBOARD IIMARKFRBOARD tACKBOAIeD �� C'r�CKEO ©'' SKS ----- - -,.. :,n..� ,i..�u. .�,n..� .►.,t>a. .;i;..i •►..�\►, ;/.x..a. .�.r.;. ' I REV1810N3: _ 1 c/) RUBBI°R BASE - ~L« F ILf ?CIF UE 'N) 4•-04 9'-O' LOCKING COAT - 4,UNIIS 4'-¢ CLOSET � �. e, BABE UNIT �� 8, -RUBBER 15A96E - TYPICAL _ . 4 �L A!5 L+ RCO1 I P411 - —F�JBBER BA°vE 1YPIGAL V) SEC WERRFLOOR RIOR ELEVATIONS a: A7 , 2 LEGIBILITY STRIP a L'1 I I 011 B y b HDNI . 1 —.�h��,l,ltl�,�1,�1�,11,�1�u1.1' i �1�J�la•L;,I I!I�',,,T,I I I l' ��I �I,!I I.I 1111 I ' � l►�r �t>� �1�.�!�.�!•+�ll N %3" ,+.;'^hrAlr►!ne ., ralfsAbu Y dw.glli�w 'MI�h+YMMMl.�R114NMU1�Ar"'r's`✓�!MA�1■pF'q,ww.WnfuliMrM,w .--w,w,..>,.-. �..,q•..;.�,,,a.. , ... .. .. . , i;r fifth- • "ii I� 1 f I I 18"xl8" COILING DOOR ACCESS N PANEL IN FASCIA - PAINT /-'---ALUMINUM FRAME � , ALUMINUM BR.4KE FASCIA I PSUM AGROUND n FAINT: COLOR I SHAPE GOILINGi DOOR TRACK - PAINT - HOLLOW METAL FRAME - CONDUIT ROUGH - IN FOR MOTION \ PAINT SENSOR - SEE ELECTRICAL---- TRANSACTION6 _ _ - ALUMINUM FRAME \ COUNTER H t a PAINT: ACCENT I NG DOOR 1,3 wti 1 %6v A50VE CEILINCs COILI I ` n - — -- _— -J _---- ----- - h ef- AL Ll El. CAL T7 ^— ---- --1 Lj FQ. EG2 • A)JUV IBLE KEYBOARD VERIFY LOCATION n=' I OPEN TO — — I A229 � WITH ARCHITECT PE O __--- �- A208 m ® RUBBER BASE - TYPICAL Ecluai. EQUAL - , P3 RUBBER BASE - L U 4 QI a I'l ADJUSTABLE KEYBOARD TRAY - TYPICAL ADJUSTABLE KEYBOARD 1a SOUTH El EVATION RETURN SPLASH - VERIFY LOCATION WITH ARCHITECT ROOM SIGNAGE TRAY - VERIFY LOCATION � TYPIGAl. COUNTERTOP ILITH 3 ROOM S Grd.CSE HOLLOW METAL FRAME WITH ARCHITECT BAGK.SF'LA5H e t ALUMINUM BRAKE �-- RUBBER BABE PAINT P3 -,� SHAPE (2) TYPICAL Tr P CAL TRANSACTION COUNTER 6 ECEPTION 420- L1J _ A7.3 1/4" e.i �1 LOCKING AT I CLOSET t - ---- I / HOLLOW METAL ,�•e, FR4ME - PAINT FINISHED END PANEL+ SCRIBE b 15HWASHER I � I SCRIBE a.mLOCKING UPPER — HOLLOW METAL FRAME F,3 t2 UNIT. •4'-m" UNITS / PAINT _ i5''0" Bt _ e - I N � -- l L] L c F ao � P3 0 Lu P1 N � \ F _ _ R118BER BAS_ F7 ® MI COUNTERTOP WITH ASH ® TYPICAL BASE UNITS t RETURN • ENDS y 4" 3'-oil 3'-O" 2'-b" 4' O" B'- _ b-8" RUBBER BASE `-- RUBBER BASE - B.t COUNTERTOP 9 t -- ISHWAS�+_ _ -- OVEN REFRIGERA?OR vENGIn,C, - f TYPICAL 11 TYPICAL WITH BAGKSFLASH N.I.0 NI.C. n IC. y.'G. HOLLOW MI=TAL J� I L /� / OPEN BELOW - PAIN? - � 2 T 4EAL T14 f"'"�2 0K/ r ExF'uSED WALL FINISHES 3 I-OLNGE A2 l02 SEE FOR EASTPLAN ELEVATION CASEWORK LAYOUTCOURT INFILL . FRAME - P.'NT 7(/ i A7.3 1/4' ■ I'-m" A7.3 1/4" . I'-®" RUBBER BASE - TYP!GAL .- ' UPPER UNITS FRAMED WALLS et I HOLLOW METAL FRAME -- 3CR19E, �_ R:BE HOLLOW METAi PAINT - g_p.. 0 HOLLOW METAL FRAME - PAINT ITS�3:_��. ___ _-,�,k t LOCKING G:7AT•� (ALUMINUM WINDOW • 51NILAR) yV FRAME - PAINT a.+ CLOSET \ UPPER UNITe --BASE UNITS tt e.t P3 _ B'SE UNIT;i WITH / • i�-= - i9 BACKSPLAz';H 8 t THIS ISLFAR�TS • IaVIT �� L I --� N v 1 1 1 6 S 9 D 0 1 ( POWER/DATA OUTLETS ® i j REFER TO ELECTRICAL I all t .n FINISHED ENO PANELS ` - „ TYPICAL M -- -- --" n (3)WITS•3'-0" (2)UNIT. rq RUBBER BASE - ® RUBBER BASE - FRONT x (2) END x (2) _ ® I J LAMINATE FILLER TYPICAL_.----- 1 1 TYPICAL RUBBERIBASE r a_©" 3_w a'-m^ PANEL SIMILAR - Opp 0 �, ; E f � 3' 0" g' 0^ 3'-V" _ uNitO,:a_ --- 'r --- / Bi IND CORN R (3)UNITS • 3'-m" IND R BASE UNITS e t - BASE UNITS I q ISLAND CASEW2K WITH BACKSP H WITH BACKSPLASH 8.1 I,j 4 T 1�0ic'K ,4213 5 V UJOfR< X4214 I'LUS ESUC�,, A7.3 1/4" " I'-C" )kSSl� CM U ES ARCHITECTS P.C. 1230 SW Flret Ave., 1300 Portland, Oregon 67204 Ph.: (803) 223-6963 Fax: (503) 204-0827 I I HOLLOW METAL. UPPER UNITS eft -- FRAME - PAINT �P3 ------ � HOLLOW METAL rfi P. - \ FRAME - PAINT P3 ---- HOLLOW METAL FRAME - SIMILAR®BASE UNITS -- PROVIDE TOP CLOSURE PANEL \ YP. PAINT P3 �, �/ IIG�A/►�/�I e.t • CORNER UNITS - TYPICAL 0 F1L LE1� FILLER \ P" -¢' 4_C m j'-O PANEL b < O•, UPPER UNITS UPPER UNITS --- , ROC'-1 SIGN.YsE 8.1 � I i - 1 / 1E rN 03 DATE: FEBRUARY 2005 1 0 10 1 1 0 V 1 1 \ 1 1 \ / eke w oil 1 1 1 1 1 1 1 _ ��""1 _. . - ---- --- �, ' JOB NO0208.00 (�3 W - _-------._ ___..- • '^ 4 m � 1.---J � _—_.. 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S Cl (2)UNITS • 4'-p" 3 m" t �'N PAINT: ACCENT I .. — -- UPPER UNIT x t STUDENT iORAGE UNITS B t _._ \ \ � I LOCKING AT ` CEILING • SIMILAR AOL LOU)ME 1 14L CL05ET FRAME - PA 1,jT 1:1 E — — — —— — TYPICAL D'x4' 4'x4' TAC-K80ARD_- 11 1i( 01 ©Y C.KBOAPM 4 xACKBC)ARD 8'x4' m • MARKERBOAR TA r - - - i FILLER PANEL i i 1C � _-• - • SIMILAR AI —OPEN BEL.OL, - PAINT \1----ALUMINUM - S ARI I RUBDER RASE - TYPICAL- EXPOWE; :U,4LL FINISHES OPPOSITE®� P3 --- RUBBER B:•SE Q� - ALUMINUM BRAKE 844-PE TYPICAL (4)UNITS • a-Z UNITS • 4-p" — CC'JNTERTOP WI''H 4 \---RUBBER BASE -• TYPIC-A. - BACK5PLASa 1 e 1 HOLLOW METAL FRAME - PAINT GASES F'LLER � BASE UNITS WIT1-i 4� IN (_�A RT N 4201 <<INDERGAF<'TF:N A2. 15 - 5 11M LAfR 0FF051 TE PSE:- 1 BAGKSPLA5H 9 t SIMILAR - A7.4 V4" - I'-2" HORN / STROBE CENTERED ON WALL - VERIFY WITH AGENCY HAVING JURISDICTION U ROOM SIGN.IaE �--- `L'�" " =�_ PROJECTOR SCREE' ON —ALUMINUM FRA IES �w WALL BRACKETS Cdr VIP v-r I n I C , . , - - --- - - - - _—__ . . . . . . .. a ---- --,_-- - - -- -- - — - _ �-, 1YPI AL j d'x4' 8'x4' i 4'x4' 8'x4' ©'x4' 18'x4' \\ 8'x1 :.4' I 8'x4' 8'x4' 4x4 -- j TACKBOARL --- - ---::KDOARD MARKERBCARD-___._ tACKBOAI�: - TAC�CPOARD TAC�GDOARO TAGKF,O.:.RD 'TAt,-INBOARD I TACKBOARD TACX80ARD TACKBOARD i i / ® HOLLOW METAL FRAME --ALUMINUM BRAKE RUBBER BASE - TYPICAL - ® --i TYPICAL R BASE - - PAINT z �I SI'APED RUBBER BASE - --- T.-PICA- F <:c <1NDEfRGA12TEN ,4201 ( CONTINUED ) 2 <INDEiRC�,4i2TEN A'115 3 5, EC 1 r4L ED 421 INCV4` 1'-0- A7.4 I.r4" I'-m" A7.4 !/4" ■ 1'-0" r--LOCKING GOAL� ----- CLOSET , UN ---t;PPER Uh T5 STUDENT STORAGE ® - B'-�" / ' ` / /� UNIT e.t — r21 UNITE • 4'-m" i [—HOLLOW METAL FRAME - PAINT P3 •kys v,v P3 YP. ' L III P3 P, 11 \ / 16 1i6 � 9'x4' 8'x4' —_z._ ._ C3 -- 8'x4' 8'x4—.�.�--- —,'118x4 TAC';BOARD TArh'130t.RD P' O —��—- TAGICBOARD TASKBOARD TAGKBOAR:— _.. .._ cm I i HOLLOW METAL FRA'lE ® RUBBER B45E - -� �CASE w I 7- '--RUBBER BASE TYPICAL- / - PAINT � RUBBER BASE TYPICAL FILLER TYPICAL PatiEa' E -Z 8•c; 3'-m° A --OPEN BELOW - PAINT DIFECTIONAL SIGNAGE—1 — - :k` — --------:4- 4 a= - - --- --_-- '- JN"` • 4-m EXPOSED WALL FINISHES HOLLOW METAL -- FR,eME - PAINT SIMILAR®BASE UNITS -� COUNTERTOP e t WITH BACKSPLASH e.t 4 N S E[)5 42 'e 3 5FECIP4L ED A21(o ( COr-,1TINUED ) A7.4 1/4" 1'-0" A7.4 I/4" 1'-0 ARCHITECTS P.C. 1130 8W First Ave., 1300 Portland, Oregon 97204 Ph.: (603) 223-6g83 Fax: (503) 294-0827 HORv ; STROBE ALUT"'^ ;^ CR ,'tE: ALUMINLJ^ -- :ENTERED ON WALL RETURN VERIFY WITH AGENCY PROD ACTOR :GREEN ON WALE- - — WAAV BRAT KEtS . / AIR HAVING JURISDICTION - GR!L.LE � 1 PER MEGHANICA I 15J5 `-w CONDUIT ROUG4-I - IN FOR MOTION SENS/�i+ - P,;�JNT WltHlly SOUND j PANEL. SEE ELECTRICAL / C��i it L-=_--.J I ; Q DATE: FEBRUARY 2005 �- (�� _ G, JOB NO.: 0208.00 P3 \ / — - --—�1 --- e'x4' ---- 4x4. '"'•"• DRAWN BY: SKS a - H x4 1'x1. Wx4' 8'x4' o - — - P3 �I WxAl' ! �- _ _ -�! _ ACKBOARD CHECKED BY: SKS �TACX 50APV TACK190ARD s P, a TAGKBCARD_ TAG'KBOARD 1 T I I MARKER80ARD I � _ ----- . _ tAC,KBOARD - - - I -�.� ..-� r -E � REVIS"DNS: __...----- --- FRA"E PAINT \ -- RUBBER B� PAINT W METAL FRAME - I% III ® RUBBERTYPIG� B-45E - FILE: 02060 701IE:vt. o DIFMC:TIONAL SIGNAGE 8'-O` CONGEALED BRACE FRAME --ELECTRICAL PANG - g t LOCKING STORAGE UNITS 1'U'�I • F REFER TO STRUCTURAL INTERIOR ELEVATIONS PAINT ® SECTOR 'A' d GL.+'/1��T�� Y"'12 2�G/ Ri1BBER BASE - -_ - ♦^ MAIN FLOUR TYPICAL ..� . w. 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MOJNTED LIGHT FIXTURE TENSIONED GABLE GUARDRAIL IN T Ea EG G . .'.'.'.'..............: FORErSROUND SEE DETAILS t t — --aK cl OPEN TO � AIt�J6 LECxENID \ - PAINT: COLOR 1 - - --� - --- 17 PAINT: ACCENT I n® WALL MOUNTED LIGHT FIXTURE RUBBER BASE - TYPICAL - - I-+"NDFZA•'L - EEE DETAI. I�RUBESER BASE - TYPIGA� �w� PER ELECTRICAL - TYPICAL— ° tI F ENTiR�' A22� GONTINUED A7.6 1/4' . 1'- ON I ELUS i ASSOCATE t ARCHITECTe P.C. i I 1230 SW Flret Ave., #300 Portland, Oregon 97204 -----STUDENT 9T01~'�YsE Fa ((803 223-69634-0827 UNITS Fax: (603) 26�-0827 t R.t —LOCKING COAT CLOSET e tHORN / STROBE CENTERED ON /--WALL, VERIFY WITH AGENCY HAVING {j JURISDICTION 1 f ■ i � 7� r II � 1 ■ I ■ 9 _ -- -- " I .a j A'a1Ct3`'"� .GKE3C'AI�, DATE: ..,_ FEBRUARY - 2006it 0 j 8x4B'x4' B'x4' TACKORRD ACACJOB NO.: 0208.00 �� AC KBOA�?L .,1�4. .1/•�..A, ,4,.(>,1. ,A�4.,1 .A.,Alvt. .Aift..A. .A..AaA. '_ .- _ _ ■ m DRAWN BY: SKS CHECKED BY_ SKS REVISIONS: '5 ' y ISM m1J. 8715, D213 B2;5, D2!3 \ BBER BASE - TYPIC,"i- RUBBER D2I3 �8215,D213 � , --PROJECTOR SCREEN ON WALL RIIBFSER BASE - TYPICAL F1216, 0214, D215 - .1 B2tb, D214, D2'5 - BRQ(;KETS L'2I6, D21A, D21�, 8216,D214,D215 - V3' D ti• _ i'-4 �. OPf'O�ITE OPPOSITE CL OAPOSI�E 1' (4)UNITS•4'-t0' OPPOSITE -RUBBER BASE - TT"P!.;A!_ - I I l F-_ 02090_7081E_VE.dwn - I C XINITERTLIP ILITW / 1 E ■ rm,o,"ED ENG PANEL 4 __// ■ ■ ■ ENTRY a AND B.' K°SPL '/.9N 8.1 INTEmoR ELEVATIONS B RUBER BABE - -._..._.._._._._- TI-P ICAL SECTOR 'D' ISCLA55FROO 15 5215 / D213 821( / D214 / D215 - Oi=FOSITE ) _._. _� w A7.6 1/4' sI'- 0' A7 , 6 Cr'r • LEGIBILITY STRIP v e 9 c I ! i i J 1 n r, e 3 0 z< '.3 _ : z <F i s �e z a Icmm. - ZII I I I OI I I * Nt)1t1 ..,.,��Jul�l��.+J�J,�u.l!�,I.t�J��J�1.�1�i.�J�l�:la!a��la�i�a.�l�l�la�l fi�►ali,l�.�l��;l,�U�.t��11.�111�11111 fi Il�,l�l.>a,!��1�.��►1.1.1t.1�1.�1,�.>�!.I,�l1�t��l�Li.�l�la,l�.li1�1�� I' '��1,�1!��i� w, B 1 r� , .. .. - _ .. _.. .....• :-y; i -:: . ,.. p4.a:. .�.+w+... ,c..•w..� ,.r.., .,s. .. +w' frNa..vf4plVpua PM'N,k'.N=A4tMr'dN++H•-M�'-MsM,rr Ne"V4fWMi+�MN., %hWM•W,'>AiA�o,"aMalYs h1, i.,�Y+tix • +aitH.,Y'� N1,9rr: ,,,.y.aw....•►tiaw..q:a.-„v.�wti..�•:,��.. �a-.�...r..,. ., rro..,..,.•«:r -,.y:,�.xa�••... ,:w,:'u,.,.,.«••._w,.•, na.,.w:...r ,nr•hw.,..-n.-. ..w,.k. . W,. �.+.4��►,i..nw'a +Av�,Miu!.iM'' .. 7” f1 1 K j �p��f1p'1 / u \ TUI OFSTRIUCTUI — X22'-8" —--- — c c TYPIVAL \ / 5TRUCTURAL MASONRY W.^! ! BEYOND SEE -- —�, PLANSO OF z METAL PANEL I ( ' --8" METAL STUD FRAMING 1' - - 8" METAL STUD FRAMING CRICKET--\ 9 G'R.ICKE7 EXTERIOR SHENG ATI•JI EXTERIOR SHEATHING -SEE ROOF PLANS SEE ROOF ] fu. F — - Q SIDING ITI0U8 FIBER PLANS _ — GEMENTITIOUS FIBER _ Y SIDING SIDING ------- TOP OF BE 1 STEEL JOISTS - 1 TOP 11 BEAM A\ SEE STRUCTURAL _ \ / -- ' •14'-I I/2" �� STEEL BRIDGING PER103 IM JOIST MANUFACTURER — ZI 00 -- —EXTERIOR BNE.aTHING �- STEEL JOISTS - \\—STEEL JOISTS - Q - _ - .--- CEMENTITIOUS FIBER SEE STRUCTUr:AL SIMILAR SEE 5TRUCTUIZ�,L �/ - SIDING PANEL SEE WALL TYPES STEEL BRIDGING PER STEEL BRIDGING PER `� `. JOIST MANUFACTURER JOIST MANUFACTURER THERMAL INSULATION ---------------.__._ G GYPSt- 1 FINI$H —---- GYPSUM FINISH ----- - —_ �` CEILING PER CEILING _ cD GYPSUM FINI$H -- I PLANS `'' THE�'"AL INSULATION _____.,__ H SE[ WALL TYPES CEILING PER CEILING --- --- _ _ PLANS S? `� --CEILING PER CEILfr,G �n PL AN5 I �I I TOP OF MASONRY i ` -__-- _-- TOP OF M Y a 4 TYPICAL \ I I MASONRY SOLDIER COURSE Lu I ALUMINUM STOREFRONT ALUMINUM STOREFRONT I GT`PSUI-1 FINISH---- . `` I I GLA55ROOM 8215 CL455R001 C._AS5R00" B: SEE WALL TYPES --— — I I THERMAL INSULATION 6. T CONCRETE SLAB n CONCRETE SLAM TYPICALgo9 " ON METAL DECK- I ON METAL DECK - CONCRETE SLAB ` SEE ST1;aLZ_1'URAL i MAIN SEE STRUCTURAL ( I MAIN 014 E ST GDECKTURAL — FINISH FLOOR _ FINISH F OOR MAIN c 0._0.. < - - - — -...- -.. -- --- FINISH FLOOR ------ - - -- -- - -- - a--"--+� -- — -- -- - - - - - - - —��- 1 m-m" - ---- - - - - - - - - - — "� TOP OF BEAM TDP OF BEAM _0'_4 CEILING PER CEILING I I TOP OF BEAM STEEL JOISTS - I PLANS STEEL " SEE STRUCTURAL - ,EEL JOISTSIsm m - ap STEEL JOISTS - \ SEE STRUCTURAL SEE STRUCTURAL " _..---r�' STEEL BRIDGING PER \ PER 1 JOIST MANUFACTURER STEEL BRIDGING PER JOIST MANUFACTURER —J / JJOISLTMANUFAG MANUFACTURER CEILING PER CEILING \ `----GE!L.1!»iCs PER c:E!LItJGPER CEILING PLANS I PLANS CECEILING PLANS m � � �I m ELUS ESLV`" ' A3SCO-)0 AA T E0 TOP OF ARCHITECTS P.C. _ MASONRY - 1230 SW First Ave., 1300 Portland, Oregon 97204 ALUMIMPI STOREFRONT v Ph.: (803) 223-6883 ALUMINUM STOREFRONT '^ m (n Fax: (603) 204-0827 S >14 ., i 4 STRUCTURAL MASONRY v 1 60,04 BEYOND MASONRY VENEER SEE WALL TYPES - I BEYOND •` STEEL STANCHION `r d f AT DOORS, T-1PICAL STEEL STANCHION fq �,. GYPSUM At DOORS, TYPICAL U►/� �, / I�G� - SEE STRUCTURALAT BORD—-- -- � ,i - SEE STRUCTURAL STRUCTURAL MASONRY Aj^ BEYOND (/�1 i VENEER -- --- -- -- -- --- C-LIF, RY�IAL CLASSROOMMASONRY VENEER CLASSROOM 8111 BILI --8" NIGH MASONRY' CLASSROOM BEYOND � < VENEER GI06 I DATE: FEBRUARY 2005 CONCRETE BLAB CONCRETE SLAB - e. A SEF_ STRIIGTURAL--- CONCRETE SLAB - "` JOB NO.: 0208.00 SEE STRUCTURAL-- TYPICAL y SEE STRUCTURAL VAPOR BARRIER C _ -- ONCLK RETE SIDEWA ` n f)nnWN_BY: GB . 1. _ VAPOR E34RRIER- �` CONCRETE S'DEWALK VAPOR BARRIER-- Cc7NCr2ETE SIDEWALK CHECKED BY: SKS TYPE 'AFILL -- — -- LOWER TYPE 'A' FILL-- � , T-PE 'A' FILL" 1° IIEVISIONSe _-- FINISH FLOOR _SL 211 I�Ax FINISH FLOOR SLOPE 2x MAX FINISH FLOOR .; 3LOP.e_�� 1 I LOWER LOWER lw ,, • e ' " -13'_4 A 44 •' •a 4r. / FILE: 020110 504WS VE.dwp —'-- --- Tl F'E 'B' FILL / • ' • \ \ \ \ \ AS REQUIRED `�' TYPE 'B' FILL TYPE 'F3' FILL • /\ �, FOR GRADING \ � AS REQUIRED \\ AS RC-QUIRFD ,\' ;• �� / �.< ./ WALL SECTIONS FOR GRADING-- FOR GRADING \ �M GROUP CL A55ROCM � OUTS l•U,4LL S GTION 2 CROUP r-LA55RCOM SOUTH WALL SECTION 3 CLA55ROOM 50UT" 4 WALL SECTION A5.4 1/4"-I'-Om A5.4 3/4"■I'-®" uu A5 . 4 2 I iTllf1ii11 II I I1 t I 1:11 I n nl : �c 1IIuII�,ulilul wlrqu►)1uniltll uuiuu uupn+ I uiljiiil iihjiiil iliijft►i'i?iiiiiitjlii;iit+1 '�'�'�'f�'f'I LEGIBILITY STRIP 212 213 214 SIS 210 217 218 ae Z I I I OI � N�N1 f 1 ...��tJ�I�J I ' ,�11�1J,alta!�.11�1�1°.iaJ�i,tlala.1.11.tl�.lel.�l�aJ,�r<ILU��1��llJa,�l�J11�1�!,al�1Li�.i�.lel,Lit,ILl�1�.1�J.�1�1I�,I,rJ�,1�1�1aJ,i1li�i:,�.Ll�t>J.IJ.�»��i�tl�.lal.�.�J�,l�1lJ,�t��Jt1�J,►,1,� '''1GJ,t1a1 1 f i .. :- .. i :.., ., i --.. �Y _.... .. . Zx.rc Y•re i n MSF?`r,YW 'wRw•'M��.-.i.:.. 'h rl'+1. :�.. �yyy�� .. r'. I e r' I, z ' 6� 4) I � I tt� Z-T` TZT 7 T-TTT-T—T'T-TTTT- -Z— luul G STEEL P&AM - I RETURN-AIR y � — HWS TO Hill TO << � w w w w w Elm w w w w wl w w w - L. I 1 66 JI -31 ■■■ I GYPSUMSOFFIT DUCTWORK TYPICAL - BEYOND SEE MECHANICAL 00 C I ' 1-1-OUR FIRE RATED r I ---SUSPENDED CEILING WITH HORIZONTAL WALL - I LAY-IN ACOUSTIC PANELS SEE WALL TYPES —� f PLUMBING PIPES RECESSED LIGHT � 1 SEE ELECTRICAL �— SPRINKLER PIPE - SEE PLUMBING 1 -- -- --------- ��_�TOP OF BEAM Y.21 -0" 6. TYPICAL I-HR RATING AT POTTED TYPICAL -� BOLD LINE — '/�' ACTIVITY r� SEE WALT_ TYPES ' -- EXTERIOR SHEATHINCs- ' ' O11DL GEMENTITIOUS FIBER / al SIDING PANEL �� --- I-HOUR STUD WALL - ��• + ' SEE WALL TYPES IjI i I RETURN-AIR PLENUM B BOILER ■ CORRIDOR 8205 � B2 i0 \ � I ` C'>niCRETE SLAB OVER METAL MASONRY WALL - SEE 7CK- SEE STRUCTURAL— TRUCTURAL STRUCTURAL i l STEEL BEAM - \ SEE STRUCTURAL - --- MAIN FINISH FLOOR (2)6x10 STEEL ROOF BRACES- SEE STRUCTURAL ° I � w w w w 00 090 _ TOP OF MASONRY _ I I MASONRY SOLDIER = .� _ I � _- COURSE GYPSUM SOFFITRK DUCTWORK, TYPI,:AL /A 3 00 S 0c�;A�P.G.EYOND ----�/ SEE MECHANICAL— ARCHITECTS ECHANICAL- Arlf:bl 1q EP VYS 4s SUSPENDEL) CEILING WITH I-HOUR FIRE RATED TOP OF ✓ —_ ---- - 3 I LAY-IN ACOUSTIC PANELS HORIZCNTAL WALL - BEYOND WINDOW �� l a SEE WALL TYPES. � MASO!VRT SEE WALL TYPES 1230 8W First Ave.. Ih:GO �' PLUMBING PIPES U-469 CONTRACTOR Portland, Oregon23 97204 (53 I ?'h.: Sc5031 223-8983 — SPRINKLER PIPE - OPTION -- -- �-,%x: 1603; 29,4-0927 . I — ' SEE PLUMBINGGI—RECESSED LIGHT - - SEE ELECTRICAL THERMAL INSULAn(:xI I a "" CONCRETE DETAINING WALL - �A SEE STRUCTURAL I ' C/'.RPET WAINSCOT - `t ap SEE FINISH SCHEDULE -- I-HOUR RATING AT - DASHED BOLD LINE - --- B" HIGH MASONRY I /-,�//a��Il'•`� VENEER ---- GYMNASIUM I ��l�l� IllrrrVVV �6 8201 I 8" o PERFORATED PLASTIC --VENTED BASE I DRAIN PIPF 10" MAXIMUM :.I / ABOVE TOM OF rOOTIIJG AT WOOD FLOORING / N.W. CORNER OF e-IRLS 8102 a"•+ - -- --.--- TYPICAL - UNDER FLOOR VAPOR BARRIER - I I CORRIDOR ACTIVITY DATF FEBRUARY 2005 WAMINIMUM LAP 6" UP LL CONCRETE L%LAB- i BI05 STF JCTURAL MASONRY BI©9 1 JOB NO.: 0208.00 ` SEE STRUCTURAL ---, WALL SEE STRUGTIIR r":AWN BY: -- GB CONCRETE ' =� I VAPOR BARRIER CCNCRETE SLAB - ''+'` CHECKED BY: SYS SIDEWALK--� ' SEE STRUCTURAL LL - - � I •�a r' � EiEVISI0N5: MAIN FINISH FLOOR ESLOPE 2% MAX TYPE 'A' FILL \ I :�� •".' LOWER - ---- --- ir =L r r I L 1 _ FINISH FLOOR 4 • • " d n I A, " < e -131-4° - p(` "�.�•,•/ e A FILE, 02080-W4WS VE:dn e. , TYPE 'A' FILL WITH 4"0 PERFORATED \ jY``7��*`! �••� 9 FOUNDATION DRAIN WITH CrEOTEXTILE ' FABRIC WRAP \ WALL eEo'I'ION! TYPE 'B' FILL AS • `^ REQUIRED FOR GRADING _ c / L L RR DUR SECTION - SNL R E A5.5 3/4'■I'-D" 5 , r .,nrx4=a - a a",a•s".Its w+ 7 mMA«n.:....swari _-yl. ..1., taw......... .... {111111 IIIIII{II Illflilll IIIIIIIII I111�1111({I�IIII hII Ilh 111!IIII III 1 tillllTlll1t11111�1111 III IIIlllllllllll! IIIH, IIU llJ1111iillllllIll lit; LEGIBILITY STRIP llllll�ItIIIIIiIIIIIIItIltlllillllltl„I;' Illllllllttlllltl lnil�lll'! ” li llllllll IIIIIiIII'llll�illl Iliilllll' a I I'p : lit 19 19 20 21 22 23 24 16 27 28 219 �I I 1� •" I I i 01 q ® fi, � ..bl. lnMl T�i. b4,1A�.4 JJ l� 1 N u N I a 1 -' �� ,tul�, lJ.iJa�1I111,i1+,anti! i!�It, lt�i!I ��tll��l�l,,l�Io►11It�,Llll�, guy t.l III' I,II I '� k ..,we+�+.�.+.,rlane.-rlM,nl•a.-Me"".�....,'w.... ,. 7{ oil 111 t I -BATT INSULATION � --AIR4-IOI6TURE BARRIER AT FiNISHEB MASONR'r FLASHING - EXTEND UP FOR ADDITIONAL INFORMATION C:OMF'OSITI J 6HIW3LE ROUX TRANSITION - LAP METAL FLASHING WALL MINIMUM 18". LAP WITH NOT SH OLIN BE RE VERSE 5 r&TEM ----CEMENTITIOUB FIBER SIDING METAL WALL STUDS WITH BATT INSULATION 1 ADHESIVE BACKED AIR/MOISTURE � nb �THILPAER T rb 11J PIECE PREFINISNED SHEET METAL ,l',' BARRIER I CONDITION - METAL RO JF DECK - PAINT WHERE DRIP/CAP FLASHING • PROVIDE MASONRY VENEER `.__ E�cPOSEG �------- -SHEAIHING WITH MOISTURE BARRIER j SCHEDULED LUAINSGOT HEMMED EDGE �- _ SAFING INSULATION �e i L_ PRE-FORS'1ED NEOPRENE DECK AT METAL FLOOR j Lr- FLUTE CLOSURE DECK VOIDS METAL STUD FRAMING ACOUSTICAL-- --- -- - --MASONRY VENEER PER PLANS - VENTi1 ATED bASE r' _'., ` -1a It h PPQBAT PLANS TIO --� REFER ALSO TO ELEVATION \ BATT INSULATION -_ ��-'�1T -V..POR. BARRIER - EXTEND UP WALL - -WEEPS AT 32" ON CENTER b" MINIMUM F - ' - -METAL STUDS AND TRACK WITH /" D FLOOR AY9TEM - VLRIFI Gly P5UM BOARD DECK BLIND FASTEFLASHING AT 12"AOS INT WITH C7 ----- - - CONCRETE FLOOR STAB ON METAL - ASSEMBLIES WITF4 I DECK REFER TO STRUCTURAL CLOSED-CELL SILL REALER _ RECESS REQUIREMENTS WITH CENTER MAXIMUM. FORM AND SET IN 0 - FLASHING CLIP MANIJFAGTURER CONTINUOU5 EDGE HEAG �P081TION SHEATHING MOISTURE BARTH RIER -�/ �- SHEATHING - FASTEN AT DEFLECtiON EXTEND GYPSUM - �- - ---- _ CONTROL JOINT----- \\ SHEATHING WITH MOISTURE BARRIER %/ BOARD ASSEMBLIES TO ( CHANNEL GROU'� GAP - SLOPE METAL DEG: ANLL I LAP SHEATHING AT EXPANSION ZONE a -v / -FILL VOID SPACES WITH INSULATION /' ��-- AT STUD FR HE.iD- - - DEFLECTION CHANNEL ~� 1 - X; MASONRY VENEER WITH SOLDIER D RAM NC _- - �, , COURSE CAP - SEE ELEVATIONS __- CONCRETE SLAB - REFER TO SLOPE PACKED GRO ` I CONCRETE BLAB - REFER TO `- -STEEL BEAM - REFER TO SLOPE PACKED - STRUCTURAL CONTROL JOINT`� � SHEATHING WITH MOISTURE BARRIER , GROU STRUCTURAL AT SILL STRUCTURAL I - FASTEN AT TOP OF WALL STUDS POWDER DRIVEN FASTENER AT 32" EXPANSION JOINT---- I POWDER DRIVEN FASTENER AT 32' -DEFLECTION FRAINTYPICAL AT STUD ON CENTER FILLER WIT" SEALANT ON CENTER 1"1,450N�'�r' FL,45HINC 2 1-145oNR' -' FL45�IINC .3 IUALL DETAL 4 Ti�4N5ITION FL,45�INC Laa� D T�4IL A6.1 1 1/2" - 1'-0" A6.1 11/2" • 1'-0" A6.1 I I/1" I'-0" A6.1 1 L'2" • 1'-0" A6.1 1 I.2" 1'-0" MASONRY WALL - SEE PLANS y-}- MASONRY WALL PER PLANS BACKER ROD AND SEALANT �1 U --�I� �-RIGID INSULATION MASONRY- WALL PER PLANS q`dCOLUMN L MASONRY WALL PER PLAN: grid G COLUMN MASONRY WALL PER PLANS FURRING CHANNEL PER PLANS WITH I �--SHEATHING WITH MOISTURE BARRIER � GYPSUM BOARD ASSEMBLIES --CONTINUOUS SEALANT LINE OF MASONRY VENEER BELOW MASONRY VENEER 2 - GALVANIZED SHEET METAL �„ BACKER ROD AND SEALANT I CONTINUOUS SE.'-.i ANT FLASHING GALVANIZED SHEET METAL , / MASONRY VENEER FLASHING SET IN FULL SEALANT BED -BACKER ROD AND SEALANT KERF CUT MA50NRY- 3" MASONRY VENEER - TO RECEIVE FLASHING e-DEFLECTION CHANNEL AT METAL PER PLANS , i LINE OF MASONRY VENEER BELOIj - FULL BED SEALANT STUD FRAMING TO STEEL COLUMN - J INSULATE VOID DOUBLE JAMB STUD TYPICAL \ -METAL EDGE I BEAD - PAt V _ J__- -- - - --- --- _ T 1 METAL EDGE BEAD - PAINT REVEAL. ?YPIGAL n f -METAL STUD FRAMING WITH BATT METAL STUD FRAMING WITH BATT I a„ DOUBLE STUD FRAMING El -STEEL COLUMN PER STRUCTURAL INSULATIc,;; INSULATION DEFLECTION CHANNEL AT METAL NONE AT 51MILWR CONDITION - DOUBLE STUD FRAMING DOUBLE STUD FRAMING STUD FRAMING TO STEEL COLUMN - I INSULATE VOID -METAL STUD ATTACH t0 MASONRY - A.IGN DEFLECTION CHANNEL AT METAL DEFLECTION CHANNEL AT METAL FILL VOID WITH BATT INSULATION. _ FIN!S•4ES STUD FR4MING - INSULATE VOID STUD FRAMING - INSULATE VOID STEEL COLUMN PR'R STRUCTURAL - PROVIDE CLOSED CELL SEALER DEFLECTION CHANNEL AT - NONE AT SIMILAR CONDITION STUD FRAMING - POWDER � FURRING CHANNEL WITH RIGID j �-FURRING CHANNEL WITH RIGID METAL EDGE BEAD - PAINT DRIVEN FASTENER AT 32'' -�,� INSULATION PER PLANS INSULATION PER PLANS METAL STUD ATTACH TO MASONRY REVEAL, TYPICAL -METAL EDGE BEAD - PAINT FILL VOID WITH BATT INSULATION ON CEN'cR MINIMUM WEAL TYPICAL DETAIL eA DET/41L 8 DETAL 9 DETAIL 10 DfET,41L As.1 11/2" - 1-0 I I/2" ■ 1'-0" !'-0" " A6.1 1 1/2 ■ I'-0" A6.1 1 !/2" ■ !'-0" -BATT INSULATION i_- I - METAL STUD FR.,:MED WALL PER -GYPSUM BOARD ASSEMBLIES WITH i PLANS STEEL TO STR - %� CONTROL- JOIN?S AT DEFLECTION � - REFER ?O STRUCTURAL _ CHANNELS - - GYPSUM BOARD A55EMBLIE5 WITH r -MASONRY WALL WITH RIGID MASONRY VENEER - RETURN AT CONTROL JOINTS AT DEFLECTION KERF CUT TO -- ----- INSULATION AND FURRING PER OPENING - CHANNELS ' PLANS DOUBLE STUD RECEIVE r-LASHING - \ - FULL BED SEALANT FRAMING h \ -BATT INSULATION i /_-D.'_-:FLECTION CHANNEL AT METAL mdJ I -T ----- ----- SEALANT i 61 _ ri \ V STUD FRAMING - INSULATE VOID. - PROVIDE -.. rSED CELL SEALER GALVANIZED SHEET METAL - GALVANIZED SHEET METAL GALVANiZEG- / AGAINST MLNRY FLASHING - SET INTO KERF CUT LLI'-. FLASHING WITH HEMMED EDGES a; SHEET METAL � (rFULL -SEALANT BED - 3 NOTE: FLASHING /-METAL EDGE BEAD - PAINT REVEAL �� PREFINISHED SHEET METAL -Y- j TYPICAL 0 NO COLUMN OR DEFLECTION AR: SHEATHING - 3' � FLASHING I CHANNELS AT SIMILAR CONDITION J)ITH MOIOTURE 1,. BARRIER 1� CEMENTITIOUS FIBER SIDING BACKER ROD AND SEALANT BATT INSULATION, TYPICAL NOTE: - I„ GEMENTITIOUS FIBER SIDING ALIGN SHEATHING WITH- -- ,1/ 1 11 -SEALANT \ r----- -_4' NO COLUMN OR DEFLECTION 1 CHANNELS AT SIMILAR CONDITION SEALANT FINISH55 MOISTURE BARRIER GETIENTITIOUB FIBER SIDING i'� \ 1 SHEATHING WITH MOISTURE BARRIER �- LINE OF MAF RY BELOW � -- DOUBLE STUD 1=R,4t✓11tJCJ DOUBLE STUD FRAMING- SHEATHING WITH MOIaTiJRE BARRIER ---DEFLf=CTION C4 ANNEL At METAL ( MASONRY VENEER 11 D1 T t"�t I L 12 D I /` I STUD FRAMING - INSULATE VOID I ,3 NOT USED ,4 DET.4IL 15 D T,41L A6.1 I I/2" 1'-0" A6.1 1 IJ2" I'-0" ' A6.1 X A6.1 3" i'-0" A6.1 3" 1'-?." - DOUBLE JAMB FRAMING CUNTINUOUS --- ------ --CEMENTITIOUS FIBER SIDING OVER MASONRY WALL PER PLANS MOISTURE DARRIER TO OPENING ABOVE i I � SEAL CONTINUOUSLY / --- -----DOUBLE JAMB FRAMING - FILL VOID j / - -- DOUBLE JAMB FRAMING CONTINUOUS i^ / TO O ENING ABOVE / WITH INSULATION j r� NEOPRENE ON CENTER REDL F FASTENERS AT- - -- DOUBLE JAMB FRAMING - FILL VOID PREF!NISHED REGLET FLASHING WITH INSULATION i --GALVANIZED SHEET r _3 3 EXTEND MINIMUM b" BEYOND DUCT - -- METAL FLASHING WITH i OPENING HEMMED BottC.+M EDGE I I iv AIR/MOISTURE BARRIER SEALANT - - - -- - -1-- - F'REFIN15HED !✓HEFT METAL FLASHING _ - - - ----- ALUMINUM ESRAKE SHAPE - _ SET IN SE.+LANT BED ALL SIDES OF DUCT - SCREW ATTACH WITH AIR/MOISTIJRE BARRIER /� - - -------------- _ NEOPRENE WWASHERED FASTENERS ELL,US S DICK -- � AT b" ON CENTER ��aa pp ASS©`6/ ATES NNN - ALUMINUM BRAKE SHAPE_ i ` t I/4" (2)PIECE GALVANIZED SHEET c�Tu)oRK THRU E`TERIOR ARCHITECTS R.C. \ /4 METAL LAP FLASHING SEALANT \�\ 4 (2) PIECE GALVANIZED SHEET METAL � - ei�H1.ANT SEALANT AT EDGES,TYPICAL 1230 8W First Ave., 1300 1 \ - PR:FINISHED SHEET METAL LAP FLASHING - FAINT 0 - - Portland, Oregon 97204 FLASHING WITH CLIP � Ph.: (503) 223-8283 r � CONTINUOUS SEALANT CEMENTITIOUS FIBER SIDING 1 _ QUj°�IDE Fax: (603? 2Q4-0827 \ ------ SEALANT - d$LQE I --_- -MASGNRI ',/FREER RETURN AT SHEATHING WITH MOISTURE BAR%t FR _ � �____--__ CEMENtITI0U8 FIBER SIDING j AREA OF OPENIWi LINE OF MASONRY VC'1EER --_ - - 2"4"x20MOUNTIW_ ANGLES ALLSIDESSHEATHING WITH MOISTURE BARRIER ---- I-- ----------- WITH MOISTURE BARRIER ---SHEATHING WITH CONTINUOUS 7/'� I / /� I \ / �+ �- -� 16 DETAIL 17 DETAI MOISTURE BARRIER _ 18 �aRIZ`/NTAL fRE 1( A JOINT +'1 Y T r I � �� L EfR I ..�AL �E �_ 4L JOINT ME�L�C,7 fi EN�.TfR,4T � aN A6.1 3" I'-Ya" - A6.1 3" I'-0" A6.1 no scale A6.1 no acels -� A6.1 3" 1'-0" REFER TO STRUCTURAL REFER CONDENSERS - REFER EXTERIOR WALL PER PLANS SLOPE CONCRETE TO DRAIN- METAL GRATE - (2)PANELS TO KITCHEN DRAWINGS --- - PER SECTION METAL GRATING -------, METAL GRATI!.ICs � 4 I I PROVIDE (2) 1"0 ACCES6 a 6. 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SHIEI_G' TYPICALLY CAVE }� -�- f -;-NGS LOCATIONS. r L 7 E f RN 4 T E : Si-� INC�� ' 00 S�'ST 2 5L' I L_T - U� fRCCF 5�T Se7 „i _ 3 �3U f�T - Ui= X200 ��'ST�1„' 4 1"i TSL. i�00 i= 17 r' ��4N >gsl�-� I1�lC� A 6.3 NONE "` A6.3 NONEA6.3 NONE -_ A6.3 NONE A6.3 3' - ; -0" VENT PIPE - FIELD SURFACE MEMBRANE 4" 4" � - - FLANGE FLANGE ✓ERIFY SIZE VENT HOOD -t:�CURE TO CURB MEMBRANE FLASHING STRIP 4" 3' 3" (�' ITEM i0 BE FLASHED t V RI $ WITH ALUMINIZED COATING I VENT PIPE ✓f M� M,f-- f L4 i-'- ROG'F IJNDERLAY'MENT WITH MILD STEEL aHEET METAL -- LANG LAF _ LAP MRD 4 GLLAN SEALANT ALL AROUND SCREWS WITH UJASHERB AT 24" ON FULL SEALANT BED STs REINFORCING MEMBRANE t` CENTER ALL SIDES (2 PER SIDE REINFORCING MEMBRANE ALL ASD Mgr T j FLASHING °,TRIP �. BITUMEN SEAL AT \tt MINIMUM) FLASHING STRiP -- - '� I STAINLESS STEEL /- MASTIC \ / +1,PENETRATION NEOPRENE r� T_________ _____ __, j INTERMEDIATE MEMBRANE � REINFORCING MEMBRANE \ E BASE i!EMBC2AiNE CLAMP FLASHING STRIP BOOT WITH INTEGRAL r -FREFINISHED 26 G,4" SHEET METAL ) 2 - - - LEAD SLEEVE - MASTIC COUNTERfLA51-IING -SECURE WITH I}' THREE COURSE TIE-IN SEAL LAP JOINT THREE COURSE TIE-IN GALVANIZED ABHIWS FD�EEL r o NEOPRENE WASHEREL' STAINLES8 r I SEE INSET SEE INSET SGR;cLLlS A7 14" ON CENTER F 11 u NEOPRENE BOOT WITH �f" ASPHALT Sill ROOF- STEEL ` ALL SIDES (TWO PER SIDE MINIMUM) w, ` " F34 LAST (MINERAL GAP " BALLAST (MINER,... `� LEAD PAN (LEAD SLEEVE - I CAP SHEET AS NOTED) \ /r s Q a iv / SHEET :.S HOTBED, CONTRACTOR OPTION) SYSTEM - SEE FLASHING - SEE 3" 3 FIBROUS CANT FLASHING SEE �� BUILT-UP ROOF I I I - SURFACE MEMBRANE �4P LAP CEMENT OMERIC SYSTEM - SFE a INTERMEDIATE MEMBRANE-� REINFORCING I \ \ LAP LA LAP �rI MEMBRANE \ ` _ - BASE MEMBRANE ELASTOMERIC ITEM FLANGE SET IN - _ G N i Lu MANUFACTURED CU HOT ASPHALT BETWEEN ALL MASTIC ROOF o WITH NAILER - SEE PL '- - SURFACE - \ NOTE: ALL PIPE PENETRATIOr,3 TO NCTE- ALL PI`E 1"ENETR4TION5 O RECEIVE INSECT/DEBR 3 SCREEN E''1BRANES W RECEIVE INSECT/DEBR!S SCREEN 6 CUfiRB LA S� 1N� 7 1"f `-15fRA ;.E FL 4S� ING 8 f ENET�,4T 1 ON C0�L 4� 7 �=NE TRol) ! ON FL,4S� iNG lu �?t'lEENETRATION 5 � > A6.3 3" - 1'-0" A6.3 1 1/2" 1'-0" A6.3 3" - 1'-0" A6.3 1 Vl • 1'-0" A8.3 �" • I'-0" - ASPHALT SHINGLE ROOF SYSTEM ON ASPHALT SHINGLE RIDGE CAF - VENTILATED NAILABLE INPpJLATIONe ` FASTEN WITH 2j" RCX)FING NAILS METAL STUD WALL FRAME IUITH BATT ASPHALT SHINGLE MECHANICAL HOOD UNpERLAYMENT - LAP FLASHING 6 FIRE RATED BLOCKING- �- MANUFACTURER BREAT�IABLE 24 GAUGE PREFINISHED ? ��- INSULATION ROOF: SYSTEM-- VERIFY SIZE AND OPENIvG - SWEET METAL VALLEY FLASHING - MEMBRANE STORM COLLAR GUTTER. ,/I PREFfNlS+-+ED SHEET METAL GOUNTERFLASHING REQUIREMENTS REFER T;, ALIGN BLOCKING WITH FOR ADDIT;ONAL r I ��- tv'Ta~ NEOPRENE WAS:4ERED SCREWS AT 18" ON 6" END LAP MINIMUM FURRING iO MAINTAIN CORRUGATED VENT SYSTEM DOWNSPOUT STRAINER- I � INFORI"g4TION SEE 6 t CENTER Q MECHANICAL ROOF UNDERLAYMENT - VENT 4° e\ > ROOF UNDER-AYMENT ��_ ��-y S:IEATHn�, W!?H MOISTURE BARRIER CONTINUOUS FROM DECK /-GALVANIZED SHEET METALv: GALVANIZED ROOFING HOUSIWs - MINIMIZE HEIGHT FLA5#4ING SEE/109 I ICE/WATER MEMBRANE NAILS A " ON CENTER \ PRr'�F'N15HEL F.SG.A FIRE-RETARDENT TREATED PROJECTION. CLEANSE, 5. ` l I �-FL 4�++'IryG PLYWOOC 5HEATHING / PRIME AND PAINT. BUR BASE MEMBRANE / CONTINUOUS PREFINISHED SHEET EXTEND 12" UNDER � �� 054-41W-zLE RCCF / \ I / METAL FLASHING 8•, N. 8" MiN. y -- ` NOTE ... I i F I � MEMBRANE FLASHING HORIZONTAL GUTTER JOINTS i I t 6-0rEr' - SEEEa.) �-: � / SHALL HAVE (3)BEADS OF GYPSUM BOARD \ _ I ASSEMBLIES WITH �_SEALANT GONTNUOUS AT �- � \ , JOINT GIRTH AND JOINT - �-� CONTINUOUS WPOP RIVETED ITH PREFSHED ETHER i EXPANSION JOINT ~-- STAIINLESS STEEL POPE n.I RIVETS - MIN. (41 1 �.- --- ---_ NAIL BASE RIGID ROOF SYPOPEUTTERJ"-I' t - / Z15ll EDGE FOLD FOR-- �---HEMMED EDGE INSULATION 1F'.00F UUNDERLAYMENT CLEAT INSTALLATION Fill OCKING FIRE-RETARDENT PREFINISHED 24 GROOF SYSTEM - SEE 6. __/ METAL ROOF DE - ^----- TREATED 1X4 DOWNSPOUT _ 3},r�rr I CLE"TS AT 12" ON �(� SOCKING - MAINTAIN RECTANGI.;_--•4 1ISSEGA NT GALVANIZED A7E IZED I SEN ER - (2)MINIMUM METAL STUD CRICKET FRAMING „ �00D FLA15 -� INC� ,2 VALLEY FLA5� 1 ` 13 FRIDGE VENT 14 AUT 1 ,s FL>45� 1NC� D4.- A6.3 11/2" ■ I'-C" PREFINIe44ED METAL A8.3 3" - 1'-0" A6.3 3" - 1'-0" A6.3 3" ■ 1'-0" A6.3 i i/2" - 1'-0" FILE-RETARDENT TREATEC GUTTER WITH 18 GA BENT I -PREFINISHED SHEET METAL ICE/LLATER ME'lEIRANE --- A 2X8 FASCIA BOARD - - PREFIN164ED SHEET METAL 1 SATE SCBE 14 %J , .,. I jut COUNTERFLASHItl WITH NEOPRENE COPING WITH CONTINUOUS CLIP. PRERN151»ED _0 - SCREW ATTACH AT I. ON li � �� FASTEN CLIP AT 12" ON CENTER SAWCUT REGLET AND SEAL 6 " TYPICAL MASONRY WALL WASH'ERED $CREWS AT 24" ON CENTER - ASPHA T SHINGLE ROOF - t-1ETAL FLASHING WITH CENTER, STAGGERED FROM BELOW-- 'J c' SEE I1 RED l--R WS A- E" COPING �- CONTINUOUS PREFINISHED SHEET METAL 1 HEMMED EDGE 6"/20 GA METAL STUD r--- ASPHALT SHINGLE ROCF \ I REGLET FLASHING 6. EXTEND BUILDING / 1 I SHEET METAL. FLASHING - FASTEN FRAMING AT 16" ON CENTER 1" - PREFINISHED SHEET METAL STEP FLASHING ff 7" PAPER FROM ROOF EXTEND BUILDING e S.r WITH Ij" ROOFING NAILS OVER SLCi� f- ICE/WATER MEMBRANE 2 r PAPER FROM ROOF �" FIRE•RETARpENT PLYWOOD. '44 p -- MANLFAC.TURER BREATHABLE y` � -- ��_` MEMJ�RANE STORM COLLAR - --- - ASPHALT SHINGLE ROOF COMPOSITION SHINGLE CAP - ~ SET UV FULL ADHESIVE MASTIC I , , \ I -- - - ---- IRIDGEL.IN -� -- CORRUGATED VENT SYSTEM ASPHALT SHINGLE ROOF I i y I I r \ - IGE/WATER MEMBRANE -NEOPRENE WA�IERED ELLI( NEOPRENE WAy'IEREa \ �.- FIRE-RETAROENT TRRE_TED f �� N - STAINLESS STEEL FASTENERS -- ASSOCIATES PAINT ALL_ EXPOSED STEEL-� , FASTENERS AT 18" ON �� ,\ CENTER - MATCH 2x RIPPED TC FIT AT 18" ON CENTER TYPICAL - - - i ��_. _ = I I ARCHITECTS P.C. DECK, TYPIGAL ` PANEL -- _. 1" �-FIRE-RETARDENT 1REATEp ] dk5 BENT PLATE, 19 r�; = I I i' FIRE-RETARDENT TREATED - 1"• VENT HOLES AT EVERY 2X8 FASCIA BOARD - rr - -- �- - GALVANIZED. WELD TO "� -` THIRD TOP FLUTE - INSTALZ i SGI W ATTACH At 11" ON ROOF DECK -`- s � _ PLYWOOD SHEATHING \ 1 I I I STEEL DECK - PAINT WHERE EXPOSED 1230 8W First Ave., f300 WIRE MESH F311G SCREEN ALIGN BLOC..KING l I _ -__� I SHEATHING WITH MOISTURE Portland, Oregon 07204 1- CENTER, STAGGERED BEAM AT SIMILAR - PAINT BARRIER I I GALvANIZED DECK STRAPPING AT NAILE:RS Ph.: (603) 223-®4'83 ABOVE DECKING WITH FURRING TO a MAINTAIN VENT ~_' I I \ Fax: (603) 204-0827 BEAM BEYOND A, SIMILAR----/ � NEOP,MNE WASHERED �--- OPEN-WEB STEEL JOIST I-- ICEiWATER MEMBRANE I - GEME'NTITIOUS FIBER SIDING t`` I COMPRESSIBLE INSULATIC*A At SEISMIC JOINT - PAINT FG6TENERS AT 24" ON kPER STRUCTURAL- (NO) AT I I OVCR MOISTURE BARRIER PREFONISHED SHEET METAL \ CENTER • TiATCW PANEL SIMILAR) - PAINT BENT PLATE PER �- BENT PLATE: PER - LOCATION DOWNSPOUT WITH WIRE -STEEL SECTION PER StRUCT.:RAL----- C• StFX1CTURAL GLOTI-I DEBRIS SCREEN \ STEEL SECTION PER I II r -PRE•FI ERFLA SHEET METAL STEEL LEDGER PER STRUCTURAL - PAINT STRUCTURAL - PAINT STRUCTURAL - PAIN? STEEL BEAT' PER �' 2x•c• FIRE-RETAFiDENT TREATED I WA, RFLASREW WITH NEOPRENE - MASONRY WALL - SEE WALL TYPES /� \ / I - -- ANGLE: VERTICALS ON JOIST STRUC TURAL-- 1 51-0 -,KING SUF'FOR� WAflHERED SCREWS AT 18" ON 16 S A Y E F L,45� 1 N 17 fRAKE F L 45� 1 NL:; WHERE OCCURS - PAINi 16 CENTER fi='��T DST �:� ,� fi .�,i2r4��T r0�-'1NC� �r, E.r.��E DETAIL A6.3 1 I.7" ■ I'-D" A6.3 1112' - I'-0 -- HvAC UNIT A6.3 1 Ir I'-0" -� " HVAC UNIT A6 3 3" I'-0" - ED L--NEE? AF : f t/1" I'-0' A(. iiFIRE RETARDENT N4ILER -REMETAL FLASHING WITH EXTER!CR '11ALL FINISH - REFER *O ALUMINUM FRAME SKYLIGHT --- TREATED FIRE FAS ARpeN1 NEOPRENE WABHEr ED j ELEVATIONS (r I• STRIP TREATED 2X FASCIA FASTENERS AT !9" ON - - -- L II STAINLESS STEEL SCREW BOARD - SCREW ATTACH ' -?" CENTER - MATCH PANEL WITH INSULATED GLAZING 1 -F 3� I AND NEOPRENE W45HER AT 12" ON CENTER / /�� 'XI" PREFINI5HED STRAPS AT / - ---- PREFINIGI••IED SHEET METAL MANUFACTURED--- L' �� CORRUGATED VENT 8'- F 1 - r II AT 2d" ON CENTER MAY STAGGERED- --- _ - SYSTEM 1" 8'-0" ON CENTER MtJ(li 0.A I - I i�UU i" 87AIh1l-E:SS STEEL---- L•�°W-a NG GOUNTEI�LAS:LNG � CURB M�+TGH DOWNSPOUT COLOR r _ FA�3TENER6 AT 12" ON - EXTEND TO PERIMETER II CENTER PER ANGLE BELOW - _ ? +rrt UNDERLAY TIENT + I PREFINISI••IEU 26 GAUJGE - jNALT SHINGLE ROOF MANUFACTURER -- / �j COUNTERFLAgHING WITH ttCC la£MH£D EDGES I � PREFINISHED SHEET METAL 6"'20 GA i• 4L S*"D ~ BENT PLATE 'Y*"x4" AT � AL(G STEP FLA6HING---- FRAMING AT 16" ON CENTER 4'-0" ON CENTER RIGID INSULATION F,48N TOB , -WITH BATT IN9USLL,TION _ 1 o Al oNr!� EACH SIpE� �4 ql O•_ k DATE: FEBRUARY 2005 ca Z a /i--FLASHING - 5££� -- - - FIRE SHED 14 GAIXsE "�E DOWNSPOUT JOB NO.: 0208.00 ul ~ -- - LAP BUILDING PAPER FROM ` w r- BUILT-UP ROOF z BUILT-UP ROOF _ v1 \ -�.., DRAWN BY: Jrp p �- ROOF a SY81f"1 - SEE® k c_ Q SYSTEM - SEE "'kkk `L � CHECKED BY: rhe PREFINI5HED SHEET- / \ REVISIONS: '!c MFT AL CLIP - FASTEN ICE/WATER MEMBRANE/i ---- INVERT L.E A TIERS WHERE -- -- j �V P0S31BL.E AT EXPOSED _ - (2)912x2" 9CREILJB (2' y' AT I?" ON CENTER - - =�-- - r - FIRE-RETARDENT --/ j AREAS CONGFETE SLAB AND I GAGE) __-_---- -- - MANUFACTURER � METAL DECKING UP ro � __ tRQ£At[D 2X91 NAILER _- - \ ��---- RIVET AT 11" ON CENTER TO PENETRATIONS - _ - --- - - - - - - - - MEMBRANE _. - FIBROUS CANT ., - L -.� STORM ARE - r - -- - - - - -. - W F .W43E PER- FILE. 0 3X - IDE �If / / BTRSICTURAL - PAINT SECURE FOL DEC) STRAP WITH i 2- � � 0 �`t"' A- 3X3Xj" STEEL_ ANGLE - d" FIBROUS CAN1 l EXPOSED SIDES ALIGN BLOCKING WITH RIVETS, TYPICAL �.- ASr'NAL_t SHIN- rLE ROOF SUFPF"T .41 EDGE OF I DECK BEYOND---- -FIRE-fa'tTARDENT T,.EAtED 1k - --- Or'ENIi•IG - PAINT '1' LEv£LING BLOCKING FURRING TO MAINTAIN VENT Q - kI" PREFINISHED MOl1NTINC: - STRAP MATCH DOWNSPC_'' EXTERIOR DETAILS NOTE � L 6x�Cx " (LUV) AT --- _ ~ FOR ADDITIONAL - - -OPEN WEB J013T LOC AT D ------- FIRE-IeETA14pENT TREATED to , SHORT SIDES / DIRECTLY BEIIEATH NEW 2x4 BLOCKING SUPPORT COLOR ROOF -- STEEL F2(�Cz DECK - PAR;'r INFORMATION SEE / CURS ALONG LONG SIDES. --- CEMENTIiiOUS SIDING ` _ OVER�1015TUR)= SECURE MOUNTING SCRAP WITH (2) cn (�j�1� I I UNIT I I Q * I �/1 /33/1I6IV /� I �`I I j� I ) /� BARRIER ) /'�I I hI I I C COLOR CODED GALVANIZED 21 �./I\ r (� T 22 TW L.tl V 1 T �1�1 JJ 11-V 23 /�T-Tt�il.i�T �'eN l.#N 1 T l.�U'I '�� - 24 �1 D L-� r`-'t I 25 D L/w' `UJ 01.IT HJT i w AB.J I V1" I'-0" A6.3 I I/'1" 1'-0' __._ A6.3 1 1/2" I'-c" A6.3 1 1/2' - 1'-0" A6.3 3" 1'-0" f!" c A6m LEGIBILITY STRIP m _ _ 01 i �HI syt l�►11 ,�,J��"L ,�.II,L�J�,i.�1 ,1�,t�J.�l�lljt�rl�ll�ik�.�,�� .u.,�1,�1,.��1 h.A 1.,;ll.,a ii. � ._5 . A y� .. ,,y, . yµy,�y��,,y,y.� qy�.��p �,y� �,.�y.�� Jew evlF x r.. 'MR!R.T',,. .,9Y,_v".,",""rIL"f'P"f, -".A•,Y.�' ! F- VP"'„ r�,^r`+ .'IV:_ q.i.r"Oi` rirtrl#', i 'T'{.^T ••1J ••f ' �i . I .,�r:1+.f . v..r.N4Y.N^v:,M-•71'.",r .....,.-1 • ., � . fi ,1 t Q �� , � �'•.�.� � d--. a -... � .. �`"'4 W:. �� r.., �.1� T"�"� . 1 5AUC UT FEGLET PARALLEL TO SLOPE ,AND METAL STUD, WALL FRAME WITH BATT SAWC:�UT REGLET AND SEAL -- PAR,:.PEr BEl Ot,iD - SEE f SEAL INSULATION CONTINUOUS I EFINI5HED SWEET METAL FIRE-RETARDENT TREATED- ti+ LCR OF PARAPET - SEEe / GEMENTITIOUS FIBER SIDING REGLET FLASHIWa 2X10 NAILER 6. �" FIRE-R'LTARDENT TREATED PLYWOOD '--- SHEET METAL SCUPPER PAN NEOPRENE WASHERED B S. SCREWS AT- SUBSTRATE SHEATHING WITH MOISTURE BARRIER FIRE-RETARL�ENT TREATED 2x10 NAILER- FINISHtD SHEE7 METAL F�1lEFINIBFIED EXI"A1810N GRAVEL STOP Ib" ON CENTER NTERFLASHING OVER BUILDING-- CONTINUOUS PREFINISHED SHEET METAL P2EF1N15HED ExFAN510ty FLASHII,bG FLA6NIP1CsERREGLET FLASHING FIIQE-RETARDENT TREATED PLYWOOD INISHED SHEET METAL SHEATHING Pr1EFIN15HED COUNTERFLAS"ING IA + 1 I � FIRE-RETARDENT TREATED--\ NTERFLA3NING r EMf3RANE FLASHING SYSTEM - 5EE 2X10 NAILER d -- CONTINUCU5 PRFFINISI•HEC SHEET MEt-iBRANE I I_A5H1NG SY5TEI-1 - MEMBRANE FLA6NINGBUILT-UP ROOF SYSTEM - SEEe -- PREFINISHED EXPANSION BRANE FLASHINGe. METAL FLASHINCs SEEe SY6Tgh1 - 6EEf j1 e SNEEY MErA� - - - -� +s. ® FLASHING Z I = r1EMBRANE FL ASHING 11I"I'.5TRAPP! 1G - MATC,I � SYSTEM - SEE z - CADUN ERFLAHIGDECK GAUGE BUIL.T-UP RCOF `.'r5TEr" - F- BUIL JF Fz:'. F COl1NTERFL.48HING- KET ti 5UE 5YST'EM - SFE / , MEMBRANE FLASHING - GYP IUM BOARD SYSTEM - SEE / - A58EM5LIE5 WITH - -� CONTINUOUS \ - ._.�----- EXPANSiON JOINT _ Z BUILT-UP ROOF--- � SYbTEM - SEEG \Till, , ^ -_ �-WIDE FLANGE BEAM PER - � STEEL DEG:iNG - PAINT WHERE EXPOSED STRUCTURAL , �- - - GAL V,'riNIZEC STRAPPING - MATCH DECK b" METAL STUDS AT 16" ON C'' sf GALVANIZED STRAPPING - MATCH DECK GALVANIZED STRAPPIMCs - MATCH CENTER WITH PLYWOOD EACH SIDE FIRE-SIETARDENT TREATED 2x BLOCKINGGAUGE DECK GAUGE r BUILT-UP ROOF SYSTEM SEEe FIRE-RETAIRD£NT TREATED 2X BLOCKING --- FIRE-RETARDENT TREATED 2 WIDE FLANGE BEAM PER ` STEE_ r_EL�GER PER STRUCTURAL - PAINT eBLOCKING GALVANIZED STRAPPING - MATCH STRUCTURAL FILL VOID WITH BATT INSULATION, TYPICAL. DECK GAUGE FILL VOID WITH BATT INSULATION, �-- MA60NRY WALL - SEE PLANS - MASONRY WALL - SEE PLANE- - TYPICAL FIRE-RETARDENT TREATED 2X BLOCKING F� �45 INc D T I C 2 F1�,4�,4—� 11�1C� D�T>�, I � 3 E Xi=r4N� l ON F��4S� INS 4 TfRANE3 IT ION 5CUfi:E� sE/�AN510N FL,4S� LNG � A6.4 -- 6" METAL STLGS AT I6'' ON CENTER W!7W EA'T -- PREFIN15HEU SHEET METAL COUNTEF�L.A5WING 5AWGUT REGLET AND SEAL. - PARALLEL NEOPRENE WASHERS - WAgHF�p--- - INSULATION TO MINIMUM 18" ABOVE BEAM IL—,—L WITH NEOPRENEWA5HERED FASTENERS AT 24" TO ROOF 5LOPc FASTENERS AT 11" Or+ CEN'ER - FIRE-RETARDENT TREATED FASOTENERS AT 12" ON CENTER FIRE-RETARDEhIT TREATED 2x8 PREFINIO"ED °,:4EET METAL COUNTERFLA.S"'N.{G ON CENTER CON?INUOUh PREF'NISHED SHEET METAL2x8 FASCIA 50APW -FASCIA BOARD E BUILT-UP ROOF SYSTEM - �� _ BUILT-UP ROOF SYSTEM \',:;NTH NEOPF:ENE WA&NERED FASTENERS AT 24" - �" FIRE-RETARpENT TREa,-ED PLi'WOOU REGL_T FLASHIN�a — SEE PREFINISHED SHEET METAL - PREFINISHED SHEET METAL COUNTERFLASHING �7VER ON CFNT>=iz SHEATHING FIRE_RETARDENT TR=ATFD 2X10 N4R \ 6. . B�I DL T£NC�s pA�PHR OAR �E � BUILDING PAPER J" FIRE-RETARDENT TREATED PLYWOODSHEATHING - CONTINUOUS PREFINI5WE. 5HEET MET.:,LPREFINISHED EXPANSION FLASHINGC:ONTINUOUS PREFINISHED SHEET METAL FLASHINGFLASHINGPREFINI5HED COUNTERFLAS"ING MEMBRANE FLASHING SYSTEM - 5EEBRANE GLa5WiNG SY5TE", SEE PREFINI&PEDSNEET METAL STEPFLASHING STEEL JOIST PERSSTRLCTURALEL J015T � (BEAM AT SIM.) ASF'NALT S"iNGLE ROOF --,Z BUILT-UP ROOF STB.-EM - SEEQ \SYSTEM - SEE / 4"/10 GA MINIMUM STEEL STUDS 4"/10 GA MINIMUM STEEL STUDS ip 5 AT 24" ON CENTER ATTACH t0 �-NEOPRENE WASHERED AT 24" ON CENTER ATTACH TO - NEOPRENE WASHERED SIDE OF TOP AND BOTTOM I FASTENERS AT 24" ON CENTER SIDE OF TOP AND BOTTOM FASTENERS AT 24" ON CENTER - -- CHORD OF JOIST. 3_�c CHORD OF JOIST. Q U 'n m SUSPENDED FRAMING CHANNE�5 �AT 24" ON CENTER - SEE 8/A61 SUSPENDED FII AMINE- -C-UILT-Uf= ROOF SYSTEM - SEEe l- -� CHANNELS AT 24" ON 6. ------- SWEET MEAL STRAPPING - MATCH DECK GALVANIZED STRAPPING - MATCH STEEL-1 ALUMINUM BRAKE SHAPE CENTER --ALUMINUM BRAKE SN,APE FASCIA GAUGE - bi METAL 5TUDg AT 16" ON CENTER WITH BATT DECKING GAUGE FASCIA PANEL PALL IN5JLA,ION TO MINIMUM 18" ABOVE BEAM I - - --SHEATHING WIT" MOISTURE BARRIER FIRE-RETARDENT TREATED 2X IMLOCKI _T - PLYWOOD SHEATHING FILL VOID WITH BATT INSULATION, TYPICAL PREFINISHED SWEET METAL AREF!NISH£D SHEET METAL DRIP ---- ------- ---- CEMENTITIOl1S LIBER OVER MOISTURE ----- -__ r_1 METAL SOFFIT PANEL -- DRIP FLASHING METAL FIT PANEL - - r-'ASHING BARRIER 5ARRIERI0US BER &I✓tiG OVER MOISTURE MASONRY WALL - SEE PLANS - 6 F�.)43+-4INC� DETAIL � FLAS>� INC� DET,41L. a AXI='�4N5ION FL�45� iN� 9 C,4NCfi=��' NOiRT� F4SC1 �4 ,t. C�'�NO��' E�4ST i��.�G A6,4 Icy" I'-0" A6.4 I►g" • 1'-0" A6.4 I�;" I'-0" A6.4 Icy^ 1'-0" - FIRE-RETARDENT TREATED FASCIA ALUMINUM FRAME SKYLIGHT--,, - ------PREFINISHED SHEET METAL BOARD AND FLASHING - SEE WITH INSULATED GLAZING --- PREFINI5HED SHEET METAL - ALUMINUM FRAME SKYLIGHT WIT#- CAPING WITH CONTINUOUS CLIP. TYPICAL iT GOUNTERFLASHING - EXTEND TO = _ INSULATED GLAZING FASTEN CLIP AT 12" ON CENTER e PREFINISHED SHEET METAL ` PERI"ETER ANGLE BELOW CRICKET -� PREFINISHED SFIEET METAL--� MANUFACTURER BREATHABLE c_i;oc -- ASPHALT SHINGLE ROOF ._ / COUNTEWLASNING - MEMBRANE STORM COLLAR - --j L 6"/20 GA METAL STUD FRAMING -1v ALUMINUM FRAME SKYLIGHT EXTEND ?O PERIMETER -- -- -- ` _ T Ib" ON CENTER WITH BATT INSULATION ANGLE BELOW SHEET METAL FLASHING - FASTEN ` WITH INliULATED GLAZING F'QEFIN15i-iE:D SWEET METAL FLASHING -_ -- I WITH 2j" ROOFING NAILS #" STAINLESS STEEL I COUNERFLASHING - EXTEND TO MOISTURE BARRIER 6"/20 GA METAL STUD FASTENERS AT 12" ON� PERIMETER 404GLE BELOW FRAMING AT 16" ON CORRUGATED VENT SYSTEM ;f CENTER PER m / _-_- CENTER WITH BATT 2X4 FIRE-RETARDENT TREATED MANUFACTURER RIVET AT 12" ON CENTER INSULATION BLOCKING SUPPORT ASPHL:T SHINGLE ROOF , S�PiFASHING ET METAL 6"x10�C; METAL STUD TT MING AT �- SHEATHING WITH- 16" ON GRNTER WITH BATT INSULATION • • MOISTURE BARRIER CE/WATER MEMBRANE t 03 �•_`` _ H' �-ASPHALT SHINGLE ROOF `- / i -�'�- NEOPRENE STEEL �I LAP BUILDING PAPER FROM ROOF FIRE-�2ETARDf=NT TREATED '1X. RIPPED TO �_ �- FIT 1 Q; \ \\--FIRE 18" CN CENTER TYPICAL / 4X5 BENT PLATE 18 GA GALVANIZED.WELD e ++ 3X3Xj" STEEL ANGLE SUPPORT • �' \ FIRE-RETARL'GNT TREATED 2X - - - _ / INVERT FASTENERS WHERE POSSIBLE TO ROOF DECK FIRE-RETARDENT AT EDGE OF OPENING - PAINT MASONRY WALL PER NAILER WITH AN•'CHORS AT 32" AT EXPOSED AREAS TREATED NAILERS +_ PLANS WITH ON CENTER 4" METAL STUDS AZIW("O�N- CONTINUOUS WELD _ \ MOISTURE BARRIER - LAP TOP MASONRY WALL PER PLAIT+ PLATE AND NONSIIRINK METAL ROOF DECK - PAINT WHERE RIVET AT 12" ON CENTER CENTER - BREAK OF WALLMAiLER , _ BEND AT TRANSITION. GROUT VISIBLE &GREW MEND AT LAPPED � GYPSUM BOARD ASSEMBLIES ACOUSTICAL SEALANT GEMENTITIOUS FIBER SIDING 411 FLANGES / WITH METAL. CORNER BEADS, ON METAL FURRING CHANNEL SPHALt SHINGLE ROOF TYPICAL SAFING INSULATION AT METAL (� �/I /',f� -�- /� DECK VOIDS, TYPICAL /\ /� /� j� 1, fR /� j/ ( ! Jam' r l 4 /� 13 5I` I L I G T4 T D E T A I 1 a !-4 R,4 F E T C-O I I NG PAINT EDGE BEAD AT VEAL - , 4<E D E T)4 r 1- 12 �i�� I l T-I T D T lit I 3x3Xi" STEEL ANGLE A6.4 I►y" 1'-0" A6.4 iV21, " 1'-0" !l9" I'-0" A6.4 3" - 1'-E'" SUPPORT AT EDGE OF OPENING - PAIN? NEOPRENE WASI-IERED----- - - R� '`F HATCH FASTENERS AT 12" ON CENTER ---- FIRE-RETARDENT TREATED 2x8 COPIWI WITH SHEET METAL FIRE RETARDENT NAILER \ FASCIA BOARD COPING WITH CONTINUOUS CLIP. BULLY-UF' ROOF SYSTEM - FASTEN CLIP AT 12" ON CENTER STRIP ALJMINUM FR,4ME 5KYLiGHT- STAINLESS STEEL SCREW i--PREFINISHED SHEET METAL WITH INSULATED GLAZING SEE® j `_ ' COUNTERFLASHING OVER �` MANUFACTURED ISPED SWEET METAL s. -- > v ARB — AT24ONEOPRENE CEENTER MAX. GYPSUM BOAS ASSEMBLIES WITH BUILDING PAPER METAL CORNER BEADS, TYPICAL F�NNG GOUN EFF AS"ING �' -- -- - --- _ _- - -_ _ \ '` ----- ---- --- -- PREF!NISHED 26 GAUGE 1 4" METAL STUDS AT 24" ON CENTER PREFINISHED SHEET METAL -- _= � I � I GO'JN?ERF�ASHING WITH � + + STEP FLASWINCi --- )' HEMMED EDGES _ ASPHALT SHINGLE ROOF r-- 6"120 GA METAL STUD VRAMING \• RIGID INSULATION AT 16" ON CENTER WITH BATT I; BENT PLATE FLASHING - SEE ) INSULA ION i I � n5 4" METAL STUD �I/1CsONAI- BRACE AT ,,� / 13 -4 - S�CTURE TER - BACK t0 BUILT UP R ( I _NEOPRENE WASHERED z BUILT-UP ROOF qpj FLUS° ESUOF AT SIMILAR - / /--- MOISTURE BARRIER 4"/20 GA MINIMt�,`1 STEEL STUDS ! FASTENERS AT 24" ON CENTER pO SYSTEM - 8£E ASSOCIATES e V / AT 24" ON CENTER -- -� I NEOPRENE WAS"ERED e C STEEL SECTION PER STR.ICTURaL STA;NLESB STEEL FASTENERS Q __! I AT 18' ✓moi CENTER, TT PIGAL - SU6PENDED ACOUSTICAL ARCHITECTS L .G. _ I l2)012x2' SCREWS (2' CEILING SYSTEM SUSPENDED FRA�iING FIRE-RETARDENT TREATED 2X GAGE) 1230 8W Flat Ave., 1300 - ��--- EXTERIOR SHEATHING WiTN CHANNELS AT 24' ON NAILER WITH ANCHORS AT 32" Portland, Oregon 07204 } MOISTURE BARR!�'R CENTER � J � ON CENTER _- -- _ - N-- _ _ Ph.: t603D 223-5653 - - d„ - --__- ------_ '`-------MONS?URE BARRIER - LAP TOP � ----FIBROUS CANT Fax: (1503) 224-0827 �. ALUMINUM BRAKE SHAPE FASCIA I i + �- � ----� - � OF WALL/NAILER ,�-- -- -- METAL STUD CLIP TO PANEL --- - FREFINISHED SHEET METAL DRIP COUNERFLASHPREFINISPED WEEET METAL \\ FIRE- IW_% 5LOC TREATED 2X PERIMETER STEEL_ ANGLE AT INiG \ F r E-- ----- ----COUNT RY WALL PER PLANS I LEVELING BLOCKINCs EACH STUD 3X3X}" STEEL ANGLE SUPPORT METAL SOFFIT PANEL Yc-- A7 EDGE OF OPENING - PAINT - 3X3x ' STEEL ANGLE SUPPORT FLASHINr� AT EDGE OF OPENING - PAINT /+ /� j��/ III (� �_- /��/---- MASONRY COLUMN BEYOND /� /� �/� / - g'.JD WALL PER PLANS AT SIMILAR (�j� \`- -- ASSEMBLIES ?O ROOF ti �•ANOI I WE ��'-41\� 18 �t'tf RAFET uO�IN� Qcu 19 ROOF 1'--4�GE55 �4TC� 205<TL I��T � FOR I-HOUR ENVELOPE A6.4 11/2 ■ 1-0 A6.4 1 1/2" - 1'-0" - COPING - 5EE A6.4 11/! - I -0"4" METAL- STUD DIAGONALBRACE AT 48" ON CENTER - - 24 GUAGE g"EET r tETPPE _ �� PRAM WITH SCREEN, ul BOX AND OUTLET TUBC- BACK TO STRUCTURE.FIRE SEAL COUNTINUOU& ONE PIECE LEAD PAN PENETRATION. - 18 GA. REINFORCING !. I Q \ I ALL AROUND 11 ROOF DRAIN WITH SCREEN SEALANT AROUND _-_,- - _ 4 - I'-4 MIN. k' FLOW-,E TRIM - - - - - - REINFORCED FLA8HING SEr IN -- - ., - PREFINISNED 9NEE I METAL COUNTERFLASHING � E 2" WATER DAM AT SIMILAR UIITW NEOPRENE WASHERED FASTENERS AT 24' \` - - - - j E, 1-6' 1" ADHESIVE Or ROOF _ LAP COMPOSITION SHINGLE PIECE LEAD PAN + I Gxl CENTER 11„ '�; MIN ROOFING-3 RAIN REIM�jRCED FL_ABHMG SET IN CONTINUOUS PREFINI5HED SHEET METAL - FLASHING _ ADHESIVE `-- GYPSUM BOARD ASSEMBLIES HEMMED EDGES - 1w" DATE: FEBRUARY 2005 �" FIRE-RETARDENT TREATED PL.YWOOr� TYPICAL AT JOB NO.: 0208.00 WITH METAL _:ORNER BEADS, m TYPICAL MEMBRANE FLASHING SYSTEM - SEE CONTINUOUS SEALANT- I I SCUPPER BOX , J II '�"�O DRAWN BY: jrp ` L_� 1-HOUR RATED INTERMEDIATE 24 GUAGE STAINLESS STEEL CHECKED BY: rha CEILING PER PLANS 6.BUILT-UP ROOF SYSTEM - SEE I SCUPPER LINER WITId 4 POUND REVISIONS: E e I LEAD FLANGES AROUND 8"X8" GALVANIZED SHEET METAL S ILAR SCUPPER / ROOF`llNrs EXTEND 12" UP _ ROOF SYSTEM u - STEEL STRAINER / �- FIRE RETAPJENT TREATED ZX CONTINOUS SEALANT \ \ �-- ELOPED RIGID 114d1LATION - 13' 4AF U AT EDGES BLOCKING ))) THICKNESS VARIES, 1/2" MIN. -- Q ExTEND BASE SHEET MINIMUM - - - )) CL IV' UP ROOF SLOPE ( — STEEL DECKING FILE: 0208Q MXXD VE.dwg 1 � J. I 1 I� �� SLOPED RIGID INSULATION - 1 �z 1 _ J I THICKNES6 VARIES, lis" MIN `- - - -- C==y SEE ROOF PLAN-- -------- 1; 1 W SANDED A,.OUSTICAL \ V--- _ -- 244' STEEL ANGLE DECK SE-i_ANT ALL SIDES, ---� -- STEEL DECKING SUPPORT ■ R EXTERIOR DETAILS CEILING SYSTEM \ - YPIC-AL - ■ ■ ■ ROOF \ -- MASONRY WALL PER F'L.�`NS 6 -- 2><2x�" STEEL AN[sLE DECK REIPFORCED FLABHIPICs SUPPORT ROOF „Y&TEM- ONE PIECE LEAD PAN J 1 RE IWFC RCED FLASW!rr - -ROOF SYSTEM Ifs . &c'[ WALL TYPES ---- -- - �' F_.__ � ..___ DOU�I&POUT - SEEe � --CINE PIECE LEAD PAN DA454��r'�. IC-��—IT 22 FL.,�,S iN D T _I �. 21 5G'U 'fig f� 24 i200F DiR�41N 25 WOOF D ;SINi JI�!' 1'-0' A8.4 I" 1'-O" AR.4 1 I/1" 1'-0" A8.4 Icy" I'•¢I" A6.4 14y" 1'-0" • A6 , 4 J°.1 LEGIBILITY STRIP � 10 1 1 12 13 -a 1E; 17 H Q 2n ?1 ;72 23 24 i r 1 1 01 n F W)NI * l ' IO jaw ��LLJI�l,�il�,��L�ja�,iflr�hlLulll�-1 ��„lll��l.l![uhLi: itI:!LL�iAI'diddi!IIITatw&1�!II!;��!�.,i,i-LiI,;L I fi� it i .,.i .. ,:... .... ..i. :t.,• u i.Y ..5 u... 1. ..' t,it. �. •.1 - a� O w TACKBOARD LOCATION • ROOMS ��, 8214 a 0216 ONLY - SEE PLANS 0- LOCKING COAT HM FRAME • ROOMS CLOSET C211 1 02116 STROBE C:E;4TERED ON ALUMINUM FRAME (2) TYPICAL ! t WALL, VERIFY WITH AGENCY HAVING (NONE • ROOMS C211 a C212) JURISDICTION ff, - te,v I B.O. / IFFU" R i / 111 1 9'x4' 6'x4' 6'x4' 4'x4' 4'x4' 8'x4' '4'x4' W TA&WARO MARKER$OARD TACKbOARD -'�l "' 114 - n TACKdOARD TACK80ARD TAGK80ARD T ARD 1 - r �© CG �� \ * - TACKBOARD LOCATION • ROOMS C211 - �� 8214, D211 _ e C211 ONLY - SEE PLANS 114, 0112 RUBt'cR BASE - ----- COUNTERTOP WITH � 8214, 0112 __ _ TYP.:A!_ FINISHED END PANEL e t 8214 p,11 RUBBER BASE - TYPICAL - / RUBBER BASE G211, D216 - RUBBER BASE (3J ?ACKBOARD ONLY — C211, D216 - ! C211. D216 - TYPICAL PROJECTOR SCREEN ON WALL AND BAGICSPLASH ALUMINUM FRAME - E-- TYF;GAL a :u, � 94 - C 21- �"MIN STUDENT STORAC-sE OPPOSITE • ROOMS G2i1 a 0212 - OPPOSITE OPPOSITE BRACKETS ®G211, D216 - UNITS e t SEE PLANS TACKBOARD LOCATION • OPPOSITE ROOMS C211 e 0212 ONLY - SEE CL A55fR001-1 3214 / G212 ( CL,455 001"15 6211 / D 21 c_ - OFF051 TE ) PLANS 01 A7.7 1/4" I'- 6' HVAC. GRILLE/DIFFUSER - SEE MECHANICAL FRAMED SOFFIT/FASCIA WITH GYPSUM BOARD FINISH \ _ �i -HOLLOW METAL FRAME - PAINT P3 EQ EQ �.� CONDUIT ROUGH - IN FOR MOTION- SENSOR - SEE ELECTRICALd 11 ROOM SIGNAGE - F—AI I 1 y m �: I tYP l'• — LEGEND ® P3 --- ® = PARIT: COLOR I -__ 3 \ YP. --RUBBER BASE - TYPICAL RUBBER BASE - TYPICAL PAINT: ACCENT 1 2 AGT 1 `,�1 T� 3109 3 N 0 T U5E D 4 NOT U5 D 1/4" . I'- O" A7.7 A7.7 STUDENT STORAGE 81 - HOLLOW METAL UNITS FRAME - PAINT P3 UPPER UNIT e t CONDUIT ROUGH - IN CONSTRUCTION �— CONSTRUCTION JOINT HOLLOW METAL-- FOR MOTION SENSOR 3_m" 3 6" dkd COUNTERTOP WITH JOINT FRAME - PAINT / FINISHED END PANEL a -�--_-_ - � ROOM SIGNAGE o I BACKSPLASH (2) 8.1 TYPICAL 1 - -HOLLOW METAL FRAME - P3 P10 PAINT YP. (3 r— 0 it / 1 =c --- - —/ 1 [1 IR t ..: .A,.�i• -� - - - -� -\- i P3 -CASEW'ORK CLOSUFE �_ CASEWORK CLOSURE RCOM---/ ® PANELS,UPPER a BASE RUBBER BASE - PANELS, UPPER a BASE SIGNAGE - ---- RUBBER BASE. -RUBBER BASE - TYPICAL ) - - -- TY PE�nL ? - - _ _. .._ _. - - -:I' TYPiCAI_ ROOM SIGNAGE B' UNITS (2)TYPICAL UNITS (2) tYPIGAL Ig• 3-m" ----- - - 3 - U4ITC- . d C ELLIS ESUCK 2 ACT I V I T)' 3109 (CONTINUED ) s >�GT (V 1 T�' 321 ' SSS®�I�`�E� A7.7 V4" 1'- m" A7.7 1/4" , ►'_ ARCHITECTS P.C. 1230 SW Forst Ave., 1300 Portland, Oregon 97204 Ph.: (603) 223-6963 Fax: (603) 294-0827 CONDUIT ROUGH - IN FOR MOTIL)N SENSOR - SEE ELECTRICAL ROOM SIGNAGE 1 -- FRAMED SOFFIT/FASCIA 111TH S 0 ST�'5� - FRAMED SOFFIT/FASCIA WITH GYPSUM BOARD FINISH UNITS GYPSUM BOARD FINISH 8.1 -- CONSTRUCTION UF'�'ER UNIT 9 t -- JOINT ---- C CONDUIT ROUGH - IN FOR MOTION SUSPENDED L1GHt FIXTURE - \ \ SENSOR SEE ELECTRICAL CONSTRUCTIONSUSPENDED To ELECTRICAL -HOLLOW METAL FRAME b �'1►/ COUNTER?OP WITH JOINT PAINT P3 * Lill FINISHED END PANEL 4 - P7 a BACK�SPLASH l7.) TYPIC AL - DATE: FEBRUARY 2006 1 - - •. / �. Ir,51 JOB NO.: 0208.00 C-- � - - - 7 C -- 7 - , �- -- -7 DRAWN BY: SKS H9 CHECKED- - - BY: SKS �A_ /.F, .i..4\A, ,liU, REVISIONS: ,4 q -CASEWORK CLOSURE RUBBER BASE CASEWORK CLOSURE -- ® FILE: 02080_7081E V'c.dwp �____ —ROOM SIGNAGE_ ---- �_-- ral�aER ensE - - PANELS,UPPER a BASE TYPICAL PANELS. UPPER a 13ASE V. FINISHED END P4NEL Q '--- HOLLCW METAL FRAME - TrPICAL PAINT , B' UNITE - (2)TYPICAL UNITS - (2)TYPICAL 8.. RUBBER BASE F 3 ROOM a!:-�NAGf-- 3'_m" j .Q � TYPIGAI. - - -- -—- - -- -- °r- ll - -- - - - - - INTERIOR ELEVATION8 z (8)UNITS • 4- r Lu SECTOR '8' A ♦^ SECTOR 'C' SGT i '�I T 1' 321 ( CONTINUED ) A7.7 V4" I'- C" A7 , 7 . •:.. .-�•.• '... ��. .. - '+',"-4b.,•.::e:wv,.GMMMO '11 IY� ��.o'X.' .:r..w,Ni4Y1.�M�'ILN�fl3*►Sig � 4u,:.�.A,•cNMiO'n9`.ta r�j�F�'.'iA'.�i< .:�:11n",�� .,x.,. 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NMM'. ; Ate' fir•. sv�,'�prfNY. ,t T, .L�Cx�ND STORAGE CM NET6 - TYPICA 8.1 �..Itir C-10-OR , 1-RETURN AIR DUCTUX-111 C AND GRILLE STORAGE CABINETS - -- j I SERVING GYM 15201 13EYOND - / TYPICAL ----STORAGE CABINETS - CONCEAL A GASEWCRK / � TYPICAL / Ht / t \ ` CENTER CA.BINETB FACE DOOR � F=I,t r 'I I „ „ _ I LER 4'- ILLER m 3' m 1 ® / ---- 4''m ® �1 .• - ® ® - — - - (2)UNITE 0 3'•V„ ® --7--- ® - - — t2)UNITS 3'- O" J RUBBER BASE RUBBER BASE - r f'IGAL T1'PIGA� x'1"1 STDfR,4C�E 520.4 CONTINUOUS PREFINISHEO SHEET METAL 0 25' FROM HORIZONTAL I — STEEL JOIST IN FOREGROUND \\r• / PAINT z — MASONRY WALL - MATCH EXTERIOR COUR51NG STRIKE CONCEALED STEEL BRACE FRAME-� - MORTAR JOINTS FLUSH a AREAS RE PER TO STRUCTURAL \\ OF WALL CARPET ALL'1INUM FRAME SYSTEM — WALL MOUNTED BACKBOARD i _ V4" GYPSUM BOARD REVEAL JOINT (RJ.) . - -_-- 6-61 � WINDOW CORNERS (in)TYPICAL i i per. ..� — ` 1 . _ ..'.'..'.'...�.'.'.'.',. SSSS... SSSS... 3 -a] •I!, `► — , :� ...,...... .,..,..... .........,. SSSS,. 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SEE ELECTRIC.;. — e VENTILATED BASE e WOOD FLOOR 1 875TEM - TYPICAL WALL PROTECTION PADS �- DIRECTIONAL SIGN46E WALL MOUNTED BACKBOARD - CARD READER VISUAL DISPLAY CARPET WALL WAINSCOT -SECURITY CARD READER - REFER / ,��T' /� I I f� j� TO ELECTRIC4L r 2 � I I I N l�"�t�I l�f� J�2 5G./ � TYPICAL 1/4" " 1'- 0" --- EXPOSED DUCTWORK, PAINT - CONCEALED STEEL BRACE ---� TYPICAL FRAME - SEE STRUCTURAL ;i ALUMINUM FRAME CLERESTORY CONTINUOUS "'.�cFirllSl-IED SHEET 114" GYPSUM BOARD REVEAL J WINDOWS (6) TYPICAL I ��METAL 0 25- FROM HORIZONTAL �JOINT (RJ.! w WINDOW / CORNERS (b) TYPICAL 1 OPEN WEB JOIST IN r FOREGROUI'JD - PAINT - �--WALL MOUNTED BAGKBCARD L I I / MASONRY WALL - MATCH EXTERIOR COURSING STRIKE MORTAR JOINTS FLUSH AREAS I I( " J OF WALL CARPET ASSOCIATES�0 Fc Ij,_4„ Q i0'-�„ TYPICAL 15'-8" b' d" 15'-8" - _ /`U ®C 10.-m., Q ,3 4. -2" b._8„ 3'-4" b,_b., ., 3 t EQUAL PANELS — - - - - — - _ ` - — - IC- — ice. i ICJ7.L'.'.'.'..' 1CJkL.'..'.'.'.'. _ 26EQUAL PICA LS ARCHITECTS P.C. •10 L' • ''••'•'•'• Adsf PSL','•'• IF' m ''.P�gNEL.'.'. I HL.•• _ — — - Ave., 300 1230 W First o 8 s d n 4 _ Portland. r 9720 Oregon.0 a � � 0 TY P CAL Ph.: 223-5083 1 .. (6031 e2 4- 7 F 082 Fax: (6031 29 ............. ......... ............. w 1 .......... ...............I .............. w ......... J6�1 {y� .......... ....... N N i — ......... ...........I............. ...... ......... .......... ........... . ............ .... w ....... ............ 'J ..., I6-O" _ _ _ ___ I• __ SSSS SSSS SSSS SSSS...SSSS.. SSSS.SSSS... ...,. SSSS. ' SSSS SSSS. A=qlc4L Ir------ - \ _ - _ -- � �Q SSSS.. .•1•°+LW�L'.:. -- ---- - — ��— ---- -- —. - .............. fl �.....' IGgL.. TICAL. ...,.,..,. P ...,.L ..'A9601�! ' '•PNafiL,'.'. : ... L,.. I ',. .P L � P 2 I A�391 ANE C w ....... ...... ... .. ..... a. .. ..•..•. .......... .... .. .. [ „ ,,, .,. r4 a1. ..•,SSSS 4 T7 G L T I .,SSSS ......,... ,� .......... .......... SSSS... ......... I b'-0" m" b' 1 I 4 H. 1 co /� 8. .......... . ... SSSS... .., SSSS SSSS.', ............ SSSS.. 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INTERIOR ELEVATIONS 1 MULTI URPOSE ROOM a : TYPICAL - SEE MECHANICAL -� 1 MASONRY PILASTER PER /�1 q' NOLL(7W METAL FRAME - PAINT - - STRUCTURAL cn 2 11'1ULTi PURPOSE 0201 ( CONTINUEt) ) _ w A7.9 V4" V- D" -- im A7 , 9 LEGIBILITY STRIP Cf"I I IOm—lcm I 2 3 a 5 0 7 g 10 I I 12 3 t 6 E o O 2 21 23 da 25 S 2' 2e '_ 3'J 1 It ..•� �.!�J��.ll.�.i�1�.111�J.11�!•�1�1.�.t�.l.h1 ��1L11L�111,�1.I,l�l�l�.I,�I�L�w,�1.�i11U1!�lak�l�.�•lla�.l. ��,L11�J.�..�.1�,1 • . . - ' .I�'V-M!ts+�Nl.' :vt�1�91�;'�Ml�i� 'MR!,+>WM'�'. •r�.. Ic �, t 4& �1 C/ —- CONLJIT ROUGH - IN FOR MOTION SENSOR - SEE ELECTRICAL CA HOLLOW METAL FRAME - PA!NTP3 /— CONSTRUCTION / CONSTRUCTION FRAMED FASCIA - PAINT 011 \� �J JOINT /i .JOINT - -- - - LLj LJ 001 it _J 0 --- -- HOLLOW METAL FRAME - PAINT PS —MASONRY WALL - MATCH - RUBBER E',AFE & TYPICAL. EXTERIOR GCAJRSIr�;; RDOM 516111446W L- w Alf z >4CT I V I T)' D1_03 W o A7.10 V4" . 1'- m" c� G� INS c' - — FRAMED FASCIA - PAINT s� ---- HYAC DIFFUSER - SEE Q� MECHANICAL �– �I C B.� �LPPER WIT CONSTRUCTION UPPER UNIT JOINT 9't EQUAL _ E AL /--STUDENT STC'4AGE UNITS I`I✓ 6 t ROOM SIGNAGE— - EGE ±OONSTRUCTION HOLLOW METAL FRAME - b° CONDUIT ROUGH - IN FOR MOTION PAUN'f: COLOR I PAINT SENSOR - SEE ELECTRICAL ROOM SIGNAGE 47 _ P11 of 3 - - - - VA I P3 PAINT: ACCENT 1 10 i L of 1.6 it sit L7 . cm r,.d.a I �`�1'\ RUBBER 6.:Sr. - ® �� RJBE'sER 15,-15E .—q.k!TERTOP AND BACKSPLASH —'TSu • _ ' - ✓ — ` TYPICAL TYPICAL 4 WITH FINISHED END PANEL - SEE 8.1 �\ _COUNTERTOP QND BACKSALASH STUDENT STORAGE UNITS - SEE --\ WITH FINISHED END PANEL - SEE 9 t at ACT I V I T-Ti 1,-) 103 (CONT I NUE D ) ---STUDENT STORAGE UNITS A 1.10 1/4" I'- 0" —�•� A3300 C�ATES ARCHITECTS P.C. 1230 SW First Ave., 1300 Portland, Oregon 87204 Ph.: (503) 223-9883 Fax: (503) 204-0827 De, �� 4 In DATE. — FEBRUARY 2005 JOB NO.: 0208.00 DRAWN BY: SKS CHECKED BY: SKS REVISIONS: - ---- FILE: 0=11_70EVE.dwp wINTERIOR ELFVATIONS SECTORS 'O' a NOT USED A7.10 .� w A7 , 10 q �� m LEGIBILITY STRIP - 2 3 4 5 E Ft g Io 12 3 14 5 1'7 Ie 19 20 21 21 3 25 26 e zs-- r ZI ii 01 o : Ql, �IiaU � ! 1! uJ>tl�hlLl�i ��1L1iJ�,� JII!�; ��i1��1�1i1��I�. 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UPPER UNIT ) P3 -- GON�TRUGT!ON " e t _ JOINT IGAL tF3801ZES !! 1!'L'••'• DPcRhN G PANEL P. 18L'•'•'• d: ROOM SIGNAGE - HOLLOW MET- F I *I FR.;ME - PA!',` V3 LE(;'tE D .......... a ED PAINT: COLOR 1 uu •--- >I�-3-m— ;r T" AC41.11 T P3 PAINT: ACCENT Aos. . ;10 00 J 1--= - 1/ 1! - 11 J �- w 11 11 lya __ ✓ta 11 _ c e of __M_ �- uo TACXZkUM AAA �\x a/c.. :. ,AA, :\:. ti., �,A�t. :/•:.. .LX Ll — 41 4� � I � � II LL 3'-C - W.0" COUNTER}'OP AND BAGKSPLA3H 4 (a)WITS•4'- m° ---- RUBBER' BASE - STUDENT STORAGE UNITS� �)UNITS• 4 p - --—-- - - -^--------- - —U►'F'ER UNIT a t �.i RUBBER BABE - W!TH FINISHED END PANEL - SEE et TYPICAL --RUBBER BASE COUNTERTOP AND BANEL SEEASW e _ _--RUBBER BASE - T _PICAL STUDENT StORl�CsE UNITS TYPICAL WITH FINISI-IED END PANEL - SEE a t TYPICAL 8.1 ACTI ` IT* r' D210 (CONTINUED ) 2 1�'iUSfG D2O8 A7.11 V4" V- ®" I I J J 1 J J J 3 -3 3 3 ARCHITECTS f P.C. Ul Q d) Q 4- N MASONRY WALL - MATCH - a O O O O O 0 EXTERIOR COURSING 1230— Portland.First 9720, O O O PIS.: (503) 223-8983 Fax: (503) 294-082' LIQ 0',? ww F _ W�F WIla 1 6'-S' TYPICAL (2)EQUALPANELb r2eE0IAFANELS (2)EQUALPANELS w ALUMINUM FRAME f tlGr tIC11 r--AGOL9TIct1� --- j .: tiC',✓tkL ,;:':';'; ACOU TICAL :: 000U�TIGAL TYPIC 9 .1'ARIEL, b PAt I A38ORD At4>EL Y ni AIdEOIEsd Ir:JIEi6L' I DI'ii�b PANEL l A7�L lyeleHL'•'•'• DIF=U,vRePA:NEL AEbldJR191N��AT1fiL a u, MAIN LEVE_ --- --- 1 I tY •0- 0 u e. n a e. , V - - - --- I t a f 4-- I_ } Y -_J -- - - - -- --- -- ........... -- - _ - - -- STAIR SYSTEM -- - - - - --� - -- -- -- v \ / \ / FOREGROUND -- _ _ ----- - -- - DATE: FEBRUARY-2005 P3 P1 M JOB NO.: _ 0208.00 w HOLLOW METAL _ - —_---------` '. I/'x4' 8'x4' A'x4' � P3 A'x4' E'x FRAME - PAINT YP r - DRAWN BY: SKS E� 1 CHEt,KED BY: SKS — — -- -- m = iL TAOClSOAFRp T ARO -- REVISIONS: TAG7C,80AlQD MARKS ARD TACY.D04RD y ,I u s r RUBS R 9A. - -- -- -- ,� .. TYPICAL �1171 O !O `� = 1 1 '1I0 \ H N Ln --------- LOCKING COAT - - ® PROJECTOR SCREEN CLOSET,© I� ---Rlld5ER BASE A OPPOSITE • SIMILAR - C:': I�1 1TPICAL Q� HORN / STROBE CENTEREC ON WALL, L FILE: OZ010=7081[ VE.dwg ON WALL BRACKETS ��'r --GOl1NTER")P AND BACKSPLASH vERVY WIT'1 AGENCY HAVING JURISDICTION - RUB6ER BABE - + RUMBER BABE- - 1•YPIC�.I_ -_�_._._, _-.-_.._ 18' m" 3'-O" (t� - - - ----- WITH FINI3HE.D END PANEL - SEE B.t TYPICAL t (G)UNITS • 3'- 0' �� INTERIUH ELEVATIONS SECTORS 'D' d -- ---- BAM UNIT AND �.^ MAIN CORRIDOR BACKSPLASH - SEE C I MU51C U2O8 (CONTINJED ) 3 1�i 4IN G Oil IDO � e A7.11 1/4" 1'- `" �- d7.11 I!4" ■ m �MM A7 . 11 i LEGIBILITY STRIP cm I, tt 0 I 3 a l 5 F 7 9 O 12 13 a 0 II7 18 19 20 21 22 23 24 25 26 2;' 20 29 30 " . 0 ,,, O mm.l Cm 7 MON ^L,I 1 1 OI � ' 17 1 11,�,�1„I,l�il�i�d�,►��„�1�!�.i»�ti�.t1.I,IJJ.�.'� J,I�!J�1.11i,at11�<.i�,�l��_��I.tI�W.��,�11�t�,�l��J.t ,itr~I�,�i.�,t��..III�.1111.J�.u.�ltJ,II.IuI.�,>�1,L,.1111�Ltl�,l►,ltl�,r�,�J�ltl�il��1ll,L , ._, ,. - - - .. v .. -.v r,, ., ,. 'aST,<-�>-�+�e»w.•+r;.,�:+44i}.x - •,�q�p; �M'�«•.�:Wwk�li�!�i�" �R�161bkiN ...... <., � ,. .«.« ...,..;:.: ...,....;. .,,,,,;,. ._., :-;.,. .,. . . '�.., _... - -.+r...a.+w••w+ .n".a.+.s,;,,..-. « _»w�xs. +armx�i.«.-. I •-a�kr�•xr. �wYF�. 'WI'+, IgAh*-�c�vpisr,,••.,..... �,..�,�_•«,�i�1�MWl1rw!"+.....••�wlw.�w.w».n......... ,,,.a...,,,,r)..,.... ,.my."M.kA�w.r+•.w+w ,-..r.-. nMo•n t `r_Ilit,d'I I' t I� f i 4, f `ter i '. (3\I �5J 6� �/ - ALUMINUM FRAME AT I E,TERIOR TT PIC.: p ALUMINUM FRAME AT EXTERIOR - TYPICAL -- WOLLOW METAL - DIRECTIONAL 51GNA6E FRAME - PAINT _- ABUSE-RE51S?ANT GYPSUM BOARD ILAINSCOT AT FRAMED UJALL5 - TiPI,AL ROOM SIGt`,..:,E P-31- . . . . . . . � I n C t � WALL MOUN i ED - - EQ ED OPEN TO LIGHT i 3)TYPICAL - A229 SEE =LECTRICAL r OPEN TO OPEN TO (�a' - - - - - - A212 A222 J 219 113 MAIN N 11 il - RUDDER DACE - WALL MOUNTED LIGHT �- RU35ER BASE - TYPICAL TYPICAL _ Ic�'-8"--.------- ------ 5-b,. J i LL I — cS 00 3 SIDES in OPEN TO A103 - C I o m LOWER LEVEL - --- - - -- ---------- ------ ----- I " _13'_4" J� ® INSET 8"x8" STUDENT INSET 8"x$" STUDENT INSET 8"xB" STUDENT ��—Fd1BBER BASE - FAINT STAIRS - SEE a TILES - TYPICAL t TILES - TYPICAL t ' ® TILES - TYPICAL t5 TYPICAL � 7 7 8.7 RUBBER BASE - �- LOIiER ENTR''AIm4 71 PiGAL RUBBER BASE - TYPICAL 6+IOItN OBLICiIE 1 1V1'4 I?�l GOi�' :f DOi�' - SCTOi� A - A7.12 1/4" . 1'-0" LEGEND a PAINT: COLO*' 1 18 17 FAINT: ACCENT I I ---- - _ _.. ----- - - - - ---ALUMINUM FRAME TYPICAL AT EiCTERIDP. ABUSE-RESISTANT WALL MOUNTED LIGHT PER U GYPSUM BOARD ELECTRICAL (3)TYPICAL WAINSCOT AT FRAME NOLL.OW METAL �- U U WALLS - T`I'PICA, $ - 1 FR4m - PAINT � . . EG ___ % —— --- -%4 --- - -- ---rYp — EG I 000, P3 7 WALL MOUNTED e �� I L iGNT (3)TYPICAL - -- SEE ELECTRICAL - __ P 3 + rr�� pp ARCHITECTS P.C. 1-FQ . . . . . . . .. I m MAIN ~ 1230 SW LEVEL -- . . . . . . . _.L-- ----- -- - ---- - - - ----- - - -- -- -- --- -- - - - - - -- - ----. —� - Portland,FirstAve., 07204. 'i RUBBER BASE - Fax: (603) 294-0827 L -' Ph.: (6031 223-8683 'A TYPICAL — ROOM SIGNAGE FIRE' EXTINGUISHER AND • ' ' • • . •' • ' •• CABINET - SEE --WALL MOUNTED LIGHT PER FIRE EMINGi115t-IER AND Q ELECTRICAL (3) TYPIC.AL CABINET - SEE\ B7 Ea EG --- —_— - --- TYP. < - Y ---- tYP + ----- P3 P1 t =� �. LOWER LEVEL -- _3,_4„ DIRECTIONAL RUBBER BASE TZ PIGAL N0LLOW METAL DATE: FEBRUARY 2006 81GNAGE --IZOO►'1 91C'sNAGE --- RUBBER BASE - FRAME - PAINT JOB NO.: 0209.00 TYPICAL � -- --- I DRAWN BY: SKS I -PAIN i' STAIRS - SEE \—- ABUSE-RESISTANT G7P5UI'1 BOARD RUDDER DAlSE r' �RUBF3ER BASE WAINSCOT AT FRAMED WALLS - TYPICAL CHECKED BY: SKS TYPICAL. TYPICAL !!^^ REViSI0N5: VJ -- -- - CL mt-lAi .N C o F1LC1 V09Q_?121E VE. -- c) LiJ MAIN CORRIDOP i'- '' INTERIOR ELEVATIONS V� uj Aw� � . 12 r� ........,,.,..,.R,..., «,".n,n..........w+0.1� nux x+e "•.,,+..c^e,, qYl+aee'•u.,,.— ..-...-+,.. „ r..w.,_^.nN►...!.1.�,M,,.- LEGIBILITY STRI? m O 2 9 :: 5 � � f? 'O 11 12 13 I•t IF I !H 19 moi„ 21 22 2.3 24 25 26 �, �N 2.:! C mna: 61 I I OI f± q CONI . 1 .�J,�la -�' '�u111�►.G,Ii.�l.l�1�l�,t.1.t!.I, :II��d1al.�llil�J.i�;lt�.1,��1�.I.�1.�,1�4.�1��J1�1,�,t!�l�:�l�,lll��,►.�al�l.�l•�!.t��a,.U�.1��,�J.uiJa:� '' >,l��.l�, �•��.�J�tl�,l�,l '�.lt�J.�l�l�i.a1�� If R. 5 ” MMONO! dMef iY .� a', ,3daM.M. .. MW MICMh�4N.kM srnMe4 he ."ate .. � ,. .. . ♦)�� r ... n -.,._ , '. .. - '�f"1�11�" A#N'c+M�o`iwia wM�-:Ar�.�h•�S'w:w, �,SN�VF�j�'�' 1MM: "Mt'1�s}I! `vlgiit 1 c,.l " ( l 8 9 (10) ri >0110's"s D 4 Cr_;,.INC DOOR NOOG' HOLLOW METAL D14 � FRAME - PAINT ABUSE-RESISTANT GYPSUM- 111 0 P3 �, % BOARD WAINSCOT AT (V #" GYPSUM BOARD REVEAL j FRAMED WALLS - TYPICAL � 1) WU ') t- I Jj � I F I I I OPEN TO A?29 OREN TO OPEN TO OPEN O 02 F— r\i --RUBBER BABE - ROOM SIGNAGE TYPICAL ELEVATOR CONTROLGYPSUI•-1 BOARD R>=vEAL #° PANEL e° Jr— P1 SIDED OPEN TO '" 3 61DEO B104 P3 c cc ® \---INSET T SET 8"x4" STUDENT " --RUBBER t3ASE --INSET 8 TYPICAL z TYPICAL e HOLLER ENTRY 8.7 B.7 8+K71W ODLIQUE I h 1 1141N CORfR11DOR ( CONTINUED ) - SECTOR B 4 C A7.13 1/4" I'-m" LECA ND LJ PAINT: COLOR I P3 PAINT: ACCENT I ABUSE-RESISTANT GYPSUM ABUSE-RESISTANT GYPSUM BOARD WAINSCOT ATD 4 BOARD WAINSCOT AT CORRIDOR FRAMED WALLS - TYPICAL FRAMED WALLS - TYPICAL U —HOLLOW METAL COILING DOOR HOOD— V(D' 0 FRAME - PAIN' f--- ROOM SIGNAGE - TYPICALtuU TYPICAL id LIJ A c(> ~ ~ ROOM SIGNAGE - t) ll $1 P3 9.7 • • I P3 i / IOPEN TO A229 i ASSOCIATES .n 1230 SW First Ave., 1300 _-- -------_-__--- -----------------.._.. -_- - \ -- Portland, Oregon 97204 .- Ph.: (603) 223-6963 RUBBER CASE - WALL MOUNTED LIGHT PER / RUBBER "ABE RUBBER BASE - Fax: (603) 294-0827 TYPICAL ELECTRICAL (2)TYPICAL - TYPICAL AT MASONRY -TIRE EXTINGUISHER AND TYPICAL FIRE EXTINGUISHER AND -- GABINE' - SEE / CABINET - SEE - 0.7 P3 r . P 1 P 1 l� ❑ (� P 1 ❑ OPEN TO a -- WALL MOUN'cD LPER P3 \_ "OLLOW r'ETAL © DATE: FEBRUARY 2005 - - --1JGLLOW METAL ELECTRICAL (2' tYPIGF.i_ - -- \ FRAME - PAINT JOB NO.: 0208.00 FRAME - PAINT `\ M _ — -RUBBER BASE - ■ ■ ■ DRAWN BY: -- --SKS -- RUBBER BASE - TYPICAL CHECKED BY: SKS REVISIONS: Q ---- "" 2 Mr, f N CORRI DOR (CONT INUED ) - SECTOR C 415 _ _- 1ILE: 02080 7121E VE dw INTERIOR ELEVATIONS W ♦♦^^ MAIN CORRIDOR VJ w A7 . 13 R ii C kilt +y LEGIBILITY STRIP r; a s o1 12 13 is .1; 7 e 19 I _< < 1 z425 26 27 2e 29 0, - f NONI 1 0. IN- .•.�►.lt,�l.�l.�.�� l>a. u!.�1.�1.�.l�tl�l�.la.l.:!�.I�i�t��l.�tJ•1,�.�1�.tJ��II.��Ialllil�.�l�l�l1�!��1��11aJ�.l��a,�1t1�1� 1 >.,.��t��,laJtJ�l�.ul�L�J�1,�J.l�i. t �l+�t?^Is•1rM• 1.„ .a+ni�+«.rwraa►` �M�a..w►s +wud' n,.-rra.�.wH,r+r�rw dadJlA1 .,. ,wiaa.�d"��x* +MM►MI *'� .•w+ M� Aj 0 13 14 15 16 25 D 4 _)IRECTION.:. 61GN4GE I I HOLLOW METAL FRAME FAINT GYP61.11"I BOARD REVEAL COILING DOOR ACCO, CC ABUSE-RESISTANT GYPSUM BOARD 0 0 ALL"HJM FRAME WAINSCOT AT CORRIDOR FRAMED cn UA115 TYPICAL . . . . . . . . . . . . . . . . . . . . . -A 8.7 LIGHT (3)r SEE ELECTRICAL OPEN TO WALL MOUNED T rPICAL C205 W Lu u:i MAIN LEVEL ,.t,, ROOM SIGNAGEW-8 V FRU55ER BASE T'�PISAL GYPSUM BOARD REVEAL - -------- DIRECTIONAL SIGNAGE a, SIDES 3 SIDES X F-a 27N PAINT STAIRS - SEE TIES - TYPICAL -'—MBBER BASE - TYPICAL INSET 8"xb" STUDENT 8.7 RUBBER BASE - TYPICAL LEG;END �it**IAIN CORRIDOR ( CONTINUED .) SECTOR D 0 p�IN GooR C[ 1/4" - 1'-0" ED PAINT. ACCEN7 I . . . . . . . . . . . i' 4 3 . . . . . . . . . . COILING DOOR . . . . . . HOUSING BEYOND 7 //--MASONRY WALL - MATCH EXTERIOR COURSING . . . . . . . HOLLOW METAL ALUMiNUM FRAME ter FRAME PAINT OBLIQUE BEYOND GWCXN 05LIQJE BE L-XF- P.3 N3 TYPICAL OPEN TO WALL MOUNTED EC A22c� LIGHT (3)TYPICAL SEE ELECTRICAL OPEN TO o ELLIS ESLIC�-,. OPEN TO OPEN '0 L11 =11� ASS OCIATES A228 A228 422e ARCHITECTS P.C. Ln _j MAIN 1230 SW First Ave., #300 LEVEL b— Portland, Oregon 97204 .0,_0 Ph.: (603) 2236963 RUBBER BASE Fax: (803) 194-0827 ABUSE-RESISTANT GYPSUM TYPICAL DIRECTIONAL SIGNAGE . . . . . . . RUBBER BASE _/ WALL MOUNTED LIGHT 504RD WAINSCOT AT TYPICAL PER ELECTRICAL FRAMED WALLS TYPICAL F13 ITYP, RUBBER BASE TYPICAL 17"'J EO Ea E6. Ea T`P 'yp TYR_ TYP_ OPEN TO o A104 pi il LOWER AI If-t I t • LEVEL . -13 L 13 A& --FIRE EXTINGUISHER WALL MOUNTED LIGWT FIRE EXTINGUISHER PAINT STAIRS - SEE CA131NFT - SE11 ' 0 6WOUN 05LIaJE AND CABINET - SEE DAIL: FEBRUARY 2005 HOLLOW METAL ABUSE-REI�11,3TANT G*TP5UI`-! - FRAME - PAINT BOARD WAINSCOT AT WALL - MATCH DRAWN BY: 0208.00 SKS FRAMED WALLS - TYPICAL EXTER!OR C0UR5IW_, CHECKED BY: SKS DIRECTIONAL SIGNAGE – RUBBER BASE REVISIONS: RUBBER TYPICAL TYPIC AL 0 (`2MAIN COfRfRIDOR (CONTINUED ) 5ECTOR A OL FILE: 02080-7121E-VE.dwg V4- 1'-C- INTERIOR ELEVATIONS cn MAIN CORRIDOR w A7 , 14 LEGIBILITY STRIP a 10 1 I 12 13 14 16 17 18 19 2(.) 21 2;D .2,3 24 2e> 26 ;27 213 LI II 01 r7 113N, c I r-a V' 011 4114 2. 2. SEE 2. 6.- 150. -150. SCHEDULE VARIES b.. All 31' SEE SCHEDULE EQUAL EQUAL VARIES ca SEE SCHEDULE VARIES ------------ W-811 -01, ')V ' 1- 0 2- 2 2- 2- BEE 2 2" SEE 2 2 SEE 2" 2.. 21, 2.. Lu 3--1- SCHEDULE 21, 2" I'-B" W44EDULE 61.5. U.604EDULE EQUAL U, EQUAL 2. cc -j VERIFY U, EQUAL u. EQUAL 0 irk ul Ilk- 1 �XT�'i�10� ��1"1� T��fi EJ Lj,,.� � ' 114' NO2M I. ALL A1.UMINUM STOREFRONT, UNLESS NOTED OTHERWISE. COI 2. COOFUrINATE WITH NIC SECURITY CONTRACTOR FOR DOOR Cyr- CONTACT LOCATIONS / HOLES AND CONDUIT BY THIS CONTRACT, 3. SEE PLAN FOR OFI=051TE WAND CONDITIONS. 7 SEE CID) 2- 2- SEE 2- V-1" SCHEDULE U, V-2" 3'-1" VARIES 3 USCHEDULE SEE SCHEDULE 2,- SEE 2 SEE 2.1 2. IAV USCHEDULE 2" 31-1 W-WEDULE2" A, EQ EQ_ H C4 ul "A i 4 ..-I. . W 10 11 12 13 14 1NT=fR1CfR FfRAIE T%"rf=E5 NOTE I. ALL HOLLOW METAL, UNLESS NOTED 'DTWEWISE. 2. SEE PLAN FOR OPPOSITE HAND CONDITIONS. LINE OF CEILING LINE OF CEILING OVERHEAD COILING OVERHEAD COILING DOOR WOOD DOOR HOOD - L!5RARY SIDE LINE OF: CEILING- NOTECOiLIW-i OVERHEAD COILING DOOR DIMENSIONS ARE TO ISIBLE GLASS DOOR WOOD WOOD KITC�-IEN SIDE --------------------------------- VARIES SEE PLAN A 5r-6-EDULE L!NE OF- u r-OVERkEAD SEE SEE SEE SEE CEILING LIEDUL�* �::I-IEZ) LE EDULE -; .. --------- --14— ---- --- -- - COILING DOOR S. -3 WOOD 2 7 7A e Ul 1% COILING DOOR 7 1� lu lu w tu - 9 —COILING —WILING FIRE 77 SELF-OPENING COILING FIRE o :a75 --- COUNTER DOOR DOOR WITH SECURITY GRILLE- ATH Fu ul 0 - =—- -"' — w DOOR U WITH SMOKE SMOKE SEALS VA SMOKE BEALS ?c' - ----- w SEALS ul —JED 7F w LIDIW-s LATCH F04R CYL INDER 7-- EE X'A' �JlSk FLOOR NC7 LJ5EF,) e' 1 �# It EE WWED 4 PI-AN r I- FIRE RATED r SLIDING LATCH COUNTER TOP 6LIDING LATCH G I \—SLIDIWA LATCH D2 E 5�1' f El FOR CYLINDER �4 FOR CYLINDER FOR CYLINDER �WEII-UL PLAN SEE SCHEDULE A PLAI ItFIE SCHEDULE 4 PLAN — T%T"FE5 NOMEGU;f-)ES IN61IDE JAMB • KITCHEN 1/4" 11-01. Nm ELUS ESUCK I. GLAZING TYPES %.7q DOOR SCHEDULE APPLY TO ALL GLASS IN DOORJFFP-4'-�MEWINDOWASSEMBLY. ASSOCIIATIES ARCHITECTS P.C. 1230 SW First Ave., #300 Portland, Oregon 97204 Ph.: (503) 223-6983 Fax.- (503) 294-0827 I;A I E: FEBRUARY 2005 JOB NO.: 0208.00 m DRAWN BY: CHECKED BY: AFVISIONS! t [)T 1,f WD001. AND FRAME TYPES uj A801 c I 11!fIl 111111 lilt III w!11 Ill Imil I I I I I l i Itffl rtm,nn+t"I,, I t�I". .M IJ11#4 it rfl#41)k iiijilif wom 144,1111 LEGIBILITY STRIP 19 20 of im1w, 0 folwoo M. 1,10 1�w Auk Mob- i f4 Y i 1 I ' pQ� O 11_4•. b'-8" -- 10'-0" 211 3'-5" 2 L, 3'-5' 211 3: 111 21 3. 1.1 211 3'- '' 2 3'-211 21 31.111 - -- . - ��! 'INDOW SCHEDULE 3 .4 e 6 9 v FRAME - -__-_ REMARKS �- Lu NO. SIZE DETAILS :. 211 �� 31_ 1, 11 --- m m I m m _ --- 10'-0" � l- _ m m ffr _ _ _ _ 2" 3'-1.: 2: 31-1 .1 --.- - 211 31_I„ 21 3,_211 2 31.111 FOR ALL DETAILS REFER TO 8HEET t W O Lj, �� iv - rry --- - 48.9 UNLESS OTHERWISE NOTED Q F N - -E] I I HEAD JAMB - _ ---- BILL . .. - IL r __-� in in i0 tlJ cD in in EXTERIOR - __- -- - -------- --- ------ -- - �- _ A' 3'-4" 3'_4'1 4;11 ALl1M MAN4F GL-2 4/A$5 WA85 b/485 - STAIRS l_FP C14iv 4.2_ 3'-4" 3'-4" �" ALu`i MANS OL-.44/A8J3 _i- - 5/A6A-_ _----�- STAIRS v 9 uD uD 9 A4- 3,_411 3'-41, 41j11 ALUM Iy,N(� GL-2 - - 20 I3/A8•t 12/48.4 - ©D CORR N MFP - v co ^►� v hp 3'-4"_ ',4« .{�° ,4y,UM MAMF �iL-5 - ]O - - - 131ABA ---- _ ��-- 12/ASA --- GYM /MP CLERESTORY -- A7 3_411'-411 - _ t�j" ALUM MANIF GL-2 4/AIDS 5/485 6:488 - STAIRS TOP Al 4.2 N A O 6 4.7 BB Bt 88 B7 BI Ct !C3 -- -- ALUM MANYJF .,1-.--- --- - AAi.,_ ...•. .'.. l .. - *,,,:.la- ,�'.. b N._ _•- ISL iI.(•11'4�'. *,u. .. -A:= .. ..1 *J_'1..... Bt 61 8" 3'-4" 41° GL-2 20 1/A8.4, 4 13/A8.4 12/AS.4 - z MUSIC A223 - Z -4 4�" ALU4 MAMF IDL-4 tp`- - IS, 1 1/46.4 IUs,OaF 61M -- K_,'sROUp t!P,RECEPTION UP Bs b'•8" T-4' 41j" AL(5-i MANUF GL-4 1/A85 25/A8.4, t 2/A85 20/A8.4 OKITCHEN - T-4 - - -_ --- - 3'-4" �_4;" ALtl1�1 MM1 _ ,-� b/ 4 Y -_- / 4 '1 I4/�4- IUA84 81M,_ - ENTRY(AFP ABOVE POOk'5�-- U _ _ B6 6'-8"- 3'•4" 4j' ALUM m'VAF GL-2 1 16, 4 1/ASA 3/A8.4 - RECEPTION -- - T-4' 3'-4" ALL" MANE GL-4 20 1/A A, 4 LS/A&A 12/A&A - CP N ABOVE DOORO ee 6'•8" .3.4 41" ALUM MANUF GL-2 1 II, 1/A8.4, t 5/A85 II/A8.4 SIM. - STAIRS MFP TOP G 1 - - �j" _ ---,IS/A8.4, 4 24/48.4 9/A8.4, t Il/A8.4 - gDMIN N, S. LOUNGE,K'GART'N N CO) c3 10 -G" 3'-4" ALUM MANUF GL-2 4/48.4 SIM. I„/ - ` 211 3,-111 21 3.-2" 21 3,_111 ,1 - 2' 31_111 2' 3'-., 2 3' 1„ - '__- -.--- - --------- IT ------- -- - --- -------- _---___.__ � 6'-5' -- - rs�� „ I = Dt b'-8 8-01, 41j" ALUM MANUF GL-2 20, t 1E•/A84 11, 1 1/A8.4 9/A8.4 - CR LFP ENDS 1 3 _11 211 31_11 2' 31_11. 21, 3,_11. 2 3 2,r 2 3'-111 _- - 211 3- 2 3:_111 211 I.. 1' -- ----- fi' 8" 1 N!'-�" " ALUM MANE GIN.-Z 6,BJAM,4 M/A8r( 11,1/461.4,IS/ABrt,24/4$.4,251A8�4 --- - _ -- `-- -- -r-- 9L4S�4- - CR LRP ML's CIA j ---� b'_8 - 8'-0' 4}" ALUM MMIIF GL-2 8,6_A84 4 IS/A84 II, 1/A8.4_19/A8.4,24/A8.4,25/A8.4 9/48.4- - CR Lg' IN - N iv ALUM MANE GL-2 1w,6/4&4,1 tB/AB�t�16,1/A&A, 4 22/484 M; 4 16/A8.4 - WGART'N W n I I - ry 41j" ALUM MAINUF GL-2 181M,5/ABA,1 IB/ABA - 16, 1/A8.4, 1 22/A84 12, 1 *11"8.4 - K'GART'N W in in 'n in t 6 _8 6 _81 r 0 ---- n 0 -� n A - --ry 9 _ 0 6-8" -8-m° _ 4" ALUM MANE GL-2 15/484, 1 4/4$3 1/48.4, t 5/485 -�-- 6/488_- ENTRY 8 LFP E.SIDE R� F---] 6'-8" b'-8" 4j" ALUM MANUF GL-2 20 13/ASA, 19/A8.4, 4 24/A8.4 9/48.4 - EXT COURT S t E CJ v v in v ---J-- i'-8" i'-8" 4' ALUM t'".:; (�_-2 9/A8S 1/48.4, 18/48.4, 10/485, t 13 3 14/48b - EXT COURT N cv I N - - -- --_ - -- `--- - - - -- Lll - - > iv iv 9 L iv Et 10'-0" I 10'-0" 4�j" ALUM MATUF (.L-2 8, 4 18 48.4 11,5/AB.4,1/48.4,19/A8.4, t 24/AB.4 11/A8.4 SIM„ 4 3/A85 - CR MFP OUT, LIBRARY co _-_ W--w (m'-0" 4}" ALUM MNiF GL-2 8, t WAIDA 11_3/AIII 1/A&4,IWABF, 4 24/484 11/48.4 SIM. 1 3/AB$ - CR MPP OUT,LIBRARY iv ry , e3 10'-0" ! 8'-0" 41j" ALUM MANF -GL-2 7, t I8/48,4 11,5/AB.4,1/A8.4, 19/A8.4, 1 24/A8.4 9/48.A - CR LFP OUT IID'-®" N!'_m" 4�" ALUM MAMP GL-2 1, 4 WAP A II,.S/ABA,1/A04,MAI 4, 1 24/Aa 4� 9/148,4! - LFP OUT Dt D6 t t1 D14 OPPOSITE NAND E1 E3 ES __ . t D9 OPPOSITE HAND D9 011 OPPOSITE NAND Dtt t E2 OPPOSITE HAND E2 E4 OPPOSITE HAND E4 E6 OPPOSITE HAND E6 ES 10'-0" 10'-0" 41j" ALUM MANUF GL-2 8, 4 18148.4 11,5/A8.4,1/A8.4, 19/48.4, 4 24/48.4 II/48.4 51"1. t 3/485 GR MFP OUT, LIBRARY _ALUM MLWIF GL-2 8, 4 61AAA It,5/AB.4,1/A8.4, WASH, /24/A&A 1 11/ABA SIM, 4 3/AOb - CR MPP OUT,L IBRARY :. F- 61-61 4j" ALUM MANUF GL-2 20, t 15/48.4-r 1!, 4 1/48.4, !3/48.4 Il/A8.4 SIM. - MP UP,ADMN N LF,KYeARTN N LIP,LOJ,6(- 00 6'-8- ALUM --1------- « n " - ----1- ---- 4F GL-2 24a, 4 15/AB.4 1/484 f 13/48.4 8/dIDr( -� GYM UP r, Jt 9'-IO" 3 -4 4ij" ALUM MANIJF GL-2 6/A84 7 SIM., 1;48.4, t 14/A8.A 11/.68.4 SIM. - ENTRT MFP 45CVE DOORS J2 9'-IPJ" 3'_411 I -4f ALUM MANUF GL-2 &/A8,4 2/A8,4, 1/ADA, 4 14/AS.4 II/A8.4 SIM. - ENTRY MFP ABOVE DOORS it 2" 3'-1" 2 3'-211 2 ar_11. 1 21, M' 5'-4" b' 8" 41j" .;�J^' 1 4NU GL-2 IC -68.4 11 12 PRINCIPAL - -- - 6'-$" 6 _g11 N' 6'-8 6'-8" 4j" ALUM MAtiUF GL-2 16, 4 22/A8.4 16/A8.4 K GROUP W --- - - in� 211 3,_1" 2 31_111 2' 21 912 3, I,: 21, 31 11: 2' ;. Kltln• 6'-8' 0'-0' 41 A:,-u'`1 MANJF GL 20, 15/A8.4, 4 18/,48.4 1, 4 19/A8.4 2/A8.4, 20/--8.4 - CR MFP IN m i i'-ID" lap'-m" 4+�" .4'-UM MANN 'GL 2 2®,151484 1, t 1/A8:4 4 13/484 1 /di8.d- - r3R.MNa!' M - -- -- 2" '-10"13'-0111 211 31_11: 1 I 31_1, � _ � P3 -8" 10-0 T 4jN 4LOM MAN-F CIL-2 20, 4 15/A8.4 1/A8.4, 4 13/ASA 12;A84 P1FP, END CR • N � � 6 - 0 _ 0 6'- 10-® 4} ALUM MAPKF --SIL--2 -B/48,4, 4 4/ABB _ 1/48,+4, 4 b/A83 bL485 - - ENTRY MFP E.SIDE - O Ps 6'-8 10-011 41j' ALUM MANUF GL-2 1 1', 1/48.4, 13/48.4 1 5/485 12, t 11/4.8.4 SIM. STAIRS S t N MFP + LL ;� L _� 8 b'-9" Im'-0" 41" ALUM MANOR GL-2 1 SIM, 4 IS/A&4 1 BIM, 1/A8.4 -- 11/A6.4 SIM. - ENT'RT --- _ _ r-- cr toZ jp - <A _ __-- - OC --- -- - - - - ----r ------ - -- - ------- ------ U. 0 � f � � (, � m m in� INTERIOR �- m iv it O - 02 3'-4" 3'-4" 6-t YFY F•NM PAINT GL-1 19/485 24.485 - - -- - -19/485 SIM. - LIB WORK CORRIDOR LFP -- ', F1�8H FLOOR v" -- iv 03 3'-4" ''-4" b'4 Yft HM PAINT $ii-I 2®1408 a 29/488 ? 20/488 91M. - CFCK OUT 01 2'-0" ' 6'-8" 161t 41 HM PAINT GL-1 20/AB-15 25/A85 20/485 SIM. - g.GROUP D' 8jjx P? P6IEL�,�S ESL�CCU J2 OPP'DSITE HAND 03 -�- P4 ARCHITECTS P.C. /\.y..��l�� II��O� �� R' 6'-8' 6'-8 �b'tVFY NM PAINT �sL-1 20/485 25/485 20/C185 81M. - V WORK ------ ---`---- --- - 1 a2 6'-81' 61-81, S'4 NY HM OAW GL-3 WASS 24/AIDS 19/A85 SIM. - GYM W 1230 SW First Ave., 4300 Portland. Oregon 67204 Ph.: (603) 223-39'83 t- -- tel-- --------- ---- - ------ FRA: (503) 294-0827 St 6'-8' 0 -0" 8't M HM PAINT GL-1 19/.x85 24/A85 19/485 81M. ENTRY 5 MFP SIDES •- ------- -- - ---- - -- ---- - - ---------- 61-b" ID'-011 wtlfY HM PAINT tlIL-1 19;A8!� -- -24/Abt - - K41/A83 91M. ENTRY 6 LPP SIDES T WINDOW LEGEND FRAME - b'-8" 2" 3'-I" 2 3'-1" 2" MATERIAL FINISH GLAZING A LLOW METAL 11ANUF MANIUFAGTURER GL-I SINGLE PANE. CLEAR TEMPERED GL.635 �J "n _ � 211 3'-111 31_111 21 LI � __ _-- ----- --- -- ----- --_ __._-_----- - - ----- ------- - _ _. ..,_ _----- - - \ •� (JVI/ 2" 3'-1" 2' 3'-I' 1' - - D TE7'1F'EREV GLASS EIOT"PANES 1 � UMINUM STORY=FRONT PAINT PAINTED H51.-i DOUBLE P4T'E^tM1EC'/COATED INSULATE- -- - ' GL-3 SINGLE PANE CLEAR ANNEALED LAMINATED GLASS 1 , n 61-4 itiaftl!!PIE,TIED/COATM M6ULAMD MITE&&LM* ,TED GLN% 90TW P0F9 - ," -__ � .-_- 2" 3'-011 2 _8" _D L AMIN:.?ED GLASS GL-5 DOUBLE PANE, SATIN INSULATED ANNEAL - -- -- 9 - -r VFY VERIFY WITH WALLTYPES SGL-1 SINGLEPANE, REFI-E(:'rIVE TEMPS-RED G THICKNESS 0 v m 6 / m _ -- --- - - a�y -- - - - DA 1; FEBRUARY 2005 in in in _ ;4 f'!L-fir 60LID PANEL W11'1; ALUMINUM RAGING BOTH Slr->ES JGB NC' 0208.00 _ --- - a m ��- ; �% v - DAAWN BY: - ry 9 -. - - - �_ 1 �Q.OW BCHEQULE KEYNOTE; CHECKED BY: *NOT UgED. REVISIONS: ®PROVIDE' GL-4 GLAZ'NG AT AN" WINDOW VIEWED FROM G"rMNASIUM, MULTI-PURPOSE AND EAST COVERED PLAY. EXCEPT a WINDOW TYPE 'R2'. Y^ *SPRINKLER I-JEi4P I.r7C-ATION5 PER NFFPA AND FIRE CODE USED FOR SUBSTITUTION OF FIRE RATTED GLAZING. 51 S2 Ot R2 O+ ABBREvIATED MAJOR LOGAIION5 - SEE FLOOR PLANS FILE: ozoEtl� H^zwt vE.dwtt 0OPERABILITY DICTATED 51 WINDOW TYPES INSECT SCREEN AT ALL OPERABLE WINDCAL5. WINDOW TYPES 2 l�TE�l0fR WINE)OW T*r�EJ _ _ co A8.2 114--l'-C" '- �RS A802 1► s / LEGIBILITY STRIP C 1r- 1 2 3 4 S d J/ 8 b 10 11 12 1'3 14 10 (7 18 19 210 21 ?2 23 24 25 26 27 P8 y I 21 INTI 01 ONt 0 t ` .. ..,�'J,t�.l!).�J.I,611.U6�J�Lk�, l 1�,�1�.i..�1�,�1��f•1<�L(�.!��1�L1.�,1.1�.�,.�,4fi4�il•t:�:��I 1��11��1�1141�1��.44,�1,t�1�1.U�.tJ.1,1L111.J.1,��J�: 1 '�1«1�1�I�L�.4,�'�•1�!I :I N y,,y w yw : ♦. dam'. t. ---AIR/T1016TURE BARRIER - I V� TYPICAL AT ALL OPENINGS FRAMED HEADER. -EXTERIOR MASONRY WALL ----- f�L PER PLANSALUMINUM _I CLOSURE BRAKE SHAPE ---`---- --- � I ALUMINUM FRAMIE THERMAL BATT - / MOISTURE 5AF3RIER _---- - r---INSULATED GLAZING 'r --- 8„ 2'' INSULATION - TYPICAL WRAP WRAP OPENING FULLY INSULATED GLAZING �-ALUMINUM FRAME ALUMINUM FRAME / / O WATER/.ta1R HARRIER LE-U- >BONN- -- � FULL HEIGHT - '' I -i C� REINFOIraCEMENT AT DOOR JAMBS v ALUM'NIAN BRkKE - SHAPE - - - . - ALUMINUM ENTRY DOOR % - '�. _ zwAkj_ \ ~vI ,\ DOOR STOP WITHL 0 41" WEATHERSTRIPPING ---- ' ALUMINUM ENTRY DOOR DOOR STOP WITH _ FULL HEI.::aHT SEALANT ALL AROUND LLIEATHERSTRIPPING ALUMINUM FRAME REINFORCEMENT AT GOOKTYPICAL CONTINUOUS SEALAN' JAPiBS A5 NEGE35AFc1 \ FULL HEIGHT TYPICAL DOUBLE '8 ae J.:^'B REINFORCEMENT AT DOOR ALUMINUM RECEPTOR DOOR STOP WITH --- - StUDS - SAUk:LiT MASONRY TC WEATHERS?RIPPING \ JAMBS HEAD CHANNEL ALJMtNt1M ENTRi COOK ALUMINUM FRAME RECEIVE ALUM;NUM A:U^^'NUr'' 81k-,K� `i«.--�•L tHER!"•'AL BATT INSULATION STOREFRON' FRAME (I �- ALUMINUM ENTRY DOOR J,41"I5 DET41L 2 J,411 E3 DETA1L 3 .ILLION DETAIL � Jr4i"f5 DET,4I DETAIL A8.3 3" • I'-m" A8.3 3" I'-0` A8.3 3" P-fd'' -s 2„ A19.3 3" I'•a" INSULATED GLAZING ' r - RETURN MASONRY AT -SEALANT AND BACKER SEALANT - TYPICAL_ 21 - OPENINGS - TYPICAL �- - FRAMED HEADER I --- FfiAMEG +E =GTR I ---PREFINIBHED SHEET Nig: L 4-1A',INUM FRAME------ - ALUMINUM SILL PAN !-t �- -------- - I JY FLASHING, - HEM EDGE I I � FLASHING WITH CLIP �'PiCAL - -_�� 5�� THERMAL E)ATT --�` i---------- MOISTURE BARRIER THER!`I:,: BATT +" ---MOISTURE DARRIER i --- --FULL HEI!�HT ' INSULATION - TY'PICAL i' WRAP OPEN'NG FULLY INSULATIOs� - 1YPIGf+� WRAP OPEN'NG FULL" ( REINFORCEMENTFAT DOOR it ---- -- WATER/AIR BARRIER / --- --WArER/A'R E54RRIER ALUMINUM ENTRY DOOR FINISHED SHEET METAL SLASHING WITH ALUMINUM BREAK SHAPE _ / I --- --- CLIP. --- - ----_--- I� - - - GE",ENTITIOUS FIBER _ SIDING - ---- ry N HEX UIRENCH FASTENERS 5Z- COUN'ER5LPK - ALUMINUM BREAK, SHARE ' ___- + G- -- -- - - - - - _ - - =ROME "� F.0 STUD FA.) =4=^'E' AT 12" ON CENTER- :;HEFT METAL FLASHING - i I -- `- � PREFINISHED SHEET Y`, E%'TEND BELOW SIDEWALK CARPET WAINSCOT-- -. METAL DRIP FLASHING - MAT FR AE ALIGN ENTRY ' AT SIMILAR I �'- - -- - - ALUMINUM L�UM BRAKE WITH TRANSITION \ WITH CONTINUOUS CLIP II MAT FRAME ALIGN TO � '� ADD ALUMINUM BREAK I ENTRY SYSTEM FLE -- _ ` STRIP r III SH4PE OMIT GYPSUM ENTRY MAT=--- v BOARD ASSEMBLIES, L _� \ SEE \ I SEE INTERIOR _-- +v ' _ -___-- - 1 `\ WITHETTWERII1AL BATT PLAN 8. ELVATIONS FOR - LOCATIONS - - 'y DOOR SLOP WITH INSULATIC.N SEALANT ALL AROUND —SEALANT 4 \TYPICAL �-- ..,..�� WEATHERSTRIPPINGALUMINUM RECEPTOR �- - SEALANT YPG ALL AROUND DOUBLE 18 ga JAMB DOUBLC 18 ga JAMB 5,5. COUNTERSUN'1C HEAD CHANNEL _HEX-WRENCH F.'STENERSALUMINUM RECEPTOR WITH AT 12" ON CENTER ALUMINJM FRL-cF HEAD CHANNEL STJDS STUDS /f \�- TRANSITION ISTRIP TWHERE PATCH WITH --- - EXPANSION JOINT FILLER i -- INSI'!_ATED GLAZING -ALUMINUM FRAME tHERMAL BATT GYPSUM BOARD ASSEMBLIES—.- OCCURS - SEE INTERIOR NON SHRINK GROUT GGNTINUOtJS SEALANT— 3 _-_�, _ INSULATION u1TY'PMETAL. CORNER BEADS SG.IEDULELEVATIES AND FINISH ---INSULATED GLAZING ' 6 5 I L L DETAIL �`� _ 7 �E A D D E T�, 1 �. J 41"15 11"i. 8 �--I E A D D= 1 ,41 L 9 J r-18 D E T�4 L -DEFLECTION CHANNEL J X1"i 5 DET 41 L (� A8.3 A8.3 3" I'-©" A8.3 3" 1'-P�" A8.3 3" ■ I'-m" --- RETURN MASONR*1' AT _ 2 OPENINGS - TYPICAL I I --- INSULATED GL_ZING MASONRY WALL FFR - - _ 2.. " OPENINGS A-STTY`PI-4 - - -" PLANS - f SEALANT - TYPICAL % FRA"^E //� �— ALUMINUM SILL PAN AIR/MO'STURE BARRIER �- FRAMEIL HEADER FLASHING - HEM EDGE TWER!1AL BATT--7 - PREFINISHED SHEET METAL SEALAN- - TYPICAL- PRERNISHED SHEET Ih�IDF. I t�cl,-�FICAL INSULATION FLASHING WITH CLIP MOISTURE BN BARRIER` METAL F!-ASHING WITH LG 1 THERMAL BA-T ---�� ' CLIP _ 1 Pi�FINISHED SHEET INSULATION - TYPICAL ..LY METAL FLASHING WITH � WATER/AIR BARRIER - - _- - -- -- --- ALUMINUM BRE�UC SNAAc- / ALA-UNUM FRAME CLIP ---- -- FIBERGLASS REINFOf"tGED / SID�NTITIOUS FIBER 4IR/MOISTURE BARRIER / -------- SOLID PANEL WITH PANEL WAINSCOT UlWERE - - ALUMINUM FACING EACH --- - "_�GURS - TIN ' _ C.ON SOUS -'�- � -- F.O. -- - -- -- --_ � - - - ALUMINUM BREAK SHAPE r- F c - - - _- - - - - - 4RGt11NL> CORDER REFER TO ) F.O. STUp.• FRAME BATT INSULATION SIDE 'C 5%:� ` r- _• --� , FREFINISHEC SHEET METAL TYPICAL SHEET METAL FLASHING - ---------------__ - -- - INTERIOR ELEVATIONS AND E)'TEND BELOW SIDEWALK, FINISH SCHEDULES DRIP F,_ASHING WIT.: S$.COUNTERSILINK - `� v CONTINUOUS CLIP HEX-WRENCH FASTENERS TOP-SET ENTRY MAT At 12" ON CENTER \\\ WHERE CSCURS - a RUBBER SASE WHERE OCCURS - SEE INTERIOR I � DOOR STOP WITH \ --� INSULATED GLAZING - BE'� ELEVATIONS FOR _- FRAME TO SERVICE FROM ^�- WEATHERSTRIPPING _.I— Vt,\ SEALANT LOCATIONS \----- r INTERIOR FULL I••IEIGHT- - REINFORCEMENT AT DOOR -- --` 1= DOUBLE JAMB STUDS EXTERIGri WALL PER PLANS % B.S. COUNTERSUNK -- ALJMINUM EN rRY DOOR \ TYPICAL. / WITH THERMAL BATT / - JAMBS AS NECESSARY i SEALANT ALL AROUND / EXtERIOR WALL PER PLANS I HEX-UJRENGH FASTENERS FULL HE'GHT WITH THERMAL. BATT GYPSUM BOARD ASSEMBL.IES U TW --/ INSULATION _AT 12" ON CENTER REiNFCR E��ENT At DOOR STUDS T DOUBLE 18 ga JAMB --� �� INSULATION HEAD CHANNEL METAL CORNER BEADS TYPICAL Y A c !c• --.-- ALUMINUM RECEPTOR / JAMBS AS NECESaAR� GYPSUM BOARD ASS_MHL �5 FIE3ERGLASS REINFORCED CONTINUOUS SEALANT--- ' �— EXPANSION JOINT FILLER WI�7P'AL CORNER BEADS PANELNUO INSCOT -AROUND CORNER ALl?'i!NUM FRAME ALUMINUM ENTRY DOOR J,41"i 3 DETAIL 12 51LL DETAIL ,3 J 1"iu DETj41L ,4 DETAIL ,s �E4D DETAIL 3- EXTERIOR MASONRY WALL i / PER PLANS -- ALUMINUM ENTRY DOOR WITH / R��1� SEALANT - TYPICAL 2" - FRAMED HEADER INSULATED GLAZING --- -WALL FRAP INC PER PLAN RIGID INSULATION WITH METAL THERMAL BATT ' RIGID INSULATION WITH METAL / } MOISTURE BARRIER WRAP F�1RRiNG CHAMdE&.S AT 24" ON ALUMINUr1 FRAME -- ---�-- �•'� FURRING CHANNELS AT 24 Ci,+l 'I INSULATION - - .PICAL 1 CENTER - /ERTICALLY /� CENTER - VERTiCALLY - ----�- -TYPICAL INSIDE CORNER OPENING FULLY ' / FLASHING - SEE � GT'PSUM BOARD !SSEMBLIES / WITH METAL EDGE AND GYPSUM BOARD ASSEMBLIF-o 1} r GYPSUM CL EC>J ASSEMLd.IEB �s / WATER/AIR BARRIER - / WITH METAL EDS AND AB., C:CRNiER BEADS WITH METAL EDCsE AND CORNER BEADS - »-� � V GEMENTITIOUS FIBER CORNER BEADS Q ` I SIDING METAL 'C' CHANNEL j - /-----_ ;" WIDE SAWCUt � �- _ METAL 'G' CHANNEL F_.O. S?_'U_D �^. FRL''•'L: V DRIP - FULL WIDTH OF OPENING ( r- I PRE-FINISHED SHEET METAL p - _ DRIP FLASHING WIT,4 ��8� ��L�O�IfV �v- METAL 'G' GHANME� II m 1 CONTINUOUS CLIP CEMENTITIOUS FIBER SIDING t aS`�°" ®COATEyj — — SWEET - -- - - =11- EXTERIOR MA,cOWRY WALL '--__ / � -- IAL- ARCHITECTS P.C, ,\ - ------- -- -�--� _ _._ DOOR STOP WITH _.__ Ulf _ F ABHiNNG WD PME - �--- ALUMINUM FRAME PER PLANS SEALANT --- RIGID INSULATION WITH METAL - ``` - ALUMINUM RECEPTOR U1EATi IERSTRIf'PING ry - \ cb- CHANNEL. ` 0 8W FlretAve.. 1 00 Portland, Oregon 07204 Ph.: (503) 2.23-8®®3 FURRING CHANNELS AT 24" ON ~+ , ----- ALUMINUM FRAME DC)(JBLE 18 ga MINIMUM -� ` SEALANT ALL AROUND - Fax: (603) 294-0827 CENTER - VERTICALLY I _�- JAMB STUDS - TYPICAL / \ TYPICAL -..--- INSU!_ATED GLAZING _ i - INSULL.�-EU GLAZING I / I E. SHA GALVANIZED BRAKE , ' I GLAZINIGD HEAD CHANNEL ALUMINUM EPTOR GY1 ' BOARC ASSEMBLIES \`- -THERMAL BATT INSULATION WITH i'IETAL COIIIER BEADS ALUMINUM FRAME - SET FRAME FOR INTERIOR J fi 1"i 8 DET,41 L J)4i"i f5 DETAIL �E,4 D D ETA I +,� TYPICAL J X*15 DET 4 f L 20 SERVICE ,6 ,� ,8 ,9 _ +�E�D DETr41L A8.3 3" I'-61" A8.3 3" V_v 48.3 3" • 1'-0" A8.3 3" I'-V" rl I " --- GLAZING GLAZING i - — SOLID PANEL WITH - - GEMEN'ITIOUS FIBER i/I li��,+■' r -- --- GLAZING I / ALUMINUM FACING EAGN SIDING OVErc MOISTURE V V WALL BEYOND - BARRIER SIDE TYPICAL INSIDE-- - IN41GE O1,179ID� �d 1p� Q�IT�, jjZF (� S TSID� !► 01" 41jI$IC?F SEE GORNIER FLASHING ._ Y 2 LINE OF SYSTEM AB.t CONTINUOUS SE4L=.'�' - ALUMINLe, ENTRY DOOR LINE OF SYSTEM---- LINE OF STSTEM FRAME TYPICAL FRAME ---------- .- -- ----- LIF SYSTEM ---\` 1 ---- ALU'11NUT1 ENTRY DOOt2 FRAME - -- ALUMINUM ENTRY- DOOR' I - ALUMINUM ENTRY DOOR - ---- UEATHER8TR1�' � I • +,, '-____ Q DATE: FEBRUARY 2UCb 4- ALUMINUM THRESHOLD ---- WEATHERSTRIP --- WEATHERSTRIP - -WEATHERSTRIP --- v ALUMINUM THRESHOLb � AL lA-iINUM THRESHOI.:- - --- c_ -- - ' P.O. _STUD ■_FA. F4-'-� JOB NO.: 0200.00 CAB r_IN ALUMINUM ENTRY ASSEMBLY- SET IN FULL ASSEMBLY- SET IN FULL - ASSEMBLY- SE? IN FULL MAT FRAME ALIGN TO SED OF SEALANT BED OF SEALANT BED OF SEALANT - DAAWN Fay ENTRY SYSTEM FRAME- ALUMINUM THRESHOLD - TOP-SET ENTRY MAT - - TOS"'-5ET ENTRE" Ii. 2 1 ' CHECKED BY: l ASSEMBLY- SET IN FULL # i='REFINISHED SHEET I BED OF SEALANT - N_IG. WHERE OCCURS - N.I.G. CEP FLASHING WITH �_.___- REVISIONS: RECESSED !N'ERIOR- -- ENTRY MAT PROuIDE BLOCIGOUT AT PROVI7E BLCY:KOUT AT 0 r-PROVIpE gLOCKOIJT AT �- PROVIDE BLOKOUT At ---CONCRETE WALK AF 4 WOOD ATI-ILETIC: CONCRETE WALK A7 CONCRETE WALK AT f.)UARRY TILE FLOOR- CONCRETE WALK AT EXTERIOR DOORS - FLOORING EXTERIOR DOORS EXTERIOR DOORS - IN GROJT FEED EXTERIOR DOOF?S - -- - ---- SLOPE AWAY Jig" PER FOOT _ SLOPE AWAY)j" PER FOOT _ __ SLOPE AWAY ,!o�" PER FOOT SLOPE AW.4( 4" PER FOOT MINIMUM " _ ! 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SHAPE CENTER (3)MINIMUM CONDITION, SEE INTERIOR ELEVATION / - ------�� \\ --- _� FOR LOCATIONS- 1 F LEDGER PER STRUCT"IlGLE v RIGID NS'JATION WITH METAL - - GALVANIZED STEEL AN RAL - r FURRINia CHHANNELS AT 74" ON L AROUND ALUMINUM FRAME \\ PAINT FxPOSED EDGES CENTER - VERTICALLY r \ - TYPICAL ----- TIN SEALANT `\�� -- CON UOU9 SE L \ PREFSHEET METAL tNI&WED CHANNEL RECEPTOR CLIP �`' 14EAD FLASHNG WITH P S / - ALUMINUM RECEPTOR HEAD CHANNEL �.` MASONRY NESTED 18 ga JAMB -� - ---- 4-U`1INUM RECEPTOR ALUMINUM FRAME STUDS PER WALL TYPE - -- ALUMINUM FRAME - CHANNEL �- EXTERIOR MASONRY WALL _- ��--THERMAL BATT INSULATION PER PLANS / ALUMINUM VENT OPERATOR INSr--CT SCREEN WITH WITH ADAPTER 1 AATEINUM LUMFRAMEWITH I -- ALUMINUM ENTRY" DOOR U NUM GLAZING ALUMINUM FRAME INSULATED GLAZING ALUMINUM BREAK SHAPE INS�4E4D DETAIL 2 P,4NSION J �i"18 D T41L 3 SILL D T4 ! L 4 1llll4E42 DET41 5 J411 T4i �. 8 D �. 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LI DETAIL ,0 ��4D DET41L 3' ■ V-0" A8.4 3" • I'-P)" A8.4 3" I'-0" 3' • -0" A8.4 3" I'-0" INSULATED GLAZING I . CEMENTITIOUS FIBER INSULATED GLAZINGALUMINUM FRAME SIDING OVER MOISTURE ALUMINUM SILL PAN ALUMINUM FRAME BARRIER FLASHING - HEM EDGE — SEALANT - TYPICAL —ALUMINUM BRAKE °SHAPE YPICALINSIp;w OUT§I �f�€ uT 1 C WATER/..11R - I��ISHED SHEET METAL CLOSUR>_BOARD 2„ _ IN ( OUTSIDuYPSUM B�`ARD --- GYFSUM FLASHING WITH CLIP / /ASSEMBLIES WITH ASSEMBLES WITH BARRIER � ALUMINUM FRAMEINSULATED GLAZING METAL EDGE AND METAL EDGE AND owlCORNER BEADS CORNER BEADS \ / CONTINUOUS SEALANT. / �^ TYPICAL i METAL STUD FRAMfW_2 METAL STUD FRAMING F.D. STUD • F.O. FRAME --- - ' WITH 9ATT INSULATION WITH BATT INSULATION - - PREFINISHED SHEET METAL FLASHING WITH HEMMED - EDGE :7, ALUMIKUM BRAKE - , IV SEALANTI --SHAPE AT SIMILARCONDITION \ -' ALUM!IUM BREAK SHAPECEMEN7!t10U5 FI9ERAT ROOMS 201, 201 D - / ALUMINU? f FRAME 209, 4 2;5: - ---- - - ALUMINUM FRAME WITH ALUMINUM FRAWITH- 1- INSULATED GLAZING-- ExT=BLOB SHEA7H�rIG WITH INSULATED GLAZING INSULATED GLNG RIGID INSULATION WITH I MGI$T'JRE BARRIER EXTERIOR SHEATHING 11,TH / METAL FURRING MOISTURE BARRIER \ r' CHANNELS AT 24" ON --- DOUBLE JAMB STUDS CENTER - VERTICALLY WATER/AIR BAR21ER DOUBLE i8 ga JAMB � --' I"CISTURE BARRIER - ��- IUATER/AIR BARRIER �\ - BATT INSULATION STJDS PER WALL TYPE WRAP OPENING FULLY ALUMINUM BRAKE SHAPE, THERMAL BATT INSULATION -- ---- GYPSJM BOARD 5EE INTERIOR ELEVATIONS, FOR ASSEMBLIES W'TN METAL LOCATIONS -� 511_L DETAIL ,2 `' ILL DETAIL ,3 J41„15 DETA1 : YOPNERBEADS ,4 J,4M5 DETAIL. ,51�l�NTI�1 A8.4 3'. . I'-0" A8.4 3" . 1'-0" A A 3" • I'-0" A9.4 3' l -0" A8.4 3" • i-0" INSULATED GLAZING NSULATED GLAZING--- _ --INSULATED GLAZING ALUMINUM VENT OPERATOR ALUMINUM VENT OPERATOR - � _- - WITH ADAPTER \ y ---- _-- INSULATED GLAZING � 4-�" �_ - 4�„ INSECT SCREEN WITH WITH ADAPTER ALUMINUM SILL PAN ALUMINUM FRAME FLASHING - HEM EDGE - ALUr11NUM FRAME INSULATED GLAZING 1 ALUMINUM FRAME TYPICAL 781DE INSULATED GLAZINCsINS�" QJTSIDE fN8!DE fi � I INSECT SCREEN WITH— , 1GYPSUM / ALUMINUM FRAME: ASSEMBLIES WITH-\ i / _ ALUMINUM WINDOW MULI.ION � METAL EDGE: AND � � S INSECT 6CRE:EN WITH-� ,�, GYPSUM E30AFU) CORNER BEADS ALUMINUM FRAME a.55EMBLIES WITH r NSF_CT SCREC?N WITH---\ ` --- - _ _ - -- METAL EDGE AND ALUMINUM FR:..ME METAL STUD FRAMING GYPSUM BOARD -� ALUMINUM BREAK S'iR BEADS H i - - WITH BATT INSULATION ASSEMBL IE5 I ^ ! \ PREFIN SHED SHEET METAL SHEET METAL FLASHING V \ FLASHING WITH HEMMED f�(� �� _ EXTEND BELOW SIDEWALK H I 1 � �EDGE LUE SEALANT ASSOCIATES ALUMINUM E3RAKE I `- -- PREFINISHED SHEET ALUMINUM VENT OPERATOR ALUMINUM WINDOW MULLION \ 4 SHAPE WITH WITH ADAPTER ARCHITECTS�C�� P.C. METAL STUD FRAMING - � FLASHING WITH GLIB I V �N�� OLITBIDE � CEMENTITIOUS FIBER FASTENERS AT SIMILAR WITH BATT h 4SULATION a \. SIDING 1230 SW First Ave., 1300 SIMILAR -- MA..ONRT' FLASHING - WEEPS CONDITION - \ EXTERIOR BREATHING WITH w ! ��_ Portland, Oregon 67204 AT 32" ON CENTER - (3. MINIMUM MOISTURE BARRIER / ! INSECT SCREEN FRAME WITH �I Ph.: 1603) 223-8683 EXTERIOR SHEATHING WITH ALUMINUM VENT OPERATOR Fax: 1603) 264-0827 --- S.S. GOUNTER°SUNf< y MOISTURE BARRIER INSIDE Ot,!?SIDE WITH ADAPTER WATER/AIR BARRIER I' I HEX-WRENCH FASTENERS l' AT 12" ON CENTER I ! MASONRY VENEER CONTINIUOUS SEALANT EXPANSION JOINT FILLER / \ / ` ' I }�I 16 S I j�L DETAIL 17 S I I I ---- WATER/AIR BARRIER I \T. I I I I 19 Y _TIG 4 �l�f I OI `l 20 S ! L.L DET 4 1 L L�. DETAIL ,8 �O}�I �O .�,� l�>\iT N �i� L L L fi' A8.4 3" ■ V-m' AB.� 3" I'-0" A A 3" • I'-0" AB.4 3" • 1'-0" A8.4 3" 1'-0" RE'URN 1:1 ?NRS .JTwt,EXTERIOR MASONRY WALL 2' OPEN;Nl - T�FICA_ CEMENTITIOUS FIBER V ��' --- PER PLANS - SIDING OVER MOISTURE . X BARRIER SEALANT - TYPICAL- SE.+L ANt _ - r RIGID INSULATION WITH METAL FURRING CHANNELS A7 24" ON PREFINIBHED SHEET METAL l PREFINISHEp SWEET # 2., FLASHING WITH CLIP CENTER VERTI BALL` METAL FLASHING WITH GYPSUM BOARD ASSEMBLIES CLIP WITH METAL EDGE AND CORNER - - -- CONTINUOUS SEALANT. BEAUS _ TYPICAL Q DATE: FEBRUAaY 2005 - METAL 'G' GH Ar4NEL F.O._STUD- F.O.FRAM F.D._BTUD_�P.O.FRAME __ JOB NO.: 0208.00 DRAWN BY: CHECKED BY: REVISIONS: ... ., C / -' \ �-ALUMINIA"1 VENT OPERATQ v� f INSECT SCREEN WITH _-� \ -__ - WITH ADAPTER Iw ALUr11NUM FRAMP ALUMINUM FRAME ALUMINUM FRAME WITH 1� \ r ALUMINUM VENT OPERATOR WITH ADAPTER DOUBLE JAMB STUDS-- - / / - EXTERIOR WALL PER PLANS \ INSECT SCREEN Q -------___ i WITH THERMAL E ,%T1 \\- DOUBLE JAMB STUDS -.---_—INSFCT SCREEN IUITF INSULATION BATT INSULATION uj AND WINDOW DETAILS ALUMINUM FRAME GYPSUM BOARD ASSEMBLIES WITH - ___________ ♦♦^^ EXTERIOR DOOR -- INSULATED GLAZING METAL CORNER BEADS - TYPICAL - -- ----- GTP5il" BOARD V, III � ASSEMBLIES WITH META•'�'• x t I //��}�,.} DETAIL "'� /� �EI-1" j�I/'� I ' /�M /� CORNER BEADS - TYPI� ,r 21 1r!O , I.,15 E D 22 J t'�41 1 E3 +./ E T A 11. 23 NOT O T 1,.•i 5 E D 24 J�'�M I 15 D E T r'-'� 1 L. 25 J,�1�'1�3 D�T�i l . �. ��W� �. 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PER PLANS — ALUMINUM SILL RECEPTOR SIV - PREFINISHED SHEET METAL METAL FRAMING CH-=^'NF_ ry FLASHING WITH CONTINUOUS CLIP �J SEALANT EXTERIOR MAbONRY OR �'J Cz _ _ � CONCRETE WALLS PER --ALUMINUM RECEPTOR FLANS =^ CHANNEL �I =rr .moi �J N - ALUMINUM FRAME -- PFINI3H( 7 SHEET METAL _ �_�."�'--ALUMINUM FRAME FLASHING WITH CLIP - SAwCUT OUTSIDE I 1N$ID� T I � I T- INSULATED GLARING MASONRY. TURN UP FLASHING I ----� INSID'� STOREFRONT. -INSULATED GLAZ!r!r. FINISHED SHEET ' FRE METAL FLASHING WITH 4� 41" CONTINUOUS CLIP 6 5ILL DETA f L 7 NOT USED NOT USED 9 � D T,4 f�. ,o J ?"1DETAIL: 8 L A8.5 X" • 1'-0" A8.5 X" 1'-(d" A8.5 3" 1'-0" 5 EQ. EQ. CONTINUOUS SEALANT AT INSULATED GLAZING MASONRY VENEER - Ic JAMBS RETURN AT WALL �. DOUBLE JAMB S'UD5 0" TO 51' - AL UM!NlA1 FRAME - OPENINGS TYPCAL TRAVEL /— PROVIDE ADAPTER AND EXPANDABLE PANEL OUTSIDE INSIDE OPERATOR AT EXTERIOR MASONRY WALL _ NOSE - FINISH SAME AS OPERABLE LOCATION PER SCHEDULE PER PLANS PANELS - -- -- — -- - _ ry ALUMINUM SILL RECEPTOR FR*I' PER CEILING , --. FRaMEC GYPSUM BOARD CEILING - — - PLANS \\ I ----- - ^ -- FFASHING WITH SHE F ^1ETa. ' - -- y ,IAMB FINISH SAME AS PANELS - I1ASONRY FLASHING - WEEPS iv! AT 32" ON CENTER - (3) MINIMUM `--ALUMINUM FRAME METAL STUD FRAr''11NG WITH � A � EXP N1),45L1~ INSIDE I TRACK PER PLANS METAL STUD WALL �� JON -- _- --- - PLASONRY WALL PER FRAMING PER PLANS I INSULATED GLAZING GYPSUM BOARD ASSEMBLIES- Z ,�QMB --- - -�� -- _ _ SEALANT `_ W!TI4 METAL EDGE AND W Z = -- ------------__ _ --- MASONRY VENEER PSEFINISHED SHEET k I STEEL BEAM - REFER TO COS NER BEADS METAL FLASHING WITH 4" STRICTURAL }� /� Q GAG O I E�f�uL E CONTINUOUS CLIP . I �8"o x Z" LONG HANGER _ /�M *� P { RODS 13Y MANUFACTURER10 12 I=ANEL L �r"t 1tT I T ( �./I V J�'-!I I 14 5 ILL D E T A ( � ,5 J�1 i T.�-1 f j.. A8.5 3" 1'-0" A8.5 3" 1'-0" A8.5 3" !'-011 HANGER BRACKET BY 1 MANUFACTURER t/ I 8" METAL STUD FRAMING 4 1 (RACK - INVERTED. CAPTURE AT MOVABLE SEE WALL T,F'E5 -- --- 9EE WALL TYPES — � F'AR"TION MOUNTING ----- _ - BRACKET - - a: DOUBLE METAL STUDS PROSCENIUM y rM a SEALANT BOTH SIDES -- (NONE AT SIMILAR) OPENING CONTINUOUS I�' FRAMING :g" TYP. - METAL TRACK ANGLE a�d GYTAL EDGE PSUM BOARDTYPICAL S AT :1' TYP. - - PREF!NISHEC STEEL TRACK �--- BIDE SEALANT BOTH SIDES - I / p p p ESU yp5k l BOARD � - STEEL, 4-WHEEL BALL -- TYPICAL � ELS- US Ea UOK .155EMBLIE6 WITH METAL BEARING TROLL.EYf, HOLLOW METAL FRAME, — -- _ ED!iE AND CORNER BEADS I GROUT FILLED - PAINT , b�� S S©�O iA U Imo'S VINYL TOP SEAL Uti P'11 l�o� OPERABLE PANEL , ARCHITECTS P.C. TRACK Portland, Or• HOLLOW METAL FRAME, 1230 8W Flrst Ave., 1300 <sLAZING STOP - PAINT GROUT FILLED - PAINT pon 97204 Ph.: (503) 223-05983 GLAZING STOP - PAINT Fax: (503) 204-0827 BRAC SET GLAZING - SEE WINDOW _-'- SCHEDULEI ,I GLAZING - SEE WINDOW SCHEDULE SEE WALL TYPES O F EE f R /` 8 L E SEE WALL TYPES It - _,F =ANEL F'AfRTITION — �4D _ ,� NOT USED 19 NOT USED ,9 HE4D DETAIL c 5 (LL 5It- 1IL4fR) 2� �E�4D DE7,41L ( & ILL elt L,4fi�' .) A8.S 3" I'-®" .� A8.5 X. I'-IV" Y A8.5 X" • I'-0" A8.5 3" I'-0" A8.5 3" I'-0" GLAZING - SEE WINDOW SCHEDULE GLAZING G E U E SEE WINDOW -- - ---- GLAZING STOP - PAINT -__.-� SSE PLP 2 GLAZING STOP PAINT SEE PLAN 2" PERPENDICUL�u�L, {i PE'2PENDICULAR WALL, y WHERE WALL. OCCURS - --- } Ifto - m DATE FEBRUARY 2005 SEE WALL TYPES—, 'mow JOB NO.: 0208.00 r I � ~ m DRAWN BY: MJB, jrp ,�--- OPERABLE PANEL I I' CHECKED BY: rhe PARI ITION PEVISIONS: W i — at p — ^^ ' _� DOUBLE METAL STUDS / W AUTOMATIC DROP SEAL i /�— PROVIDES 2" OPERATING SEE WALL TYPES ---- �� METAL EDGE BEADS AT ---✓ c:LEARANCE l- _r50%IW11) —% GYPSUM BOARD TYPICAL ANCHORS AT JAMB, --- �/ NONE AT SIMILAR / SEALANT BOTH SIDES - INTERIOR WINDOW AND TYPICAL DOOR DETAILS F!NISHEq --- FLOOR SEALANT BOTH SIDES Q HOLLOW METAL FRAME co - I E I 45L E HOLLOW METAL FRAME. i GROUT FILLED - PAINT GROUT FILLED - PAINT 2, '�N L PARTITION — SI�.L 22 NOT USED 23 NOT USED 24 J�41„i8 D T�41�, 25 J�41`1E5 DET,411 w w A8.5 3- • 1'-O" A8.5 X" ■ 1'-0" A8.5 X" I'-0" A6.5 3" I'-¢!" 3" I'-©" cr A t .yni.:,.va'"7'11�1FDf�bYIR• ,;,,;.-...r*ww..-......_.._.-._..._..__,�..___. - - LEGIBILITY STRIP z a a e a z. II OI 4 h I SEE W.:LI_ TYPES --- -_-- --:._ --� ------------- ._� - SEE T7 PE5 5FE U)"1_ L r=E5 DOUBLE METAL 57UD5 - ------_-__-- r METAL TRACK -- : METAL EDGE AND CORNER \ BEADS AT GYPsuM BOARD SEA"ArJr ecru 5!GE5 - 6E A:,r Bc:Tu BMs TYPICAL rr P C :L 5E.,L4"T BOTH 5!DES - v _I �-IO_LOw METAL_ FRAME, I � ry GP.OUT FILLED - PAINT. ---� _ ^' 1-- - HOLLOW METAL FRAME, J —1 HOLLOW METAL FRAME, L AT �1MILAR GROUT FILLED - PAINT. — 11 no GROUT FILLED - PAINT. �w FOR FRAME SHAPE SEE DETAILQ TYPICAL DOM TYPICAL I �'"' t" TYPICAL DOOR DOOR all SEE WALL TYPES SEE WALL TYPES SEE WALL TYPE INT IOR STUD HEAD z INTERIOR 1„1�450NR*r' HEAD 3 INTERIOR CONCR=TE HE ,4D 4 NOT USED S NOT USED A8.6 3" ■ I'-0" A9.6 3" I'-0" A8.6 3" I'-0" AB.ti )t" 5EE PLAN SEE PLANPERPENDICJLAR PONY 4" MIN �' PcRPENDIGULAR WALL 4" MIN �" DIMPLE FRAME :+T EACH !4J%" x 5" PERPENDICULAR WALL, — WHERE WALL OCCURS --_ EXPANSION ANCHOR FILL WITH 1" WALL,WHERE WALL OCCURS WHERE WALL OCCURS GODR EPDXY BODY COMPOUND AND GRIND I • a - SEE WALL TYPES — SF -DOOR SMOOTH DOUR ,- E WALL TYPES - SEE WALL TYPES SEE WALL TYPES - -- ICOR �,I� / I SEE WALL T`Pc_5 ir 0„ _ DOGE Q 1 1 J - i ui w -- - _ / c, I w 3 LLJ - Q ANCHORSANCHORS SEALANT BOTH SIDES - TYPICAL i SEALANT BOTH SIDES - ►� ANCHORS ANCHORS "I pcli' SEALANT BOTH SIDES - TYPICAL EACH (4) i� SEE PLAN SEALANT BOTH SIDES - DIMPLE FRAME AT HOLLOW METAL FRAME, TYPICAL / FOLLOW METAL FRAME, �„ SEALANT BOTH SIDES - - 1 „ EXPANSION x 5' TYPICAL ! ANCHCR F .L WITH 4" MIN TYPICAL ��_�__- �� GROUT FILLED - PAINT. --- HOLLOW METAL FRAME, �r GROUT FILLED - PAINT. HOLLOW METAL FRAME, EPDXY BODY GROUT FILLED - PAINT. -- ----� µ01_;.0W METAL FRAM, :COMPOUND AND F,_ GROUT FILLED - PAINT. -- -- - GROUT FILLED - PAINT. -- -� CRPENDICULAR WALL, � Ci '�" RIr1D SMOOTH W1-IERE WALL OCCURS LIFT I N I E fRI O R LIFT I N T E R I O R A6 �, TERIOR STUD JX-15 A9.6 INTERIOR 1"1,450 s INTERIOR CONCRETE J�41"15 _ 9 STUD JA1"1 ,o C0NC1<' T J�41"i A8.6 3 I 0 SEE WALL TYPES --- A8.6 3" I'-0" �91Fy W1 MANUF ��•-------- DOOR HOOD AND -- -- -J `' SEE WA-L TYPE 5 - -`� SEE WALT. TYPES -- --- SEE WALLTYPES �, P E �� --- - FRAME SY5'EM BEYOND SEALANT BOTH SIDES - ti 6EALA"' BOTH SIDES - — � t�'PICAL ------- - 3 , �� - - TYPICAL KITCHEN - _ MULTI- OBOOR DISHWAwH MULTI- '----- I ' y CASTER LOOP. HE AG - BY � I HEAD r MANUFACTURER --- i \ DOOR MANUFACTURER ---- i i METAL FRAME BEYON✓ *T y _ I CEILING WHERE 1 1 1 FLOOR FINiSu OCCURS - SEE PLANS STEEL GU'DE ASSEMBLY BEYOND - BY DOOR MANUFACTUR!ER - ROUGH OPENING - SEE INTERIOR ELEVATIONS EXTEND FLOOR FINISH 1'-0" MIN IN T PRIOR D 16HW45H INT R'IOR MCOILING DOOR HEAD A8.6 KITCHEN HE,4D , s CONCRETE TRE- 5HOL1 ,4 NOT USED ,5 1"1�450NR�` f DOOR ,41 AB.6 3 V-0" A8.6 X" • 1'-0" A8.6 3" ■ I'-0" SEE WALL TYPES - -- SEE WALL TYPES -- / SEE WALL TY PE5 ------ _ SEE WALL -T RES SEG Wt�L ^-PE5 -------- I!G TC•HEN MULTI' ' �r��'TIG'N MAIN STEEL GUIDE 453EMBL` 'cQgsjp� I _fc4R7 i GYPSUM 1 BOARD P�IRPpSE BY DOOR -4NLJFACTURER GYPSUM E5 STEEL GUIDE AS_AEMt3LY - ENTRY y WRAPPED BEHIND (37 DOOR MANUFACTURER - STEEL GUIDE - ELUS F-SL ;= � TYPICAL ARCHITECTS P.C. 1230 8W Flrst Ave., k300 - - 5'EEti ��:�E 485E-BL' Portland, Oregon 97204- STAINLESS STEEL FLASH ., ING I B` CCR ^'1.�NJL.:�JR.F�i Ph.: (603) 223-8263 ��^ I I\ GYPSUM BOARD TO MATCH DIMENSIONS OF -�._ I �• Fax: (503) 204-0827 - AS5EMBL I ES STEEL CsUiDE ASSkMBLY - C.TINUES AT 51M 20/Ab-6 ` t BY DOOR MANUFACTURER 6ELF— CL051NG; KITCHEN INTERIOR RECE}ITION INTERIOR L 15RARI N TER10R D I5�4W,45�4 INTEfi;R10R ,6 SECURIT,r' GRILLE JA15 K77 1"145ONfR*T' FIRE DOOR JAtI 15 FIRE DOOR JA1"13 1= IRE DOOR J41""I8 20 1"1,45CNR"r' FIRE DOOR J41-15 A8.6 3" I'-0" A8.6 3" I'-0" JL. L BE,CNS _L 5E1 ONL ' STEEL GUIDE I I - METAL FRAME B!=POND ASSEMBLY BEYOND --------- SEE WALLTYPES COILING SLATS ---- - - FRAME SYSTEM BEYOND � SEE WALL TYPESr-REFIN -----� 1 ALUMINUM THRESHOLD - _0AEM IPSHED BOTTOM R AFASTEN AT CONCRETE SIDE --- SSEM[3LY WITH RUBBER I ONLY - 12" ON CENTER - DATE: FEBRUARY 2005 SILL BY MANIF.+CTURER ----- STAGGERED STEEL GUIDE ASSEMBLY - ------.-- Q15HWA$-H I �, �I_ P JOB NO. 0208.00 BY DOOR MANUFACTURER DOO}F - - --- - --- -- a DRAWN STAINLESS STEEL FIRE �� CHECK.D BY: - - I R ., RATED COUNTER � SILL CVISIONS:^^ SEE WALL_ TY PE5 VERIFY WITS-4 INTERIOR WINDOW b 1 WOOD ATHLETIC FLOORIDOOR uj DOOR DETAILS Nti MANUFAGTURE� ;c 5E1�F - CL.OSINC-s �XT�RIOR 5�R�1C� D IS�UJ>'45� iN�' �R'IOR 2, S CURIT`r' GRILLE THRE5HOLD 22 C��1"iNA5IUM THRE&HOLD 23 DOOR JAI,15 24 NOT U5ED _ 25 1"1_4SONf.�' FORE DOOfR � �► 8 , 6 1~ A8.8 3" . V-D" A8.6 3" I'-0" A8.8 9" I'-®" A8.6 X" I'-0" A8.6 Y. 11-01, \. �- LEGIBILITY STRIP 3 a 5 6 - 11 12 113 1 le n e o 20 21 22 23 2a a 1. G 1 1 1 01 •,.�,..�i�„�,�l�.Ja-��;�,lI�tIJ�.►1�,l�la��l.I itl,�.l�_��a:Iniall�.lay.1��11.G1�1,!�IJa�IJ.il�ltl �lll,ltd'a111��11,�1t� �11 >.� �1,�I� l.� .�1�1 "Will,�'dR'M7RI4*. AM4btlhWM►+ hb �+ a,,,..4.� :.,. .,.+,......,.a- !eq^w'eM1_'AbA wMun.,, .,„�'h!M`.^►Mr.w ,w.,..•,:,,.,..�,:w ar^*,• .,, . .. rr. P�l�'rn4• 7•lA �,, 7MAfI,.t� .JkJI. ., .. -; ... 1�?h^!M' _. d'�R'M 'MY. .Aw'W1 ��I�C1'IIhP�MMTkW41MkAl., r.v v;.. MASONRY WALL PER PLANS FREEZER ROOF JOISTS - SEE STRUCTURAL DEFLECTION C 4ANNEL - FASTEN AT / I - REFRIGERATOR I 1-:_GOR J015T8 - SEE 32" ON CENTER STAGGERED MAN(4CTURED W:._'-- INTERIOR STRUCTURAL ---- - - - PANEL SEE KI TG+FN DUCTWORK - SEE MECHANICAL-- --" DOU15LE STUD FRAMING QUARRYTILE AT 45' OVER GROUT .4 --GYPSUM BOARD FINISH WITH METAL v a". OVE -- -� CONTINUOUS HORIZONTAL �� EDGE BEADS - TYPICAL 0 WALL I-HR RATED (SHOWN " DASHED BOLD) - SEE —� --- -- — ----+ ------- - Liub QUARRY TILE BASE ---- -- WALL SECTIONS. ----- �1 O UTILITY ROUTING - TYPICAL - / G SEE PLUMBING AND ELECTRICAL -"_ ��-�� .� �.■ —r �. �... I �l CONCRETE SLAB - SEE - --- ------ W INSULATION STRUCTURAL AND KITCHEN-- D -� CORRIDOR SEE GEILIIVG PLAN � � _ VESTIBULE _ -7 CEILING PLAN Sl18PENDED CEILING SEE CEILING PLAN PIPING SEE PLUMBING--- - PAINT FRAMING/EDGE BEAD A' �EE,LEf�. / RE•/EAL � STUD FEfR END ICUL ,4IR R !GR�4T0R cURT�r'FIC,4L COfRfRIDOR 5OFFIT 3 TO t-IASONfR'r� UJ4LL DET/41L 4 N0T _U5 D 5 NOT U5ED A$.7 I►•y" I'-0" A8 7 I" 1'-C° _�_� A9.7 3" I'-C" � �. A0.' %" i'-0" A8.7 X I'-®" i� NOTE T PATTERNS ARE ' Q ? INTENDED TO ALIGN WITH �✓ OPPOSITE WALL PATTERN / LOCATIONS AND FLOOR ACCENT PATTERN. --2xb ACCENT BULLNOSE - Q COLOR ! i �1( W --ACCENT TILE - COLOR 1 �1 SEE WALL ACCENT TILE - COLOR 2 TYPES / ---� -WALL FIELD TILE L LI 01/ 6 NOT USED 7 NOT USED 8 T�'FICAL �EADEfR5 � C4EfRM4'1'-11 C T ! LE �4CCENT N07 U5E D A6.7 X" I'-C" A8.7 3" I'-0" i1g" . Ir-0, A8.7A8.7 Y. 51-4!r1 ,45 REQUIRE") —* CERAMIC TILE (OrGV — - - c- VERTICAL COMPRESSION STRUT (MINIMUM SEE WALL T"PE \ ! SEE WALL TYPE CONNECTION DEVICES TO 3/4' ELECTRICAL CONDUIT) AN HANCsAR CONCRETE WALL BE OF AN APPROVED TYPE WIRE AT I2'-C" ON CENTER EACH WAY �-GOUNTERSLO!"E .aNG AARS IF �--- -�`- __ •J � �' WITH 200'CAPACITY _ MORE THAN 1:6 OUT OF PLUMB -BUILDING STRUCTURE - y G _/ CONTINUOUS VERTICAL ALUMINUM J-SHAPE PLAN . / ADDITIONAL 17RUBBER BASE TO ABOVE CEILING TILE (CUT a / HANGAR AT ALL GRID EDGE BOTH SIDES OF TILE WIDTH) 1 MEMBERS WITHIN II 8" OF PERIMETER - - + —SECURE BUILTO DING STRUCTURE, �`\ —'� LATERAL -� O O / OTHER TRAPEZ AR'sE OBSTRUCDUCTUORKi:NTIONS BRACING: _ STABILIZER BAR AT 45' - -.-^� SEALANT ALL r - -- - - - ----� BEMBE�R,SAaT I SIDES - TYP. / GROSS -RUNNERSMAIN RUNNERS AT 4'-0" - PERMETER - F:' BETWEEN /—SUPPORT WITH 92 WIRES RETURN TRIM, EAGI-1 r -7 AT 4'-0" ON CENTER SEMI-RECESSED FIRE EXTINGUISHER / AIN RUNNERS / SIDE CABINET - VERIFY ROUGH AND FINISH "EX-HEAD �'' DIA. SCREWS AT 4 OPENINGS, BLOCKING AND MOUNTING CORNERS OF EACH 'ILS I — I REQUIREMENTS WITH MANUFACTURER SEALANT ALL SIDES TYPICAL /�8' MAXIMUM 4'-0" ON CENTER 4 -0" ON CENTER SUSPENDED CEILING SEMI-RECESSED FIRE EXTINGUISHER 4'-0"4'-0" MAXIMUM _ - 12'-0" ON CENTER EAG" WAS' - MAXIMUM CABINET - VERIFY ROUGH AND FINISH — � 4 OPENINGS AND MOUNTING J �/ �I I I REQUIREMENTS WITH MANUFACTURER LATERAL BRACING AT 12'-C" tX,1 CENTER EACH WAY, EXT I I ` GU !5HE fR E XT I NGU 1 HE fR MAIN RUNNER TO STRUCTURE 2" BEGIN ROSS .1:s WITHIN I /`\ �•J 4'-Li" OF PERIMETER AND 2" FROM GROSS MEMBERS " 'MIG TILE (OFGI) P L E V A T I O N �,45INET AT 5TUiD '.� C�451NET AT �'iA50NfiR�' ,3 " rFICAL 5E 15?NIIC 5F 4CING; i !LE 1-IOUNTIN� A8.7 1 3" • "-0' A8.7 3" • 1'-0" I - I"xl METAL GRATE I bUFPPORTINGs 300 F'.5F. --- LI� BRARY CHECK OUT SEE CEILING PLAN - SUSPENDED CEIL.IhCs - SEE CEILING PL4;� --- " _ ROOF HATCH P - SEE GYPSUI.1 BOARD SUMP PUMP - 5Ut IP UM ----' ASSEMBLY 5" aLL�O C�L��G ---�- - ROOF LADDER - ASSO�uATLam-•S PER OSHA e5 A 24" O.C. BOTH WAYS �I I ---- - -- ` I- 65 M I EARV I S P.C. ALL RECESSED I ! -0---�� O = ___TT - GTEEL END CAP WELDED I I I IN PLACE �-�` PROVIDE GUARDRAIL -RUBBER NOSING W'TN - -- BETWEEN STAIR TS STRINGER - PAINT-MP3 ------- - CONTRASTING COLOR - ALT I , I iut•IDINGS DISTANCE TO TOP CONTINUOUS "0 STAINLESS LINOLEUM l ALIGN NOSING TO CONCRETE AND STEEL PAN - RECESS I I I OR BOTTOM RI5Ek + INSIDE FACE OF VCT - ALT �` - 2, TO RECEIVE FLOORING , T - / STEEL GABLES • 2j" O.C. CHANNEL LEG - - -- - F CARPET - ALT I I I MAXIMUM. CABLES TO NOT RUBBER NOSING -- PLAN ATI I I DEFLECT FOP 4" SPHERE TO m� HQh1DR41L�yi�,g I I I HANDRAIL - PAINT P3 I PA85 7NROlXN - 1 --SEE IJALL TYPE } �- IJ0" CONTINUOUS H4NDRAIL - KilaD d SEE ENLARGED PLAN II a ��.. L:.. -- IJ" MA . SOLID STEEL C. I I (METAI. FRAME STUD WALL AND GYPSUM 3"x3" 78 COLUMN - WELD AND , . �- r; BOARD AT SIMILAR - SHOIW DASHED) GRIND ALL CONNEL:TION5 f p� I I I T'6"PI�AL - PAINT P3 - --- / L RISER - TYPICAL---- IJ-4 YPICAL--- I I /-I "0 STEEL P,PE HANDRAIL PAINT P3 - CONCRETE SEE I , a Q / PEfa'FORATEDC. g1 r. PLATE I 5TRUCTURAL AT SIMILAR+ WITH "xl" L bHAF'ED STEEL BRACKET A I I WELDED TO 3"Ox " ANCHOR PLATE AT F5'-0" - 10• � � R SEES I ON CENTER MAXIMUM. SECURE TO MASCN�IRN CONTINUO'U:3 FILLET UIEi-D - W �` I WALL WITH (7) "0x3 FLAT HEAD EXPANSION GRIND SMOO'H - `' PAINT} ALL RISERS a �► ANCHORS COUNTERSUNK IN PLATE - L'JELD . / CARPET - EXTEND in () A7 GUARDRAIL r--- CONCRETE LANDING � BOTTOM OF TREADS FS I I STEEL PAN TREAD UNDER R15ER NO NOSING OR FINISHED HANDRAIL �'-f r _J a � FILL WITH FLArGE OF NOSING IN BASE BID •moo /•. CONCRETE ----- II - CO�`�lC�'ETE Tf2�" 1C/4L FAN '1 SECURE BRACKET TO METAL STilp .J T. I 5T�4I D TAIL �INIMUM (21 �",.�;" bG Wb 2 ;jTAIR DET41L 3 STAN. DETAI1_ 4 NC.)aING DETr41 � � NOSING DET4i�. A8.8 11v i'-m A8.8 14y" 1'-0" A8.8 3" • 1'-0" A8.6 31' I'-0" -GUARDRAIL - SEE DETAIL J"0 STAINLESS STEEL CABLES AT 2j" G. a0 MAXIMUM CABLE',: TO NOT DEFLECT FOR F I 4" SPHERE TO PASS THROUGH .i —CONCRETE SLAB OVER METAL DECKIN;s - SEE STRUCTURAL FINISH FLOOR �, �. 4 s I� �STEEL t3E:.M:i - SEE ` ST�,,.TT IFZ,4L IcaCONCRETE SLAB OVER METAL \ R DECKING - SEE _ �- : \STRUCTURAL :i - -- - 8 not L. eeb s ?'lOt USE'.O c t Lo. A8.8 X" • I'-0" A8.6 yc' I'-0" AB.6 X. ■ r-0" -'-HR HORIZONTAL LANDING WALL - SEE SECTIONS LASSEMBPSUM BOARD \ �\ I"x3" WELDED TUBE STEEL FRAME - '_'NT P3 ASSEMBLIES ON ! METAL HAT r--�"♦ STAINLESS STEEL CABLES 0 2j' Cc G+IANNELS I6" MAXIMUM. GABLES TO NOT DEFLEG' C.G. Q 3"x3"xj" ANGLE @ Z �\ \ PERFORATED RISES FOR 4" SPHERE TO PASS THROUG•4 Q « e r 6"xb"x#" TUBE STEEL 2 \\ ? -3"= n -110" HANDRAIL BEYOND SEE E. EG EG ENLARGED PLAN �- - \ 10"x3" TUBE STEEL \ STRINGER WITH CLOSURE - \ PLATES ALL EXPOSE - ENL FACETS - PAINT P3 - �J FINISH FLOOR C., m ENTRY 51-A 11R SCS!1T4� ENTfR�, S C ION LOOfGINC UJ ST ,3 rOt USed ,� CzUA .D��4 ! i_ L. U,4T101�1 ,5 ��Ot u5e6 A8.8 X. i'-0" Aa.B 1'2" I'-0" A8.3 X" • 1'-0" I b - --------1 i - \ GUARDRAIL £'IEY�JPIf� - SEE DETAIL \ J� - GONTI14110U5 HANDRAIL - 10" 6CONTiNUOU5 H RAIL SEE ENLA ED PLAN - WINDr u BEYOND \ /� SEE EN,_ARGED PL PAINT P3 TYPICAL --STEEL CHANNELS AT 4 p' \ \ / 1"x3" WELDED TUB STEEL I ---� I ELUS c� -SUCK EIx:E5 OF LANDING ` \ 'i -��ktWT -- L -J U a� 1 FAILG•�SS00� A ES BOLT TO NORTH AND END WALLS / \ /, /// CONCRETE SLAB OVER METAL CONCRETE SLAB CVER METAL I -0 •RCHITECTS P.C. DECKING - SEE 5TRIICTURAL ARCHITECTS t DECKING - SEE STRUCTURAL �\ \ -0 00" � 230 8W First Ave., 300 - -� �- - --- \ Portland, Oregon __._________ + I'x3" TUBE STEEL FRAME TOP WELD Pfes9720�6 -- -- ------ FINISH FLOOR FINISH FLOOR -------------- -------------- CrAND GRIND ALL CONNECTIONS __ ___ STEEL CH LS AT Ph,: (1303) 223-6083 TYPICAL - PAINT p3 \ EDGES G LANDING - BOLE Fax: (603) 224-0927 TO NORTH AND END WAI.LB O STEEL BEAMS - SEE / STRUCTURAL -I-HR HORIZONTAL + -- CONTINUOUS j"e STAINLEa5 STEEL STEEL BE S SEE WALL_ - SEE SECTIONS 5TTFIIGTU L CABLES w 2�" OC, MAXIMUt-+, + GABLES TO NOT DEFLECT FOR 4" - I �1 -- 12"x3" TUBE STEEL SPHERE TO PA55 THROUGH ��-I-HR HORI TAL WEST � STRINGER tUIT:-1 CLOSURE STAIR Q PLATES ALL EXP05 - WALL 5f SECTIONS- O ? END FACETS - PAIN( EQUAL I EQUAL 710-57 F P3 I'x3" TUBE STEEL FRAME VERTICALS , Q 0 + 3'-0" ON GENTEk MAXIMUM - WELD ACOUSTICAL AND GRIND AI.L CONNECT IONS PANEL 10"x3" TUBE STEEL STRItJGER ~ T m ACOUSTICAL PANEL CEILINGS CEILINGS SEE TL q PERFORATED RI ST IR ., `�- - TYPICAL - P.11NT p3 CEILING PLANS) W , C-LOSURE PLATE ALL I RISERS ry �\ SEE CEILING PLANS --- ---- rn AT UPPER RUN + EY.PO� END FACE ryJr-AW ` - -- PAINT P.3 CONTINUOUS �"0 STAINLESS STEEL -- -- _ -- -+-J �. „ * �"0x4" EXPANSION .ANCHORS _ . CABLES A 2�" P.C.MAXIMUM. ------ -•-��' THROUGW FRAME BOTTOM AT 3'-0" y--8- \\�/ CABLES TO NOT DEFLECT FOR 4" LANDIfVCi' + ON CENTER MAXIMUM - CENTERED IN LANDING -- - 'SPHERE TO PASS THROUGH EACH BAY CONTINUOUS WELD AT + STRINGERS. DAZE: FEBRUARY 2006 ERFORATED RISERS AT UPPER Fo.,N, DOOR BEYOND - -- STORAGE C= \ `COLIC RISERS ON LOWER FUN + 1"x3" TUBE STEEL FRAME BOTTOM - STORAGE JOB NO.: 0208.00 Allo \\ WELD AND GRIND CONNECTIONS MM _ ---_ �\ Ala m DRAWN BY: SKS - -GUARDRAIL BEYOND TYPICAL - PAINT p3 CHECKED BY: _SKS I-HR HORIZONTAL !LACE L_� -IjO" CONTINUOUS HANDRAIL BEYOND 1-HR HORIZON; REVISIONS: BELOW LANDIWI ANC` SEE ENLAWSED PLAN "- LOWER RUN OF 5TA1R5 C II WALL BELOW ` LANDING AND C _ WALL BEYOND -/ l - I II StAIRB - SFE PLAN -_� C I II I LOWER RUN of / - - STUD WALL i SOFFIT WHERE OCCURS SEE BEYOND _ II FILE: 02080.8081D.VF dwg 10"x3" TU,5E STEEI. 1 / _\ STRINGF..)2 WITH CLOSURE l Ifi ++ PLATES ALL EXPOSED E \C__! ? FACETS BEYOND - PAINT p3 INTERIOR DETAILS -13'-4' 13'_41 -� FINIS+�FL.00R �FIyISH FLOOR //1 ST�, fi� SECTION 5T�41� SECTION � 71 OOKINC: NC. RT S-AF341 lip _ _ .� �3 C UTARD FAf L 5ECTION 24 1_Oc-f�.ING SOUTH Lu A808 ,. _.. ..�.�...T •-•-'-.•+.-��,F--',max-,ter,-,.; LEGIBILITY STRIP `3 Cfrl� ' _' 3 a 3 A 7 8 9 10 11 12 13 14 IF 1� r+ IL, 20 21 22 2'3 24 2't, 26; 27 2r+ 2U 30 , OI !� HSN 1 sxl I Y � al.+��l�ll�,l, �' h�!1i��t1��t1��,I��.L1.,1��1i��JILI�I!1 I. ��, I , ,� �I�LIIJa.L��►��1, ,�,11 I:' ��J��l�l�l.�l>�1 ! ' � � .t�.� .1�',L�.l�t. '�►, 'I Aoj 11I 1111101111 . 0 1- I" --WALL - 5EE PLAN 1 WALL _ TYPES .44GENT DOLOR "D" - T7 F- I ! GL-3 (SLABS SOFFIT AT 0'-0" MAIN FAGS OF CONCRETE WALL _ -�"f FLOOR LEVEL ON SEALANT BEAD ON V BEYOND % / METAL. ANGLE LEDGER ONE METAL TEE FOR PENDANT MOU'N' LIGHT FIXTURE- PAINT METAL ri THIN-SET EPDXY GRGl1T CONCRETE SLAB OVER METAL O 9 p DECKING - SEE STRUCTURAL , I / OFCI - STUDENT DECORATIVE I TILE. APPROXIMATELY 8"x8".a' K / THICK --- - ZZ".��E-�- -CEILING TILE GLOUp - SEE ° ' 1 I "- / CEILING PLAN - ACCENT DOLOR °E" 3' 0' _ I ACCENT DOLOR °D" �• -----FLOOR JOIST - SEE BTRUGTURAL r- I WALL - SEE PLAN 1 WALL _ TYPES O LIGHT FIXTURE - SEE CEILING - -CONCRETE WALL PES PLAN 4 ELECTRICAL PLANS not used z TILE INLET EA / not used _ 4 1-.- ICs�►T ��r4FT BOTTO l 5 4CCENT P�TTEFRN A8-9 X" ■ 1'-0" A8.9 3" • I'-&' X" Lu i not used not used 8 not used 9 not U5fd not used A8.9 X" 1'-0" A8.9 X" . I'-0" A8.9 X" I'-0" A8.9 x" f'-0" A9.9 X• PANEL -MASONRY WALL PER PLANS - STRIKE FRAMING - TOP AND BOTTOM ARE OPEN JOINTS FLUSH AT AREA OF WAINSCOT - -MASONRY MALL CARPET 3- T y,-4" AFF - -CONCEALED 'Z-CLIP FASTENER UP - --LINE OF ,.,: _L .r� i LIG"T GAUGE R;RRING CHANNEL - / / PAINT TO MATCH WALL PRIOR TO VfNYL C7VER WALL PROTECTION PAD VIN L COVER WALL PROTECTION PAi - 4- P.:,NEL INSTALLATION - mak \ I CIAGONAL LIGHT GAUGE FURRING r G1•+ANNEL - REFER TO INSET ELEVATION � \'- LAP WAINSCOT CARPET TOP AND BOTTOM - TYPICAL " _--- LAP WAINSCOT CARPET TOP AND BOTTOM - . rPICAL I -CARPET WALL L:4INSCOT . CARPET WALL WAINSCOT MASONRY °'ILASTEf �I A FABRIC COVERED ACOUSTICAL PANEL Ua 7 w tL not used ,2 not used _ ,� UJ�4LL t'�'i�OTECTION �AU ,4 �UALL F PROTECTION FAIR �COI��T C. L FANEL A8.9 X" I'-IV A8.9 X" 1'-0" A8.9 3' ■ I'-0" - A8.9 3" I'•0" A8.9 3" I'-(d' WOOD ATHLETIC METAL FLOOR /--VOLLEY BALL STANDARD FLOORING / PLATE SUPPORT SLEEVE - PROvIDE BLOCK-OUT PER MANUFACTURER WOOD ATHLETIC 4 FLOORING - SEE DETAIL INSET PLATE AT / 81N14B 1ED CONCRETE FLOOR FLOOR TO BE FL WITH FINISH SURFACE bilex-- --t-- E LT U S E S U O '. ASSOUATEC a I I a ARCHITECTS P.C. �„ I ,.• a d 1230 8W Flrat Ave., #300 97204 CROSS BLGC-.KING AT SLEEVE Ph.: (503)nd, regon 223-6903 2 bu' I^ LOCATION Fax: (603) 294-0827 NON-544RINK GROUT IN MINIMUM � b"ex8" BLOCK-CUT - VERIFY REQUIRENIENT3 WITH MANUFACTURER ,s tict 1�5ab ,7 not uscaG� ,e not ubIsd ,9 VOLLE*r 5ALL, 5LEt tZ AB.9 X. . I'-ra" A8.9 x" " 1'-0" A8.9 r" • 1'-0" A8.9 11/2" • 1'-0" - -- MASONRY WALL PER PLANS � METAL 31UC FRAMING PER (METAL STUD FRAME At SIMILAR) --- -- M4SONR Y MASONR`' UNIT \ � PLANS - FASTEN TRs1GfC W!T�•1 .145 POWDER DRIVEN FASTENER-43 AT 32" ON CENTER ALL JOINTS THIS LEVEL AND 1905 WALL CARPET WAIN!3GOT - SEE BELOW STRUCK SMOOTH PER 3X3xj" TUBE STEEL WITH I"♦ x 31" ELEVATIONS / ABUSE RESISTANT GYPSUM / PLANS- VERIFY.FILL SMOOTH THREADED STUDS AT (3)EQUAL \ BOARD =INISH HOLD SHORT AS NEGES5ART (4)SIDES>- / - , V POINTS FOR FRAr11NG ATTAC4-"ENT ----"- CARPET TRANSITION 1RIM - AT FL-OUF; FOR VENTING a (CONTRACTOR OP- IN: WEI D STUD 3EE DETAIL FR4A'ING 10 STAN�.NION) 8� - -- --------- - - --CARPET TRANSITIC7N tRIH - •, t, � -E'. SEE DETAIL® - V Q DATE: FEBRUAnY 2005 CONTINUOUS ALUMINUM �-;� T -- DOUBLE STUD FRAMING VENTILATING BASE -�`-� 9 - PERIMETER WOOD zz �� JOB N0_- - 0208.00 CONTINUOUS ALUMIAUM S U DRAWN BY: SKS LEEPER - 1YPIGAL ("'" VENTILATING BASE TYPICAL EDGE BLOCKING ��- WOOD ATHLETIC T CHECKED BY: SKS d / FLOOI4ING BETWEEN SLEEPERS - i+1 BASE PLATE I --PERIMETER WOOD d" �__REB'LIENT CARPET TRANSIT10,1 _ Z -- d i SLEEPER - SEE DETAIL B STRIP - ADHESIVE ATTACH PER Q REV1S!�NS: /z/ Lu /i I WOOD ATHLETIC FLOOR?•NG = --- • 1 MANUFACTURER WITH MEGHMIIGAL '0 -, FASTENERS AT IF" A4 CENTER 4° -- (?) J"e ANCHOR BOLTS ' iY -1 IV -LINE OF METAL STUD BLOCKING ?" ?^ w At FRAMED WALL AT SIMILAR j FILE: 02090_Woiu_�F dA r�----- - ---- / - - I --WALL CARPET VAPOR BARRIER EXTEND CONCRETE SLAWi-- - CONCRETE 3LA131-7 �.VAPOR BARRIER TAREADED SPUD UP WALL CHAMFER EDGE 1 / 1-VAPOR BARRIER GI-'AMFER EDGE j.. �' � / i b uu INTERIOR DETAILS 1' 1 -RE.9ILIENT CUSHION PAD I/ J \- - RESILIENT CUSHION PADS AT / -- 1 ' . SL EEI�ERS/BL OCKIIIG - TTF'ICAL WOOD ATHLETIC FLOORING � w (�I C rt 21�LOW WALL 5T,4NC�410N BASE �'ETAI _ 54,5 T.-, I WOO �4T� TIC FLOOR NCS UJr-tiLL T��NSITION ��T�'� iL Lu I 22 L 23 1-/ � �� L 24 � L� ZS W Lu Ab. 3" ■ I'-0" AB.9 3" I'-D" A8.9 3" I'Av* A8.9 3" I'_0• A8.9 no scale s �/ .01 LEGIBILITY STRIP c g r a Iq 2'021 22 c3 24 _^-S F c7 2A ;'U S ON, ■ 1I��I e A I I,tlt . l�,la,i,..�l,tli.11.� �t1.aLla.1,�1.�1t1�,ltl�.Ll�!1t1.11.11.�1.�1�1�,�GI,�,�,�I.I.UJ�.l�rltl,1.111,(.�,J.-�.� l�ll�.IaJ.i�d�t�Ul�l�ll�la.li.L�t��tll�,lalt�a�1:,1.,,�1J1�1J,WLJ,+J�1�.iJaJ,t1�.1�1t1�,l,Lltal.ual;,l!I. Amo01. 4 ,MMIIM4!�, _ - tx�MNr. ,"'�0.'FI �,M ",�w.M1�YXNan. .;N!'.K,Mrn"e ?w...m'!.rM.wiia•,•e•. r. wh a,•��>-v.; - --- - r.rr�rrrw• i �r ;! I - PLASTIC LAMINATE BACKSPLASH K� PLA5TIG LAMINATE PLASTIC LAMINATE BACKSPLASH BAr ;LA5H WHERE WHERE OCCURSOCCJRUNLESS NOTED OTHERWISE N ut — STANDARD DRAWER 6` PLASTIC LAMINATE _W A SINK AND FAUCET - SEE COUNTERTOP AND Ul —' MECHANICAL PLASTIC LAMINATE COUNTERTOP SELF-SELF i lWll PLASTIC LAMINATE COUNTERTOP AND SELF-EDGE D0 --- '� A"D SELF-EDGE Y —ryC --� V "V r ! _TI t I d ADJUSTABLE SHELF U -- DOORS AND BASE AT CLASSROOMS 9 CONTINUOUS SUPPORT (�� r RE51LIErIT BA5E 1'-9" VERIFY I Q W'TH PLUMBIC r TYPICAL I - ROOMS 8215 B216/D213/D215: I PROVIDE FRAMED PLUMBING CHASE N PLASTIC LAMINATE DOOR UITH REMOVABLE PLASTIC LAMINATE PANEL FOR BACK-TO-BACK SINK { a INSTALLATION \ — RESILIENT BASE TYPICAL I AT SIMILAR / 3' _��----T TYPICAL RESILIENT BASE - 6" v 2 .b not used 2 not us�oi 3 CC�UNTEfRT0f= E)E T AIL 4 COUNTERTOP IDE7,4IL 5 �4S � UNIT D T,4 I L A8.10X" I'-m" A8.10 X" - I'-m" A.t3.10 3/4" ■ 1'-0" AH.1p 3/4" - 1'-0" A8.10 3/4" - 1'-m" 00 J,r Z 2 -c :�_ - — 8'-8" AFF _ _ 1'-m"-* _ --- (2)GROMMETS �T ----� HEAw DUTY SHELF KNEE SPACE I � - PLASTIC LAMINATE STANDARD COUNTERTOP ; ADAISTABLE STANDARD -- l SHELF j - HEAVY DUTY SHELF � I SUPPORT � J I' 7 1, N L _ ; I" HEAVY DUTY UTILITY -- r ,1 - ADJUSTABL KEYBOARD PLASTIC LAMINATE v � SHELVING TRAY WHEF,E NOTED DOORS ®� CABLI"':a ACCESS HOLE I PANEL ACCESS DOOR WITH GROMMETEC, v v FASTENERS j , r (3)ADJUSTABLE HEAVY -- ��' RESILIENT BASE - 3" 3 I �` I DUTY UTILITY SHELVES LU TYPICAL 3'-0" — —PLASTIC LAMINATE DOORS b TIRAN5>'4CTION COUNTEFR / UFFEfR UNIT e OPEN UTf L ITS' 15 E4E ' �INC� 9 not usEcl ' : [,� � A8.10 3'4" A8.10 3/4" 1'-m" A8.10 3/4" - 1'-m" A8.10 X" . I'-m" — PLASTIC LAMINATE a c� BACK5PLASH AT ; •:.. SIMILAR PLASTIC LAMINATE — — STANDARD DRAWER FINISHED BACK PANEL (NONE AT SIMILAR) fi' ----- PLASTIC LAMINATE (2)GROMMETS AT COUNTERTOP AND STANDAR- DRAWER KNcE SPACE SELF-EDGE j— PLASTIC LAMINATE / PLASTIC LAMINATE -- I COUNTERTOP AND / COUNTERTOP SELF-EDGEr4 71 � I AL-)JU5TABLE STANDARD — . SHELF ADJUSTABLE STANDARD 1^' E J SHELF 0 r S TRAY UA4ERE NOTED • r CABLING ACCESS PLASTIC LAMINATE DOOR PLASTIC LAMINATE DOOR HOLE 3 TYPICAL RESILIENT BASE - L_m. PANEL ACCESS DOOR FA6TENER5 TED RESILIENT BASE �— RESILIENT BASE RESILIENT 15ASE - TYPICAL 1'-m" 2'-m' TYPICAL 3'-m" TYPICAL „ ISL4ND UNIT ,z 545E UNIT 13 8�5 I�NiT 14 not US�OI ,5 L134��' SLYINC A8.10 3/4" - I'-m" A810 3/4" - 1'-0" A8.10 3/4" !'-m" AP.1p X" V_0'. A8.10 3/4" ■ I'-m" Y '!' --- ----- EXTENDSIMILAR rCF' PANEL A', I A 8 S\`)C�A IF FE az' w. ARCHITECTS P.C. II ADJUSTABLE STANDARD SHELF 1_m, Portland. Oregon 07204 1230 8W First Ave.. 1300 II 223-6983 Fix -) STANDARD SHELF _ I Fax: I(03)) 294-0827 1"4 CLOTHES ROD M 's II � �— ADJUSTABLE STANDARD SHELF PROVIDE LABEL/CARS RS AT EACH I � II �_ HOLDE SHELF EDGE.. 12"X.14" VANITY MIRROR WITH �•:l at --- —PLASTIC LAMINATE DOORS - -- PLASTIC LAMINATE DOORS a, y IU " PLASTIC LAMINATE Y II / MIRROR CLIFS - INTERIOR -- ADJUSTABLE 5+J'. L VES SIDE OF DOOR � II SPACE EQUALL r PLASTIC LAMINATE DOOR ---------`_'--- I - CONTINUOU5 S, - - FIXED STANDARD SHELF ;9AGKSPLASN PLASTIC LAMINATE e k aD b - ---- -- COUNTER WITW aD { II r SELF-EDGE � r r l PLASTIC LAMINATE II COUNTER WITH FALSE BACK PANEL FOR SELF-EDGE VENT CHASE AT SIMILAR ---__ - --- - DATE: FEBRUARY 2005 I ADJUSTABLE STANDARD 0 � - - ■ JOB NO.: i_ 0208.00 11 SHELF v `.-----__--- DRAWN BY: _ _SKS DOUBLE COAT WOOK - (1) PER ��--ADJUSTABLE STANDARD `-- _ _ --- UNIT 11 ; 6 r_ oHF.LF 2)IUHERE SHOWN CHECKED BY: SKS .II - - - - - PLASTIC LAMINATE DOOR REVISIONS: IUiaFRE SHOtW CORNERS - CD ESI II n O ------- v v - - I 020kWeil) vl :: y _ I � L sOBIt N 3 - RESILIENT BASES -------- RESILIENT BASE - "rr : 02010 ._.. _.RESILIENT BASE - RESI_IENT MASE • TYPIC 4L TYPICAL 2 m, TYPICAL 2'-m" TYPICAL \\ CASEWORK 4ETA11_9 .�.' 3" I'-il" At SIMILA 2'-2" -- # 3 RESILIFNT B<.5E uu CLASSROOMS - TYPICAL AT SIMILARCD t;L ASSIROC"S 2, G0�4T CLOSET zz STU NT TU (� T IT 25 COUNTS I� Tr41L U (RAGE 23 '� rOI�4GE C 45 INS 24 1 4 I L SOX UN w A8.10 3/4 1-m AS - 10 " " A8.10 .3/4" 1'-OJ" A8.1U 3/4" . I'-0" A8.10/' 3/4" I'-m° py+ cc , LEGIBILITY STRIP o 2 3 a 5 6 7 e 9 10 11 12 13 14 IF I> 19 IQ 21 a_; 24 25 �F 20 a4 a:� : I X. 1 I 01 11al�.laJ� �► ► 1 ,� lal!1 �•4 !!.�Itl��l.1.l1�-i�t�lu� liJll�,,Taal.l.!i.1.�l' JII �I.I•iiJullt�� htlw�tJ.lal ,l�.htU�l�l1�:;�1�l�ilJ�I�u�Jkh1�1tI�1G;t!� �IIJi.ILI�I �ILLI!h!!:I.li1l .1 ^Rr,. ,. "R'�TTFS're ,r.pay . i „ i.....v. .. -.:... .. . •-. :--... �. .. .:a.......' .. : -.. - :'i.. : �:i:'... T ! ..'FAY',. •.. ,. . .._. ..- ..._, -•i.. .: ,„ , .. GENERAL- NOTE; 1. EXPOSED DUCTWORK BHOWly HATCHED - VERIFY WITH MECHANICAL AND ELECTRICAL. =A 2. PRIME AND PAINT ALL EXPOSED STRUCTURE,DUCTWORK PIP96 �•� AND OTHER UTILITIES,COLOR PI - UNLE66 NOTED OTHERWISE. 3. ALL CEILING HE4WTS ABOVE FIN16W FLOOR NOTED IN 4 � 15 7 h RESPECT1v£ ROOM. AS., l Ll 4 WINDER EXIT SIGNS AaOyS UNLESS NOTEDOOT�H ORD LAYS OR.DOOR/ 5 FOR TYPICAL SUSPENDED METAL ILING GRID SYSTEM SEI&11C BRACING - SEE DETAIL 3 8.7 Q a) n1I U 6 CENTER&,SF'ENDED METAL CEILI GRID SYSTEM IN ROOM IN BOTH DIRECTIONS,UNLESS NOTED OTHERWISE CENTER ELECTRICAL 'TEMS IN EACH 2'-0"x2'•0"PORTION Or �'U ACOU6TICAL PANEL TILE OR SOFFIT - SEE ELECTRICAL ILI 1. PROVIDE JOIST BRACING AT BOTTOM OF JOIST AS REOIUIRED, aN� WHERE DUCTWORK RUNS PARALLEL TO JOISTS, IN JOIST PLANE. 8. HEADERS AT OPENINGS AT 8-8" ABOVE FINISH FLOOR UNLESS TT NOTED OTHERWISE. S. CENTER SPRINKLER HEAD WITHIN i -49"xi'-O" GRIP,TYPICAL. HEAD UP AND DOWN - TYPICAL. ++ 10 OTHERWISE d014 ROUTING AT EXPOSED STRJGTBUIQE UNLESS NOTED do-OR+ I E DERS - BEE DETAIL 6 7 �+ 4 ++++ `�r DECKIPRONNG DE F�+BOvE TYPIG«LT ALL 6EE�AI. FOR LOCATIONS.METALTED L6 TO +ate+++ 13. SEE A1.1 FOR. L. LOCATIONS FOR OCATIONB WITW GYPSUM BOARD FEIN SH -HOUR HORIZONTAL WALL ONLY (RESTROOMS, VESTIBULES,SOFFITS), �1 14. LKsHT FIXTURE TYPES AND COUNTS ARE DICTATED BY ++ I 15. ELECTRICAL NA REQUI D ATOALSLBMEGNANIGAL AND PLUMBING EQUIPMENT CONCEALED WITHI'I GYPSUM BOARD CEILINGS OR 6Grf1TS CENTER ON E�PITS /CEILINGS. 16. ALIGN SMOKE DETECTORS TO CENTERLINE OF MECHANICAL DIFFUSERS AS SWWL OTHERWISE CENTER IN GRIDS 1?. ALL CEILING HUNG FLOURESCENT PENDANT LIGHT FIXTURES TO - I BE 2'-0" CLEAR FROM CEILING. 16. SEE MECHANICAL FOR OPENINGS AND CONDUIT M ALL WALLS. OI M. SEE MECHANICAL FOR BOTTOM OF DUCTWOI1K ELEVATIONS. I ' T 1 ` 20 NO USED. rririioiMraror rew.rirrirri�.iiiriiri0iiiii�l 21. NOT USED. _ 22. NOT USED. 23. ALIGN SOFFIT EDGES WITH ADJACENT WALL - T r PICAL.MATCH ADJACENT WALL WIDTHS - TYPICAL. 24. LOCATE MECHANICAL DIFFUSERS AND GRILLES IN SUSPENDED LING YSTEM R LOCATIONS DRAWN.. 1 v I I 25. VERIFY ALMETAL L CEILNGD 6PENETRATTIION LOCATIONS WITH PPLUMBING, �D ---- - _ -- --- - - --- - -- _ _�- - - - - - --'-. - ---- --- - - - --- - - -- - ---- ------ _ - _--- _ MECHANICAL,AND ELECTRICAL. 26. ALL METAL STUD AND GYPSIJ•'1 BOARD ASSEMBLIES EXTEND TO r++ BOTTOM OF METAL ROOF DECK AT EXPOSED STRLZTURE r I 1 ROOMS.GYPSLIM BOARD ASSEMBLIES AT METAL STUD WALLS i I ' TO EXTEND 6" ABOVE CEILING MINIMLrl UA-ERE FULL SUSPENDED META�_ 1 OCCUR UNLESS NOTEDILING GRID OTHERI.06E6Y6TEM OR GYPSUt-+ CEILINGS 11 21. PAINT AAj�,IL.�NON-MANUFACTURER FINISHED CEILING SU�:ES I COLOR(5 UNLESS NOTED OTHERWISE WITH SYMBOL`•/ 28. CONSTRUCT WALLS WITH HATCH TO METAL DECK AS PER FOLLOWING DETAILS, -- ----- --- ��- A8.7 PARALLEL TO BEAMS L� � j I 7 PERPENDICULAR TO METAL DECKING 1 ( � } -+ -" ++�- - -- --�- - ----- -- - ----- - ---- - - ------ -- ---- - ----- - ---- -- 8 T PARALLEL TO META- DECKING `J 29. 2'-0" CLEAR FROM CEILING TILE TO PENDANT LIGHT FIXTURES 1 I UNLESS NOTED OTHERWISE. Ills< ` 30. PROVIDE ACOUSTICAL PANEL TILES AT LOCATIONS SHOWN WITH 1 I SUSPENDED META- CEILING(s'RID SYSTEM.SEE AMID FOR SYMBOLS 1 Cl: AT ALL ROOMS WITH GRID,EXCEPT CORRIDORS. _ 1 C2: AT ALL CORRIDORS (ROOM NUMBERS A104, -r A105, AI06,5100,CI01, 0101, 0102, A212, A223, A229, _ - I 8210, G206, AND 0209). ��— I C3 AT KITCHEN. -- -. - - I----- ----- - -- i -- -- - - -- - -- - -- .. qf� O •' - - - + GYPSUM BOARD ASSEMBLY ON G4• PROVIDE -�¢ MINIMUM 31" 25 GAUGE METAL STUD FRAMING AT 24" ON CENTER UNLESS NOTED OTHERWISE. C5: METAL SOFFIT PANEL ON METAL STUD FRAMING. 4-�` ,m NOTr.N j �: '7, `•+,.. N. -- lvl� El to ® —� A82 ,:, �' ,•� ;; A w c ® g KEY NOTES (2)LAYERS �"GYPSJM BOARD ASSEMBLY AT THIS ® AI b O AREA FOR I-HOUR RA'ED CONSTRUCTION. y ® © 1 ® ® XTURE TN19 AREA WITH v A• 4 T i I I �. UL 0 s.T A� 1 E 0r a _ -0' O INA Ll(:,14T �I I I .4• I'-4' COORDINATE L GH MECHANICAL AND PLUMBING - NG SEE ELECTRICAL. Al 6 C 4' I © 'Y - ., _ - � -- _ I � CENTER ON WALL • 10'-2' ABc7VE FINISH FLOOR 2 8 r p1 +"' ` �, a,, S`J II BI01 BIOS W v CENTER ON WALL • 13'-6" ABOVE FINISH FLOOR - AI01 - �. 2 6 Z 6 - -- ® t O CENTER EXIT LIGHT BETWEEN RECESSED DOWN LIGHT. W ; �;,`" Q a E O CENTER ON WALL • 8'-0" ABOVE FINISH FLOOR FLUS L-Sfes-ICK LI w A O NOT USED. AS30CI]ATES KITCHEN HOOD ARCHITECTS P.C, 2 m Oy FIRE RATED ACCESS DOOR 1230 SW First Ave., 1300 ® OPRVTO _ Portland, Oregon 97204 vE Ph.: (603) 223-5653 (103 SLOT FOR COILING DOOR Rax: (503) 294-0827 W 1 - _ J U - r _49 - 1 10'-B' - __. __ ® ® 11 PROJECTOR MOUNT (W.C.) - VERIFY LOCATION WITH �J I - - - OWNER PRIOR TO ELECTRICAL. INSTALLATION - I I - DUCT PENETRATION - SEE MECHANICAL. 11 - - - - Allo � - 10''8 5110 1 ® - - (1� (2)COMBUSTION AIR DUCTS TO ROOF - SEE 1 Dlll V MECHANICAL. ' 8111 � _-•- S I � I I _ - 10-8 1 I I 1 + O METAL STUD DESIGN TO ALLOW FOR CEILING HUNG GREGO;IY N. 1'"' s - - -_ EQUIPMENT - SEE MEC�IANICAL. s SKYLIGHT - SEE ROOF PLAN. �� `yQ• T r w A i� - I - - - 1� ALIGN DIFFUSERS WITH SOUND PANELS - SEE INTERIO" ELEVATIONS. UNISTRUT GRID TO SUPPORT RIGGING LOADS OF - --. _._.- -.._-_. ____ 10000 LB.MASS DISTRIBUTED OVER CEILING AREA- 12 SEE STRUCTURAL. R CENTER ON WALL • 2'-C" ABOVE 0'-0" FINISH FLOOR ------EBR - o DATE: FEBRUARY 2005 i BASKETBALL BACK BOARD SUPPORTED FROM JOIST ,JOB NO.: 0208.00 DRAWN BY: SKS F'OOF HATCH AND ACCESS LADDER - SEE DETAIL 2 •_,_ � ® a CHECKED BY: ,SKS AS.♦ A9.. REVISIONS! d � I l0 U CONSTRUCT SOFFIT A8 I - NOUR LKJRIZONTAL WALL - - S ? ♦ w�a 2 j FOR LOWERED MECHANICAL DUCT. t Ai.2 ► Ab,t ( 1- TENT FIXTURES TWIS ROOM OR SOFFIT. IL) uj -- \ I PROVIDE METAL STUDS FOR FIXTURE MOUNTING ARMS ® FILE: 02O9k9OlLCP-VE.dwg AT METAL SOFFIT PANEL ---------- -- (�� NOT USED. Y 1 2 t', '+ 1\ �� LOWER S 6 O7 (A I ( g ) 10 ® BRACE LIGHTS WITH (4)i" AIRCRAFT CABLES AT W CEILING PLAN _ W / DEGREES PER FIXTURE FROM SWAM INC, WEST LOWER EEEEd CEILING FLAN - WE15T A9 , 1W ITN!fl lffillII'111T�11�titi IIiI I�11 111.II 1 t tl I 1 Ijli Ta, ILEGIBILITY STRIP C111� � �� a � � j I � �10mm.1 cm d 1 1 12 13 1A i 18 17 t8 19 ?_U 21 22 23 24 25 28 2� 20 2 +_,', EI I I OI HON, w, . ' ' I�' .I ;lil� 1�1 ,1:1�1�111�4�Ul�Ulu1 �, l�ll�l ►1J.1.4 ,11�littl �lllltl�. �altI,1u� �1 ►!tlt!tlWi: Jtl,�la,l �' ,� 1�111a11 I I' ' �Jl i 9 n. •�, : .: ... _ �`` 4.,amu....b w...'.,44+:ti. ♦. ..,u.::.:- 1:i•.,:i:.' ' ev, RF}+f5-uJrnti4w+I v. ✓v a x ••-�Y.+aN K-YP4." M P!„ W.IY!,w6+A{'+k +Yif?-. '� ,- •.- NN, GENERAL NOTES I. EXPOSED DUCTWORK SHOWN HATCHED - VERIFY WITH MECHANICAL AND ELECTRICAL. 2. PRIME AND PAINT ALL EXP06ED STRICTURE,DUCTWORK,PIPES AND OTHER UTILITIES,COLOR PI - UNLESS NOTED OTHERWISE. 3. ALL CEILING HEIGHTS ABOVE FINISH FLOOR NOTED IN 15 RESPECTIVE ROOM. 3 11 12 13 14 ('ti 1 C8> 4. CENTtR EXIT&W" ABOVE DOORS OR DOORWAY'S OR DOOR I WINDOW FRAME,UNLESS NOTED OTHERWISE. S. FOR TYPICAL SUSPENDED META. ILING GRID 6i'STE"I SEISMIC BRACING - SEE DETAIL iJ kill 1 V 0 I 7 QC b. CENTER SUSPENDED METAL GEILI GRiD SYSTEM IN ROOM IN U I I BOTH DIRECTIONS,UNLESS NOTED OTHERWISE.CENTER ELECTRICAL ITEMS IN EACH PORTION OF ACOUSTICAL PANEL TILE OR SOFFIT - SEE ELECTRICAL. 2'-0"x2'-0" IJ y i , DITWORkN5 PARALLEL BOTTOM OF T ARALLELO JO6TS AS REQjjRE0, "REDUCRK IN JOIST PLANE. 0. HEADERS AT OPENINGS AT S S" ABOVE FiNI664 FLOOR UNLESS NOTED OTHERWISE. j 9. CENTER SPRINKLER HEAD WITHIN 2'-0"x2'-0"GRID.TYPICAL. 1 j HEAD UF' AND DOWN - TYPICAL. 10. NO UTILITY LUTING AT EXPOSED STRUCTURE UNLESS NOTED OTHERWISE. It. FOR TYPICAL. HEADERS - SEE DE L 8.7 12, PROVIDE FIRESTOPPING AT ALL RATED S TO METAL, ' ' I DECKING ABOVE,TYPICAL - SEE AI.)FOR LOCATIONS. SEE 41.1 FOR I-WOUR HORIZONTAL L LOCATIONS.FOR 13. WALL ONLLOCAT'Y(IREB ROOMS, VESTIBULITH GYPSUM BOARD Fb0OFHOUR HORIZONTAL r I 14. LIGHT FIXTURE TYPES AND COUNTS ARE DICTATED BY ELECTRICAL DRAWINGS,LOCATIONS BY ARCHITECTURAL. 15, ACCESS HATCHES REQUIRED AT ALL MECHANICAL AND B CEILINGS OR SOFFITS.CENTER ON SOFFITS I CEILINGS. doom" - - - - PLJMDING EQUIPMENT CONCEALED WITHIN GYPSUM BOARD Ib. ALIGN SMOKE DETECTORS TO CENTERLINE OF MECHANICAL DIFFUSERS AS SHOWN.OTHERWISE CENTER IN GRIDS. I I hNG. ALL CEILIHUNG FLOURESCENT PENDANT LIGHT FIXTURES TO BE 2'-0" CLEAR FROM CEIL'NG. IS. SEE MECHANICAL FOR OPENINGS AND CONDUIT M ALL WALLS. ' I 15. SEE MECHANICAL FOR BOTTOM OF DUCTWORK ELEVATIONS. 20. NOT USEC. 21. NOT USED. ' \,J 22. NOT USED. 23. ALIGN SOFFIT EDGES WITH ADJACENT WALL - TYPICAL.MATCH ADJACENT WALL WIDTHS - TYPICAL. ��ssss�r 24, ME6TQED AL CEILING GRD 8 STEMM PER LOCATIONS D �I 25. VERIFY A6.L CEILING PENETRATION LOCATIONS WITH PLUMBING, I I - - - - —t- _ - --- - - - —_---- -- -- -- _._-- MECHANICAL. ANO ELECTRICAL. 26. ALL METAL STUD AND GYPSUM BOAPC ASSEMBLIES EXTEND TO BOTTOM OF METAL ROOF DECK AT EXPOSED STSWTuRE ROOMS.GYPSUM BOARD ASSEMBLIES AT METAL STUD WALLS I I TO EXTEND b" ABOVE CEILING MINIMUM WI-ERE HILL SUSPENDED METAL CEILING GRID SYSTEM OR GYPSUM CEILW36 OCCUR UNLESS NOTED OTHERWISE II 21. PAINT AA�,�' NON-MMAPACTURER FINISHED CEiI.ING SUES COLORt21UNLESS NOTED OTHERWISE WITH SY-IBOL ws 28. CONSTRUCT WALLS WITH HATCH TO METAL DECK AS PER FOLLOWING DETAILS- -- - - - - - - -- - --,- 24 PARALLEL TO BEMIS w�-• °=GZPEN0;CULAR TO METAL DECKING RALLEL TO METAL DECKING 2% 2'-C" CLEAR FROM CEILING TILE TO PENDANT LIGHT FIXTURES UNLESS NOTED OTHERWISE. 30. PROVIDE ACOUSTICAL PANEL TILES AT LOCATIONS SHOWN WITH SUSPENDED METAL CEILING GRID SYSTEM,SEE AI.0 FOR SYMBOLS I Cl: AT ALL ROOMS WITH GRID,EXCEPT CORRIDORS. C2: AT ALL CORRIDORS (ROOM NUMBERS A104, A105, A106, 15:00,C101, D101, D102, A212, A223, A22S, B210, 0206, AND D20S). t:3: AT KITCHEN. C4: PROvIDE GYPSUM BOARD ASSEMBLY ON MINIMUM 3r25 GAUGE METAL STUD FRAMING AT 24" ON CENTER. UNLESS NOTED OTHERWISE. Ii Asc C5: METAL SOFFIT PANEL ON METAL STUD FRAMING. At,.t i r ® o a I d q a , ® o W 1027 77F7-;... .r" z - J KEYJ NOTES ---- ) '-�• j 1 (2)LAYERS 1" GYPSUM BOARD ,4SSEMBLY AT THIS E ® ® 4' ® ® ' O AREA FOR 14-O R RATED CONSTRUCTION. ®-0 I ® — _ 4' E 3 ,r ., T141R5 O COORDINATE LIGHT CIXTURE THIS AREA WITH C $ -0 pi's MECHANICAL AND PLUI''31 QCs - SEE ELECTRIC44 AL. 6 :�. \/ .�. � 4' .•I .�.� Q pl -� O Ci=ALTER ON WALLA 10'-2" ABOVE FINISH FLOOR w 4' 2 y I 0 ® 6 TF11GT r,� GIS 1 1 -al ® DkaS O CENTER ON WALLA 13'-6" ABOVE FINISH FLOOR 6 D 3 S CENTER EXIT LIGHT BETWEEN RECESSED DOWN LIGHT. �. O6 CENTER ON WALLA 0'-0" ABOVE FINISH FLOOR ELL p w AIG, - - NO USED �L'C ;: 14,1 ES KITCHEN HOOD ARCHITECTS P.C. - 3)TYP ® FIRE RATED ACCESS DOOR 1230 SW First Ave., #300 - — Portland, Oregon 67204 - -- - ® BLOT FOR COILING DOOR Fa ((S03) 223-6063 9 0827 Fax: (603) 284•-0827 PROJECTOR MOUNT INLC.) - VERIFY LOCATION WITH OWNER PRIOR TO ELECTRICAL INSTALLATION. CI01 DUC"' PENETRATION - SEE MECHANICAL. - 10'-8' - ® L -- - `J ® (2)COMBUSTION AIR DUCTS TO ROOF - SEE -- _ MECHANICAL. DI06 11 I I D101 I 1 DI®9 �4 METAL STUD DESIGN TO ALLOW P-OR CEILING HUNCs EQUIPMENT - SEE MECHANICAL. SKYLIGHT - SEE ROOF PLAN. - -- - - — __ O ALIGN DIFFUSE" WITH SOUND PANELS - SEE INTERIOR _ Q ELEVATIONS. UNIS-RUT GRID TO SUPPORT RIGGING LOADS OF I — - — --- --- -- 10000 LB.MASS DISTRIBUTED OVER. CEILING AREA- - --- — - - -- — _ SEE STRUCTURAL. \J ® CENTER ON WALL A 2'-0" ABOVE 0'-0" FINISH FLOOR_ \`J DATE: FEBRUARY 2005 I I 19 BASKETBALL BACK BOARD SUPPORTED FROM JC'!ST JOB NO.. 0208.00 DRAWN BY: SKS ' As+ I I I ® ROC.F HATCH AND ACCESS LADDER - SEE DETAIL CFIECKED BY: SKS REVISIONS: til'if 11 Q d CONSTRUCT SOFFIT AS 1 - HOUR HORIZONTAL WALL - FOR LOWERED MECHANICAL DUCT. ;1 �•? A•� �' U TENT FIXTURES THIS ROOM OR SOFFIT. ll' U lU Uf W ct)Id) cA PROVIDE METAL STUDS FOR FIXTURE MOUNTING ARMS FILE: 01010 WILCP VE:Otrg At METAL SOFFIT PANEL. 40 NOT USED. 1 I (''� 12 13 t4 15 16 17 CEL% 18 �� BRACE LIGHTS WITH l4)�" AIRCRAFT GABLES AT g0 EA�ES..TMM � LOWER O W�` DEGREES PER FIXTURE FROM SWAYING. � l lid\ ` 1 GE I L INCA PLAN - E A5T i \A9.1E/ 11r" I'-D" ---- A 9 , 1 E LEGIBILITY STRIP f __ m 3 7 6 � IO 11 12 13 is IA i- i io , 3 24 q - :1 Y i1Jl�l� ........... „'l 5 . — , a�lYlhtrNll" t ..< a ,..;.Yxwa MaM Hy.N,�+wY+! K�'+r;.r.w r,.,wi.., +.•r p�.r:w:.y„ ,.,, - n-...»y„ ..t .. -, .. .. MiENw .SF{�f ml 77 )` f GENERAL NOTES I. EXPOSED DUCTWORK.OWMN HATCHED - VERIFY WITH J MECHANICAL AND ELECTRICAL. E=1 2. PRIME AND PAINT ALL. EXPOSED STRUCTURE,DUCTWORK PIPES �7 1 AND OTHER UTILITIES,COLOR PI - UNLESS NOTED OTHERWISE. 3. ALL CEILING WEIGHTS ABOVE FINISH FLOOR NOTED IN 2 3 4 RESPECTIVE ROOM. d ) y l�`.)J 10 4• ANTER EXIT 81GN8 ABOVE DOORS OR DOORWAYS OR DOOR/ WINDOW FRAME,LNLE66 NOTED OTHERWISE. I � S. FOR TYPICAL SUSPENDED METl.L ILIIyG GRID °v"$'EM SEISMIC BRACING - SEE DETAIL , I I A9.7 - 11 in O V b. CENTER SUSPENDED METAL CEILI GRID SYSTEM IN ROOM IN - --- --- ----- - - -- �1 BOTH DIRECTIONS,UNLESS NOTED OTHERWISE. CENTER ELECTRICAL ITEMS IN EACH 2'-m"x2'-m" PORTION OF df u ACOUSTICAL PANEL TILE OR SOFFIT - SEE ELECTRICAL. U u I�u T. PROVIDE JOIST BRACING AT BOTTOM OF JOIST AS REQUIRED, LD nWHERE DUCTWORK RUNS PARALLEL TO JOISTS, IN JOIST PLANE. i AI 1 f\J 6. NOTED OTHERWISE.OPENINGS AT W-S" ABOVE FINISH FLOOR UNLE66 1, I. CENTER SPRINKLER HEAD WITHIN 2'-m"x2'-0"GRID,TYPICAL. HEAD UP AND DOWN - TYPICAL. 10. NO UTILITY ROUTING AT EXPOSED 6TRUCTURE LNLE66 NOTED 11. FOR TYPIOTHERWISCAL. HEADERS - SEE DETAIL S 7 r ( 12. PRCVIDE FIRESTOPPING AT ALL RATED �A,LL6 TO METAL I ' DECKING ABOVE,TYPICAL - SEE AIJ FOR LOCATIONS. 4 - 13. SEE AIJ FOR I-HOUR HORIZONTAL WALL LOCATIONS.FOR LOCATIONS WITH GYPSUM BOARD FINISH, I-HOUR HORIZONTAL WALL ONLY (RE6TROOM6, VE6TIBULES,SOFFITS). L12 3 14. LIGHT FIXTURE TYPES AND C01NTS ARE DICTATED BY W 1 d' Ep ELECTRICAL DRAWINGS, LOCATIONS BY ARCWITECTURAL. W © EpA20I I I6. PLUMBING"TCHES I_QUIPMENTC4C0NCEALED WIIRED AT ALL T14I G�ICAL AND lPSUM BOARD EQ- - Ep -- - - Ep - - - EQ '-_-- CEILINGS OR 6OFFITS.CENTER ON SOFFITS/CEILINGS. • • V. >b. ALKmv 8h10KE DETECTORS TO CENTERLINE OF MECHANICAL A2 h' { " " (1 O DIFFUSERS AS SHOWN.OTHERWISE CENTER IN GRIDS. O E •' � � u „ �y W II w ~ Q 11. ALL CEILING HUNG FLOURESCENT PENDANT LIGHT FIXTURES TO w BE 2'-m" CLEAR FROM CEILING. r -r t '_©„ 11'-1�' a - _ _ Q = _E -- m ` _ /; ry _ _ _-- _ _ - = v ( I 18. SEE MECHANICAL FOR OPENINGS AND CONDUIT IN ALL WALLS. I I ` Is SEE MrGHANIGAL FOR BOTTOM of DucTUJORC ELEVATIONS. J1 o ,, � 2m. NOT uesD. I C E W I _ - A1m1 22'. NOT JSED. 23. ALKN SOFFIT EDGES WITH ADJACENT WALL - TYPICAL.MATCH ADJACENT WALL WIDTHS - TYPICAL. �� t 24. ' OCA rE MECHANICAL DIFFUSERS AND GRILLES IN SUSPENDED 208 ® I I METAL CEILING GRID SYSTEM PER LOCATIONS DRAWL O O \ 25. VERIFY ALL CEILING PENETRATION LOCATIONS WITH PLUMBING, �.. MECHANICAL,AND ELECTRICAL. i Ili W I , 6' / i -_ ( I 26. BOTTOM OF METAL ROOF DECL METAL STUD AND GYPSUMK XP06ED STRUCTURE ARD AS&EMBLIES EXTEND TO O I'- ROOMS.GYPSUM BOARD ASSEMBLIES AT METAL STUD WALL$ Ala W /� 9 TO EXTEND b" ABOVE CEILING MINIMUM WHEPM FULL 7 / SUSPENDED METAL CEILING GRID SYSTEM OR GYPSUM CEILINGS / I / OCCUR UNLESS NOTED OTHERWISE. � 3Q / -7- - 21. PAINT AAi�1L�NON-MANUFACTURER FINISHED CEILING SU E6 I1 O �` Q 10' 8 \\ / �� 4) 1 V GOLOR(P21lA1LE$$NOTED OTHERWISE WITH SYMBOL I (2108 _-i V `.J �`JJ A2t3 FOLLOWING DETAILS. - - -- - - - - - � - - � � - - _ WI 1-- E � (2 12''� I 28, CONSTRUCT WALLS WITH WATCH TO METAL DECK AS PER "�� J, G,v 4 _ ►- 2' I' W ® 9 1 0 \ r }� 8.7 PARALLEL TO BEAMS I, PERPENDICULAR TO METAL DECKING -_ - -- - - - W-"�I — B - - AZI� 8 • 6 ® 141 O (� — PARALLEL TO METAL DECKING v I 1�w � _ +y d A211` 29 _ `••J 29. 2-0" CLEAR FROM CEILING TILE TO PENDANT LIGHT FIX"ORES O _d" UNLESS NOTED OTHERWISE. - - -- - - _ 3,9. PROVIDE ACOUSTICAL PANEL TILES AT LOCATIONS SHOWN WI-44 I w �' ® SUSPENDED METAL CEILING GRID SYSTEM.SEE AIZ FOR a SYMBOL s 'w ® � • CI: AT ALL ROOMS WITH GRID, EXCEPT CORRIDORS. © Q C2: AT ALL CORRIDORS (ROOM NUMBERS A104, 1 w - I I I _� AIE5, AI06, 8105, C101, DIV, D102, A212, A223, A229 - _I,— -- - - —_ - - - a I 8210, C206, AND 02091. - -- in �� j 2'-m' 5'-V" O e._m C3: AT KITCHEN. i 0' GA: PROVIDE GYPSUM ESOARD ASSEMBLY ON 1 I; w -4! Mlr;!MUM 31" 25 GAUGE METAL STUD FRAMING AT 24" I �'_ I w 0,1 Dwi � t ON CENTER UNLESS ESS NOTED OTHERW15E. 'd C5: METAL SOFFIT PANEL ON METAL STUD FRAMING. Q Q p E � ! ,` 2 ,.� - � ' r• .• ` �" ,'� � �•,O .gyp .r-.6,, h. �''•a •' -07 w ANY i w C _ _ -�' B2a°J '�' g * - - --- --- -- J - _- •a w KEY NOTES w _,_ - D 5,0 4 0' 4 ! 12' 0' I ® I 12' „ B 10 9 T LIr O (2)LAYERS �" GYPSUM BOARD ASSEMBLY AT THIS 4.. K © 2,- l 4' -U. © 13 4 - AREA FOR I-WOUR RATED CONSTRUCTION. int _ _ i `' COORDINATE LIGHT FIXTURE THIS AREA WITH Q 1 ' A - - `I MECHANICAL AND PLUMBING - SEE ELECTRICAL. L — m„ I 1 1p � O � ,. O3 CENTER ON WALL • 10'-2" ABOVE FINISH FLOOR i il4 �0 "'QL 1m m p :.' 5212w 5TRUCT _i_ J121-01 O CENTER ON WALL • 13'-6" ABOVE FINISH FLOOR ( r 4" 1 �•) 12' 2" 1 12' .21 O CENTER EXIT LIGHT BETWEEN RECESSED DOWN LIGHT. - I E 6 CENTER ON WALL • 8'-0" ABOVE FINISW FLOOR O �e w -ALIG �7 NOT USED. 9'11 S S O C 0 A ti L;"S �- O t, •;',` , B KITCHEN HOOD ® - 71 - -- ® FIRE RATED ACCESS DOORFirst - ® Portland, OreQ n 07204 Ph.: (603) 223-®983 ® SLOT FOR COILING DOOR Fax: (603) 294-0627 I _ ® - ® 11 PROJECTOR MOUNT IN I CJ - VERIFY LOCATION WITH OWNER PRIOR TO ELECTRICAL INSTALLATION. e 11 1 I I DUCT PENETRATION - SEE MECHANICAL. (i A226 P - - ^- - -- 13'-6' - 1 1 ® ® 1 5214 - _ © (2)COMBUSTION AIR DUCTS TO ROOF - SEE MECHANICAL. 31 I 1 © s 8213 1 1 CU EQUIPMENT - SEE MECHANICAL. 1 _ I I ® METAL STUD DESIGN TO ALLOW FOR CEILING HUNG 1 A — — — — r ® ® 18''6' ® SKYLIGHT - SEE ROOF PLAN — 1 W �1 A4,3 ® ALIGN DIFFUSERS WITH SOUND PAkELS - SEE INTERIOR _ ELEVATIONS. �; •1 UNI8TRUT GRID TO SUPPORT RIGGING LOADS OF 1 10,000 LB.MASS DISTRIBUTED OVER CEILING AREA- SEE STRL;CTURAL. CENTER ON WALL • 2'-0" ABOVE 0'-0" FINISH FLOOfc DATE: FEBRUARY 2006 BASKETaALL BACK BOARD SUPPORTED FROM JOIST JOB NO.: 0208.00 DRAWN BY: SKS ROOF HATCH AND ACCESS LADDER - SEE DETAIL 1 --__--_ : _' 1 z 1 a CHECKED P.Y: SKS ASA Q�In Ql'U CONSTRUCT SOFFIT AS I - "MR HORIZONTAL WALL -_ ( S }~ I q 2 FOR LOWERED MECHANICAL DUCT. \-/ I Al2 A4.0 � A5.1 F- TENT FIX THIS E TURES S RCCM OR SOFFIT. _ I ® PROVIDE METAL STUDS FOR FIXTURE MOUNTING ARMS FII E n�nR1� BnMIF vE IK,1 AT METAL SOPF!T PANEL. ' ® NOT USED /�, I 1 I til �'� 6 l� 1 " 1 10 BRACE LIGHTS WITH l4)�' AIRCRAFT CABLES AT 90 WEST MAIN 4 DEGREES PER FIXTURE FROM SWAYING. CEILMfl PIAN MAIN 1 CEILING - � ��N �uuEs-r 2111f A 9 s �^ LEGIBILITY STRIP ^� II'r - 9 10 1 1 12 13 14 it I„ IP 1�9 ?n 21 1 , r $11 I I 01 `�A ..�,tl .�h'1,1tiJ.1.�11�au�1�1�1.�,�.hl►1.�,�I�.11�.�al-l'J.411 ia��!i11.1.�.�1��J IJ t�,ta.�l�i��.�,>r�1�,�,1�1�.>.�I,zIlla.l�tJ.!.��l�i .�I��aJ. J�,i.Ll��+.i��1 : '' 1ia.�I '� I 1 ; ., F}AWAM"'q M?!c"•! , 1vw,l.. ,. ,a,.«.., , ...n �� :rs-,+�M1,.a - ,.. _.__ -. .. !M> 1�,I"'+tt.N�k.'�k .^wu;4a!kw.laTFr*.w ,. tarak!IfXwtF,m»h 4e�«"rk ... .. vv. r� •�,�'+'. GENERAL NVTES I. EXPOSED DUCTUOW SHOWN HATCHED - VERIFY WITH MECHANICAL AND ELECTRICAL. 2. PRIME AND PAINT ALL EXPOSED STRUCTURE.DUCTWORK PIPES t AND OTHER UTILITIES,COLOR 1°I - UNLESS TOTED OTHERWISE. 3. ALL CEILING F,EIGHT6 ABOVE FINISH FLOOR NOTED IN 10 11\ 12 13 14 15 16 17 �g) RESPECTIVE ROOM. 4. CENTER EXIT 6W" ABOVE DOOR&OR DOORWAYS OR DOOR/ 1p 1 `� WINDOW FRAME,UNLESS NOTED OTHERWISE. 5 FOR SEISMIC PICAL SUSPENDED E DETAIL t ILING GRID SYSTEM 7 ��V V Q 1 b. CENTER SUSPENDED METAL CELL GRID SYSTEM IN ROOM IN BC TH DIRECTIONS,UNLESS NOTED OTHERWISE.CENTER j �j ELECTRICAL ITEMS IN EACH 2'-0"x2'-O"PORTION OF t u U I ACOUSTICAL PANEL TILE OR SOFFIT - SEE ELECTRICAL. 1. PROVIDE JOIST VRACING AT BOTTOM Q'J016T AS POUJIRED, UJWERE DUCTWORK RLN6 PARALLEL TO JOISTS,M JOIST PLANE. nI I I I 8. I4EADERS AT OPENINGS AT O'-8" ABOVE FINISH FLOOR UNLESS N7TED OTHERWISE. rr I I S. CENTER SPRINKLER HEAD WITHIN 2'-O'k2'-0"GRID,TYPICAL. HEAD UP AND DOWN - TYPICAL. 10 NO UTILITY ROUTING AT EXP0620 6TRXTURE UNLESS NOTED } OTI-IERW18E IL FOR TYPICAL 1•EADERS - SEE DETAIL 8 7 M1. PRFOvIDE FIRS vTOPPING AT ALL RATED ..LLS TO METAL DECKING ABOVE,TYPICAL - SEE A1.1 FOR LOCATIONS. 1 I I I Is. SEE AUFOR 1-HOUR HORIZONTAL WALL LOCATIONS.FOR LOCATIONS WITH�iYP61J`1 BOARD FINISH, I-FLOUR HORIZONTAL WALL ONLY (RESTROOMIS,VESTIBULES,SOFFITS), 14. LIGHT OIXTURE TYPES AND COUNTS ARE DICTATED BY I I ELECTRICAL DRAWINGS,LOCATIONS BY AR_^WITECTURAL. I15. ArCE88 HATCHES REOl�IRED AT ALL MECHANICAL AND I 7"LUMBIN:3 FQUIPMENT CONCEALED WITHIN G IPSUM BOARD \ CE,LINC"S GR 60MIT6.CENTHR ON SOFFITS /CEILINGS. �� Ib. ALIGN 61-IOKE DETECTORS TO CENTERLINE OF MECHANICAL \ M I DIFFUSER8 AS 6HOW1 OTHERWISE CENTER IN GRIDS. 11. ALL CEILING HUNG FLOUREbCENT PENDANT LIIGHT FIXTURES TO I a � I I I I ' 0 ;a \ M a BE 2'-O" CLEAR FROM CEILING. 0 w I Q I s 18. SEE MEC HANICAL FOR OPENINGS AND CONDUIT IN ALL WALLS. IS. SEE MECHANICAL FOR I?OTTOM OF DUCTWCW ELEVATION6. 20. NOT USED. I i I I I I rJ 2ld I . . .' 1 7 -- 1) 2 NOT USED 22. NOT USED. 23. ALIGN SOFFIT EDGE6 WITH ADJACENT WALL - TYPICAL.MATCH :u n I i 4„ , ' ( ADJACENT WALL,WIDTHS TYPICAL. �!`-9"� ,b4m"` ,••j ,�• I I I I tea_ 1 I I I w 24. LOCATE MECHANICAL DIFFUSERS AND GRILLES IN SUSPENDED D203 1 1 METAL CEILING GRID SYSTEM PER LOCATIONS DRA W - - -— - -- - - - ` D , 25. VERIFY ALL CEILING PENETRATION LOCATIONS WITH PLUMBING, �/4) rF ••� :•. :" •. '• ;''.,.. ;I,'••.' '•i .�-_ _i_—I - 6, t 1/'�, MECHANICAL AND ELECTRICAL 26. ALL METAL STUD ARrD GYPSUM BOARD ASSEMBLIES EXTEND TO BOTTOM Or METAL ROOF DECK AT EXPOSED 6TRUCTURE ROOMS.GYPIW BOARD ASSEMBLIES AT METAL STUD WALL6 l� TO EXTEND 6" ABOVE CEILING 1•11NIMUM WHERE FULL I I I I I I I I I 1 I SUSPENDED METAL CEILING GRID bY6TEr'I OR GYPSIP'�CEILINGS l 1 w I I I II OCCUR UNLESS NOTED OTHERWISE. w I ( I I I I I I I 0 21. PAINT �A��,�NON-MANlFAGTURER FINISHED CEILING SU�Es I _ COLOR(p2IUNLE65 NOTED OTHERWISE WITH SYMBOL 1 1 I I Q EQ_ EQ EC ( DEQ EQ , 28. CONSTRUCT WALLS WITH HATCH TO METAL DECK AS PE<< 6 _ ( FOLLOUIINGDETAIL B - - - -- -- - - - - - - - -- R�.�v—c I I I I _ I /\ I I II F°- PARALLEL TO BEAMt3 $TRICT I w "' /V\ I /V\ ' / \ A8.7 PERPENDICULAR TO METAL DECKING IV 6�by PARALLEL TO METAL DECKINGD:061r, P _�� I I 2e. i'-0" CLEAR FR7R I CEILING TILE TO PENDANT LIGHT FIXTURES '��'�,��J� 1_�, I I 1 I I I I , UN~ESS NOTED OTHERWISE. W. PROVIDE! AGOUSTICA_ PANEL TILi!5 AT LOCATIONS SHOWN WITH d I I I I SUSPENDED METAL :EILING GRIE SYSTEM.SEE AI2'FOR �_�. SYMBOLS + IV1 P' Cl: AT ALL ROOM$ WITH GRID, EXCEPT CORRIDORS. w a I v I I C2: AT ALL CORRIDORS (ROOM NUMBERS A104, 1 9.01, 1 IIr'-®' 1 1 I6'- _ 4•-2" IM 7 1 1 I I I I 1 I A105, AI06, 5105,0101,0101,0102, A212, A223, A22S. 1 8210, C206, AND 0209). ' _1__ 14'-2" 3" I I I w '� I 1 f- C3: AT KITCHEN C4. PROVIDE GYPSUM SOARD ASSEMBLY ON N CENTER,UNLESS NOTED :OTHERWISE METAL STUD INC AT 24 UJI 4. /\ C5: METAL SOFFIT PANEL ON METAL $TUU FRAMING. '�,1' •' -s�J:.s-r`' 1, ,� - •.'•,, - / \ i neo .;�',;:•.. .,,.' •, , . I � ">6'tQ�''• .pn wb,�„• .e L�"1,I� �'!"riN ® I / \ I / \ ' ! 1 I i � ,1:'w. r.. •.E' p': ••, � .r•'2 :r' '',.. ' ,•�°, ''. �'a ;�• ..� ''i%Q. ' , �' •.'4 r- ''� ,6' 'T '0' 1 mq.. 'I��, .41-•°' •y•, � I I � i I 1 � ' I •®+I' IVV- '. �' •� ',•.�'�0 `'•I ' :JI''1, Ayy ' 1 I i I I , AA1 — U 0 0102 a', •, Y�Y� .4'f. 'I� 2 ,.4• I I I I I I `I AT.' LrURtTFOlQ�;I. �•�' •~J _ _ _ _ I Ili. - - - � � KEY NOTES �sz (2)LAYERS $" GYPSUM BOARD ASSEMBLY AT TH13 2 12' 10” 2 LI N 3 4 DI AREA FOR I-HOUR RATED GI")NSTRUGTION ® ® 1 ® ® ® 1 ® ® 13' 4' 24' 0„ �J COORDINATE LIGHT FIXTURE THIS AREA WI rN IZ' 2' Q d IZ' Z' E d Q ® `J O2 MECHANICAL AND PLUMBING - SEE ELECTRICAL. OCENTER ON WALL 0 I0'-2" ABOVE FINISH FLOOR. C2 1 TIs1JGT ® - 4' 2 6 O CENTER ON WALL 13'-6" ABOVE FINISH FLOOR Q 4' 2 6 12 -0 D212 -7--, _ 4.I 12' 2' p 10 1Z' Z' gTRUCT CENTER EXIT LIGHT BETWEEN RECESSED COlt1d LIGHT. E - --- - O CENTER ON WALL 0 8'-0" ABOVE FINISH FLOOR - - —I— -- - (ELLIS ,�ESLICK --- LI N w A IG - - O NOT USED. ASSOCIATES - - -- --- — ----- - - - - - - 1 -- Og KITCHEN HOOD ARCHITECTS P.C. —1 �^ 1280 SW First Ave., 1900 ® _ - Q -- �--�_—` - -- - _ ® Og FIRE RATED ACCESS DOOR I � Portland, Oregon 07204 Ph.: (603) 223-099 -- -- - - - - ® SLOT FOR COILING DOOR PROJECTOR MOUNT (W.G.) - VERIFY LOCATION WITH OWNER; PRIOR TO ELECTRICAL INSTALLATION. ® DUCT PENETRATION - SEE MECHANICAL. C211 C"17 0216 - - - - — -- _. 13'-e, (2)COMBUSTION AIR DUCTS 70 ROOF - SEE _ _ - -_--- — MECHANICAL. _--�_---- __-_ _- -- - --- - - _ META TU TO CEILING HUNG 0213 1 I I 1 D214 I 1 G'�15 -- -- - F-QUIPENTD- SEER MECHANICAL.FOR I 13'-6' _-- -- ® 13'-6" - - ® SKYLIGHT - :NEE ROOF PLAN. ALIGN DIFFUSERS WITH SOUND PANELS - SEE INTEF:IOR - - - - --- --- -- --- I ELEVATIONS. —_. UNIB'RUT GRID t0 8U?'POR7 F:ICiGING LOADS OF -- I00-00 LB.MASS DISTRIBUTED OVER CEILING AREA- - - -- -- - SEE STRUCTURAL. CENTER ON WALL a 2'-0" ABOVE 0'-0" FINISH FLOOR D.----- • - ---- - i - R D_ FEBRUARY .2.005 1� BASKETBALL BACK BOARD SUPPORTED FROM JOIST JOB NO.: 0208.00 DRAWN BY: SKS D 3 I I ® ROOF HATCH AND ACCESS LADDER - SEE DETAIL R _-- -- I ��.a ' I I I I CHECKED BY: SKS lI U Q I REVISIONS:- 1 ��a. ♦ �, O i U ® GOI+18TRl1CT $C7f'flt ABI - HOUR HORIZONTAL WALL A ° �N. i r TENT FI RES MECHANICAL FOR I-OWEI;Et) 8R0011 OR SOFFIT. U 11 I U``U I ul to PRIUVIDE METAL STUDS FOR FIXTURE MOUNTING ARMS I f it I o,nw") 'II 17%II I' I I I I AT METAL SOFFIT PANEL. ® NOT USED. MAIN 17) 13 to 15 i6 17 18 BRACE LIGHTS WITH (4)i" AIRCRAFT CABLES At 9G9 EAST CI PION - - DEGREES PER FIXTURE FROM SWAYING. r'E I� INS �='L �N - :�5� A9 . 2E A9.2E �'. I'-D" LEGIBILITY STRIP f „) �... 3 4 B Q IO I 12 I :I If I� A 81 I 1 OI C� NOW "yl0 I, 44 q I C� .1J.1, 1�:� I�t�l�tJ ',�1 I ' lll�l�l.il l!1 tl�l ltlall lll�I.I. :► t��ltdt 111J11�J.ill.f�!lltltfi 1110,1�.11I�I•i1.1�i��III!.L.;.I.11"I tt .�1I h! ..,y 'i 4' :1. t- � 1 4 Y I ABBREVIATIONS STRUCTURAL NOTES CONSTRUCTION OBSERVATION,INSPECTION AND TESTING STRUCTURAL LEGEND NOT TO SCALE AB ANCHOR BOLT 01.0 GENERAL NOTES 04.0 REINFORCED MASONRY A. GENERAL AFF ABOVE FINISH FLOOR ALT ALTERNATE 1 These notes set Inmimum slanda ids for construction The drawings govern over thu Structural Notes to the extent 1 All beck masonry units shall be ASTM C652 Grade SW.fin 28OU psi All Clock masonry units shall be Grade N 1 1. Independent testing lab to be retained by owner to provide Inspections and special Inspections as described herein ------------- ARCH ARCHITECTURAL shown per ASTM C90 fin 2600 psi 2. Contractor is responsible to coordinate and provide on site access to all required inspections and notify testing let)in BD BOARD 2 Contractor snail verity ail dimensions and conditions on drawings and in field Coordinate locations of openings 2 Mortar shall be Type S or Type time to make such inspections n BLDG BUILDING through floors,roofs and walls with architectural,mechanical and electrical plans Notify Architect of any 1Grout shall have a minimum strength at 29 days of 3000 psi with 3/8 Inch minus aggregate Grout walls solid extent 3. Do not cover work required lobe inspected prior W Inspection being made Itwork Is covered.uncover as necessary (� BLKG BLOCKING dlscrepariaes where shown on the plans as'Partially Grouted" For walls noted as*Partially Grouted grout cells an j bond beams 4. The contractor shall correct all deficiencies noted In the special inspection reports andlor the engineers field LU MASONRY WALLS BM BEAM 3 Construction means, methods and all necessary temporary support prior to completion of vertical and taleial load that contain reinforcing or embedded items observations reports to bring the construction into compliance with the contreci documents.addendum.RFI s and/or B N BOUNDARY NAILING systerns Is the sole responsibility of the contractor 4 All work shall conform to Sadlon 2104 through Section 2104 7 of the UHC All grout shall be mechanically vibrated wntten Instructions The contractor Is responsible to request suinrlal y reports from the special Inspector and M B 0 F BOTTOM OF FOOTING 4. Complying with all safety aril OSHA requirements is the sole responsibility of the contractor and reconsolidated per UBC Section 2104.8 2 engineer of record at the lime of the project substantial completion Prior to requesting the Summary Structural BOT BOTTOM 5 Where referents is made to ASTM,RISC ACI or other standards the latest Issue at the ouliding permit date shall 5 Provide Inspection And testing as shown under the'Construction Obseriation Inspection and Testing'section of Observation R#-cor1 from the engineer of record the contractor shall submit to the architect and engineer of record a _ ._. 5TRL,CTU1`I X4LL6 BELOW BRG BEARING apply these notes letter stating that all outstanding items noted on previous Structural Observation Reports h9ve been completed in �1 BTWN BETWEEN 8. All work shall be in strict compliance with the'Uniform Building Code"(UBC)as amended by all other state arta local 6 Rainfoiang kir 8 Inr•.h masonry shall be ASTM A815,Grade 80 as follows(unless detailed otherwise) accordance with the contract documents addendum RFI's and/or written instructions ILEI C CAMBER codes,permits,and building department requirements that apply A Vertical _ ....#5 at 2-8"on center Aaced in center of cells plus two ft" CFD GEMENT FIBER DECK 7 Design Catena se" C.1 `'OLD JOI11T g (2)#5's each side al eac�n jerrhG of opening x full wail height NON-STRUCTURAL WALLS AT THIS a Roof Snow Load ....................................... 25 psf plus drifting per 1997 UBC appendix,chapter 16 b Honzontal . _.._. ...... .. _.... ... . ...Two(2)#4 at 4-0'on center In bond beams(1"bond B. SPECIAL INSPECTIONS CENTER L NE Roof Dead Load ................ 17 psf beam 48 Inches from ground floor)plus two(2)44 s at 1 r' LEVEL SEE ARCH. DRAWINGS CLR CLEAR G Floor Live Load(.,la ssroofns) 40 psf top of Wali, at each intermediate floor revel and at roof 1 Required special Inspections shall be performed by an independent special Inspector per Section 1701 of the CMU 30MCRETE MASONRY UNIT (Corridor) ........................100 psf Place one(1)horizontally on each side of single Uniform Building Code(UBC)for the following CNTR CENTER (Library) 60 psf Vertical bar or when two(2)vertical bars occur place a Foundation ~ it H-I ■ POS'S Tµ:5 LE VEL. COL COLUMN Floor Dead .............. ..... .. .........•.............. 60 psf horizontals between double vertical reinfo'cing i Geotechnical engineer shall observe tooting excavation and test co i CONS CONCRETEg d compaction of fills prior to p.acentent of CONN CONNECTION c Wind . ................................................... 80 mph/Exposure B c Llnteis Less than 4-0"span two(2)05-sun bottom of 16 concrete NT CONTINUOUS d Seismic _...... ...................... .. ........... ..... Zone 3 Inches solid grouted or bond beams b Corcrete CO OR POSTS BELOW CONT COORDINATE 8 Mechanical equipment, mechanical and sprinkler piping larger than 2 Inch diameter or other items producing a 4'-0'to 8.0'span two(2)05's Ili bottom of 24 1 During the taking of concrete lest specimens CID COMPLETE PENETRATION hanger load over 50 lbs shall be hung by a system approved by the Architect Any hanger producing a load over Inches solid grouted or bond bearns It Continuous on-sne Inspection during placing of concrete is not required after the inspector has i enfied the LiLi CTSK COUNTERSINK 200 lbs shell have additional framing installed to transfer these loads to the main structural beams or walls unless Extend reinforcing k'-0"past each Iamb wort is being installed pe,the contract documents and ACI requirements Exceptions full time inspection FX�c FOOTING MARK- SEE DBL DOUBLE otherwise approved d Sills . ............... ................ ........ Two(2)44 in bony/beam at silt below openings required for the following FOOTING SCHED.LE. OE DETAIL 9 Brace all mechanical arta electrical equipment piping,etc to We top of structural members to resist 35 perceln of its extend 2'-0-past each jamb a Colurms DF DOUGLAS FIR w3ight by a system approved by the mechanical or electrical engineer respectively a Corners and . Beams <. COL-LIMN MARK- SEE DIA or O DIAMETER 10 Details shown on the drawings are intended to apply at all similar conditions and locations Inteisec.ions ...I.... .. . One(1)2'-G'x 24•comer bar at each bond beam Iii Verity reinforcing size grade and placement for structural elements COLUMN SCHEDULE. DIM DIMENSION 11 Do not scale Information from drawings saline size as horizontal reinforcing Iv. Cure cylinders In cure boxes and report low and high temperatures of the cure box on the test report according DR DIRECTION 7 Spacing of verlcal rebar noted on the drawings and in these notes are for 18 inch units with 8 Inch on center cell to ASTM C31 DL DEAD L OAD spacing Where 12 Inch uni,s ore permitted cry th6 Architect s specifications,adjust venical bar spacing as follows v Exlenor and interior slabs on grade are riot structural elements and do not require special inspection JC DITTO 02.0 FOUNDATIONS c Bolts and Anchors in Concrete zr BEAM, JOIST, RAFTER, ETC. DP DEEP 16 Inch Units __Inch Units i Braced frar^P :her bolts Inspect size length and honk and he it,reinforcing DRWG DRAWING 1 Design soil pressure is 2000 psi LL plus DL for footing bearing on shallow native soil and 3000 pst LL plus DL for 32'o c 30' to c Ij. Adhesive ancht i Inspect hole size depth cieanllness and Installation per manufacturer's EA EACH footings founded 10 feet below grade,per URS Corporation report dated,July 10,2003 24"o c 24"to c recommendations EJ EXPANSION JOINT 2 All footings shall bear on firm,undisturbed soil or approved compacleJ till. Footings shall bear at a m,,Imum of 18 16'o C 18"to C Iii Expansion anchors Inspect hole size anchor embedment and ugt!ening torque for anchors noted on EL or CLEV ELEVATION inches below final grade. Remove all organic material or sc:!t areas un footing excavations Provide and install drawings as requiring special inspection �- -- - - LEDGER - FOR SPLICES g q g p p SEE DETAILS EMBED EMBEDMENT structural fill as necessary. Notify Architect before proceeding 'any unusual conditions are encountered in tha 8 Pilaster sizes detailed are for 16 Inch units '1Vhere 12 inch units are permitted by the A chhtect's specifications adjust d Welding EN EDGE NAILING footing excavations pilaster sizes as follows i Visually Inspect all structural field and shop welding 1 EQ EQUAL. 3. Do not excavate Closer than o 21 slope below footings it The special inspector need not be continuously present dunng welding except as noted in Ili aelow provndr•d E W EACH WAY 4. Use smooth edged backhoe bucket without teeth to excavate footing trenches and dean all footing excavations of 18 Inch Units ____ 1 Inch Units the rrlatenal qua6ficlftions of welding procedures antl welders are verified prier to the start of work, panodic EXIST or(E) EXISTh:, y inspections are made of work in progress and a visual inspecliorn of all welds is made after completion or prior I I loose material b hand. B x 113 8 x 18 -{�- - - INDICATES CONT. BEAM JOIST, EXP EXPANSION 5. Comply with specifications and geotechnical report recommendacans for all fills and excavations 18 x 18 16 x 18 to Shipment of shop welding I F"c I AFTER, ETC. O,/ER MULTIPLE EXT EXTERIORFC FACE 8. Excavations may be meds under continuous footings for pipes Back fill with 3/4-frith minus crushed rock compacted 24 x 18 24 x 18 Ili Continuous welding Inspection and testing Is required for the following 5UPPORTS. 1 FDN FOUNDATION In 8-inch lifts to 95 percent modified Proctor maximum dry density per ASTM D1557 or AASHTO T- 80 . All complete penetration groove welds F F FINISH FLOOR 7. Base material immediately tinder slab shall be a 6-inch layer of dean 3!4-Inch minus crushed rock compacted to at 9 All lap splices shall be 05 bar dlarnetem Bars#T and larger sh:H have mechanical;,Mites capable of developing . All multi-pass fillet welds with throats 5/16-inch or greater least 95 pe,cent modified Proctor maximum dry density In accordance with ASTM 01557 or AASHTO T-180 123 percent of bar yield strength Submit mechanical splice ICBG report pnor to installation . 100 percent of complete penetration groove welds on material realer than 5'1L:-nch shall be tested b ---- ------- BEAM. JOIST, OR i-EDGER BELOW FIN FINISH p mP g g y FLR FLOOR 10 Connery masonry walls t1 concrete wens at all intersections 1inch diameter z 20-inch A307 all t7read rods a ultrasonic testing The uftrasc.ric testing rate may tee reduced to 25 percent of each IndiviJual welder after UPPER ROOF PLANE each bond beam with 4.112 mot mintmum embedment Into concone retete with epoxy r F.O.C. FACE OF CONCRETE 40 welds tested If 5,6 or more wales are refected,then provide ultrasonic tests on all complete penetration 03.0 CONCRETE 11 Do not plata pipes or conduit parallel to rabar in same cell or grouted space unles, specifically noted on the F,O.M, FACE OF MASONRY groove welds I t ' b r it d tn l ll h n I i structural drawings n o case shall eeccal boxes,conduit opipes e In ona with rebt location ar Adjust of F.C.S. FACE OF STUD • In addition.25 percent of complete penetration groove welds on material 5116-inch or less shall be tested _711STEP IN FIN'5- FLOOR - SEE 8%56.! F.O.SH. FACE OF SHEATHING 1 Strength Average concrete strength as determined by job cast,lab cured cylinder shall be 4500 psi at 28 days for pipes or conduit as required by ultrasonic testing If any weld is rejected. Teri provide ultrasonic testing on all Corlplele penetration FS FAR SIDE slabs on grade where adhered flooring is to be installed.3500 psi at 28 days for slabs on/net,'deck,and 3000 psi at groove welds FTG FOOTING 28 days for all other concrete plus Increase depending upon the pli nt s standard deviation as specified In ACI 318 v The contractor shall submit a'welding procedure specification (WPS)in accordance with AWS 5 1 2,or review TGF. Y-.YY'I I GA GAGE OR GAUGE Four(4)test cylinders meeting UBC,Section 1903.8 shall be taken at each pour One(1)cylinder shall be tested at GALV GALVANIZED 7 days and three(3)cylinders shall be tested at 28 days. Test reports are to include minimum and maxamum cure 04.10 MASONRY ANCHORS re special Inspector and engineer prior to Appendix E of work The WPS shall include ecall I dation i from recommenrted In the sample firm of Appendix E of the AWS cope including recommendations from the OT STEP ��. I GEN GENERAL box temperatures. STEP IN FOOTING. electrode manufacturer, proposed method of base metal preparation back gougin(,sequence method o` 6 L GLUE LAMINATED MINIMUM Mix Requirements 1 Grout Filled Masonry Units placement of new weld material backer plate and runoff tab removal and final finishing T.OP. YY.YY' g -l. � GLB GLUE t AMINATED BEAM a Cement content per yard Five(.)sacks except slabs on grade shall be 5.112 sacks a Do not use concrete expansion anchors ut masonry construction v The inspector shall verity welder qualifications WPS,welding process. electrode.assembly c;atfiguretion,fit- GYP WALE BD GYPSUM WALLBOARD b Maximum water/cerlent ratio 0 50 for non-air entrained concrete,0 48 for air-entrained concrete 0 42 for Interior to Epoxy anchors Hitti HY-150 or Simpson SET up tolerance(1/16 inch maximum)preheat and Interpass temperature and preparation of all steel surfeces Z - -INDICATES STEP FOOTING DETAIL- H C.A HEADED CONCRETE ANCHOR slabs where adhered floonng Is to be installed. c Unless noted otherwise,install threaded A36 reds into clean dry holes to embed depth as shown on drawings e e Headed Concrete Studs HDR HEADER c Add fly ash to slat)on grade and exposed wnll Concrete m:xes Include the fly ash in the water cement ratio but Comply with manufacturer's ICBO report for hole diameter If embed depths are not shown use manufacturer Check size grad,and placement LU HGR HANGER do not use fly ash to reduce the cement below the minimum Cement content. Provide fly ash between 10%and minimum Depths Fill hole with enough epoxy to fill all void spaces and insert rod with clockwise twisting motior it Visually inspect all welds HORIZ HORIZONTAL 15%of the total weight of cementnious maierials Meet ASTM C618 with loss on ignition to be 3%or less Fly ash d Do not place when epoxy or concrete Is less than 50 degrees Fahienhen Unless special products ter cold f Masonry < ROOF PLANS - INDICATES O'✓ER FRAMING HT HEIGHT may be added to other concrete nixes and Included in the water cement ratio but is not to be used as pal of the wea!her are use i Size,grade and olacement or reinforcement shall be Inspected by an independent testing laboratory before iNT INTERIOR mmmum cement content Fly ash is not to exceed 15%of the total weight of cementnlous materials unless a Do not cut main reinforcing or break out back surface when drilling holes Epoxy anchors are to be placed in •' INFO INFORMATION , g pour Inspector shall also observe splices. anchorage embedded items and clearances snecificall approved and ectal testing is provided b the contractor to consider late strength development and center o1 routed cells oil Install r the concrete anchor section above each rout Y PP P g P Y 9 P 9 y t1e' i. Block prism tests are requited at each grout pour or Avery SOGO sq ft of wall,whichever is less. Test shall be JST JOIST finishing f When voids or void cells are found at anchor locations grout the voids solid three days before Installing anrr done according to UBC Section 2105.3 INDICATES STEEL TO STEEL JT JOINT d Design slump.Minimum 3". maximum 9" Field vanation from design slump+112 inch to-1 Inch When concrete anchor 2 The special Inspector shall provide a cooy of their report to the owner a-chitect structural engineer contractor and LBS or POUNDS is to be pumped add plastioizers and provide a new mix design to increase slump to a pumpable mix. Do not add bLildi official BOLTED CONNECTION LL LIVE LOAD "g water LSL LAMINATED STRAND LUMBER _ LAMINATED VENEER LUMBER a Air Entrainnnent Per ACI at all exterior slabs and flat work 04.11 BRICK VENEER ANCHORING SYSTEM LVL _ LVLMANUFACTURER f Admix Water reducing admix(Poczoldh/Polyheed/Rheobwld or Approved equal)MANLIF C. STRUCTURAL UHSF.RViC710NS MAIL MATERIAL g All admixtures are to be from the sorry- ".rufactu,er unless evidence is subolifted verifying compatibility of 1 Corrosion resistant anchors spaced maximum 16 inches on center in both horizontal and veriical directions Anchor INDICATES EPDXY ANCHOR MAX MAXIMUM multiple source admixtures ties shall have a hp or hook on the extended leg that will engage or enclose a galvanized,horizontal joint y g Pr q g @ SEE STRUCTURAL NOTES 2 Place and cure all concrete per ACI codes and standards reinforcement wire of No 9 gage or equivalent 1 Structural oDserval,ons r the en inner of record or his re esentative shall be required at the following times duan d.B MACHINE BOLT ConstruC•an 3 Sleeves,pipes or conduits of aluminum shall not be embedded in structural concrete,colt rs effectively coated 2 Acceptable s�slems a A5 soy^as foundation reinforcing is in place,prior to the first concrete our MBR MEMBER 9 P MECH MECHANICAL 4 Provide control joint:in all slabs on grade. Joints are to be installed at 14 to 16 feet on center each way maximum a For Concrete Backing Dur-o-Wal D/A 100 dovetail sIN systems with Dur-o-Wal DIA 131 anchors to Dunn@ placervnt of back masonry prior to the first grout pour INDICATES CAST-IN-PLACi= ANCHOR MIN MINIMUM unless shown otherwise on the drawings. All cul joints to be made within(1)hour after' thing with an early cut b For Masonry Backing Our-o-Wel D/A 360S Seismic Ladur-Eye system c Upon comp/ ,ion of primary structural steel emiction (N) NEW saw Prevent spelling at locations where exposed corerete is sawcut c For Metal Stud Backing Cur-o-Wel D/A 213S system w,!h two(2)1111110-18 Coated screws D/A 807 d As soon as the main floor decking Is In lace, nor to placing Concrete 53=E DETAILS g p p p 9 N A. NEUTRAL AXIS 5 Provide 1/4-inch premctlded expansion joint material between slabs and walls that are not doweled together.and 3 Typical Steel Ur�tei at 3'-4'Opening L3-112 x 3-112 x 1/4 a As soon,as the roof deck ism place poor to covering with any architectural finishes KS NON-SHRINK around columns that do not have slab blockouts f Prior covenng braced frames with architectural finishes N.T.S NOT TO SCALE 2 The contractor shall notify the engineer of record four(4)calendar days in advance of above times requinng sap O.0 ON CENTER dbsarvat:on O.H.or OPP OPPOSITE HAND 03.1 REINFORCING(CONCRETE) 06.0 STRUCTURAL AND MISCELLANEOUS STEEL INDICATES METAL DECK FLUTE DIRE-700 PA F POWDER ACTUATED FASTENER r PER" PERFORATED 1 All reinforcing steel shall be ASTM A615,Grade 60 except ties and stirrups shall be Grade 80 or Grade 40 1 Detailing fabrication and erection shad onform to the Steel Construction Manual of A;SC E PLATE 2 Reinforcing to be welded shall be ASTM A706,Grade 60 Tack welding of rabar is not permitted 2 The Contractor shall be solely responsible for all OSHA requirements for safety and erection including but not limneo PLCS PLACES 3 Fabricate and install reinforcing steel according to ACI 315.Details and Detailing of Concrete Reinforcement to,erection bolts bracing fall protection,guard rails.etc PLYWD PLYWOOD 4 Provide dowels from footings to match all vertical wall,pilaster,and column reinforcing. Lap 45 diameters or 2-0' 3 All steel for wide flange shapes she:!:_ASTM A992,Grade 50 All other steel to be ASTM A38 P P PARTIAL PENETR/'.TION minimum unless otherwise indicated. 4 All structural tubing shall be ASTM A500 Grade B. ti-45 ksi PSF POUNDS PER QUARE FOOT 5 Lap all bars in intersecting footings 2.'-0'or 45 diameters.whichever is greater 5 All pipe shall be ASTM A53 Type E or S Grade S STRUCTURAL DEFERRED SUBMITTALS • INDICATES METAL DESK FLUTE DIRECTION PSI POUNDS PER SQUARE INCH 6 3plioes in wall and footing reinforcing shall be lapped 45 diameters or 2'-0",whichever is greater and shall be 6 All threaded rods shall be ASTM A36 WITH CONCRETE TOPPING PSL PARALLEL STRAND LUMBER staggered at least 4 feet at aftemate bArs. 7 All welds shall be made by Pre-qualified Welders to AW'S Pre-qualified Welder'.joint Stano•ards Four(4;sets of deferred submetal items per UBC 106 3 4 2 shall be submitted to the Engineer of Record. All deferred P.T PRESSURE TREATED 7 Provide 45 bar diemeter or 2'-0"x 2'-0"minimum comer bars to match horizontal re;, roromg in walls at all comers a Prior to beginning and dunng welding all requirements of the'Special x,.�pectron section if these notes shall be REINF REINFORCEMENT/REINFORCING Submittals shall 7e stamped by a professional engineer re,etstered in the State of Oregon(Specialty Engineer)and shall REQ'D REQUIRED and intersections met be the sole responsibility of t!'a Specialty Engineer including.but not limited to,design.coortination,dimensions and r^ SCHED SCHEDULE 8 Provide two(2)#4 continuous bars at top and at discontinuous ends of all walls. b Filler metals shall meet AWS AS specifications Electrodes shall be 70ksi whirr,are CWTjoati►1e with the base Intended purpose Review oy the Engineer of Record shall be for general confomuance to the design,loading criteria set 07 SCT SHEET 9 Vertical wall reinforcing shall be placed in center of wall unless shown otherwise on the drawings. Horizontal bars material,welding process arxt position Provide low hydrogen electrodes for SMAW Meet minimum toughness forth on the drawings ara specifications The deferred s•-,bmtttal items shall not be installed until the aeaign and submittal SHTG SHEATHING may Ca placed either side of vertical bars and between double vertical bars C.VN value of 20 R.lbs at-20 degrees Fahrenheit for all welding of moment frames and .ill penetration welds documents have been reviewed by the Engineer of Recoru and approved by the building official SIM SIMILAR 10 Provide the following reinforcing around wall operings larger than 30"x 30" Do not mix weld electrodes'mat reduce the CVN value of the weld S O G SLAB ON GRADE a Two(2)05's over x opening plus 2'-0'each side. c GMAW field welding not allow.-d GMAW shop welding using short rrrcuiting transfer is not allowed Deferred Submittal List SPECS SPECIFICATIONS b Two(2)#5's Ender x opening plus 2'-C-each side d Preheat and interpass temperatures are to meet AWS requirements SQ SQUARE c Two 1,2)#5's each siee x full story height a Unt iss otherwise noted on drawings,provide AISC minimum weld sizes for all welcled pints Steel Open Web Joists and Girders d Provide 90 degree hooks for bars at openings if required extension past openings cannot be obtained 8 Embeclued anchor bons are to be A307 unless noted a Light Gage Metal Framing S.S. STAINLESS STEEL9 9 g STD STANDARD 11 All openings smaller than 30"x 30'that disrupt reinforcing shall have an amount of reinforcing. placed both sides of 9 All bolts for steel:o steel connections shall be ASTM A325X unless noted When A325N or A325X are called tor. Iii Stag Framing(Not Landings) STIFF STIFFENER openings equal to the amount disrupted and extending 24"each side of opening bolts are to be installed to a'snug tight'condition and torqued to 50 R lbs Where A325SC bolls are called for use, STL STEEL 12 Reinforcing shall not be bent or cut fcr temporary access snap-off bolts STRUCT STRUCTURAL 10 Bons shall be located in the top of vertically slotted holes and the center of horizontally slotted holes,unless SW SHEAR WALL otherwise noted. THIRD THREADED 03.2 CONCRETE ANCHORS T O.C, TOP OF CONCRETE T.O.F. TOP OF FOOTING 1. Enoxry AnchorsHilti HY-150,Powers RAWL Power-Fp:,,,Simpson ET or SET T.O.J TOP OF JOIST a. Unless noted,ilistall threaded A.36 rods into Geon,dry holes 1n embed depth as shown an drawings. Comply with 05.2 STEEL OPEN WEB JOISTS AND GIRDERS T.O.S. TOP OF S'_AB OR STEEL meni,factur'er's ICBG report for hole diameter If embed depths are not -,hown,use manufacturer's mmmum T.O.P TOP OF PILE depths Fill hole with enough epoxy to fill all void spaces and insert rod with clockwise twisting motion 1 Steel joists and girders shall be designed,abricatee.and erected per SJI and AISC standard specifications T.0 P C TOP OF PILE CAP b Do not place when epoxy or concrete is less the 50 degrees Fahrenher..uol,!ss!,peclal products for cold we ether 2 Camber all joists with standard cambers per move standard specifications,unless noted or otherwise shown on T,O.W TOP OF WALL are used drawings p p p T&G TONGUE AND GROOVE C. Do not cut main reinforcing or break out hoer,: back surface when drilling 3 Provide bridging as called for by above specifications. Do not use slotted holler in boned connections Where E L Lt�'J S ESL 6 Jt TYP TYPICAL 2 Expansion Anchors: Hirai Kwlk Bolt-ll.Po%ver RAWL-Stud,Remset/Red iHead Trubolts or Simpson Wedge All bridging cannot terminate -t a concrete.xme:,onry wall,terminate with cross bridging.(See Details 27/SB.5 S 28/S6 5) y� o U.O.N UNLESS OTHERWISE NOTED a. Full bearing contact for 3-inch minirxrm around etich anchor must be provided between the face of concrete?rd 4 Submit shop drawings that indicate joist sizes,loading,member sizes,panel point locations,camber,bridging and A%8)8 0 0�A T IE S VERT VERTICAL the anchored assembly Provide non shrink grout and pack as required to eliminate all void spaces between face any other information that may be pertinent to the job W J WET JOINT of Concrete and the anchored assemb y 5 Submit stnudural calculations,stamped by a professional engineer registered in the State of Oregon,for all joists and ARCHITECT'S P.C. W W.F WELDED WIRE FABRIC b Do not cut main reinforcing or breall back surface when drilling holes gist girders Indude the calculations with the shop drawing submittal --- W/ WITH c Provide 3-Inch diameter x 3/18-inch plate washers fpr expansion anchors in contact with wood 6 Design joists for loads shown on the drawings. Design roof joists for net uplift of 10 psf Total Loads and Live loads W.10 WITHOUT 3 Headed Concrete Studs Use Ne!son weldingprocess with manufacturer's equipment onl no hand weldingDo not are listed in pounds r lineal foot Seismic loads(Indicated as EG)are ASU axial loads in kips to be transferred 1230 BY! First Ave., 030C POUNDSa•NUMBER y' p Portland. Oregon 97200, +1- PLUS a MINUS install while deck or steel surfaces are wet. through the joist bearing seat 7 Jolt and girder bearing depths shown on the drawings are minimums. General contractor shall coordinate bearing Pli (803) 223-8953 depths with joist manufacturer. 111sx: (603) 204-0827 sloped8. Provide 9 Approvedmanu actu manufacturer,,; Vulcreft,I Su Jgirders stSMI as regcuil2d L N C. w k ,IRU ,, 06.4 LIGHT GAUGE METAL FRAMING s��ED 'ROfEf 0 to 1 All light gauge steel shapes shall be 33 ksi material per ASTM A-448,Grade A for 18 gage and IighTef.and 50 ksi E a0 t t A446 Grade D for 16 gage and heavier,unless noted otherwise Shapes shown are per Steel Stud Manufacturers y Association Manufacturer's shapes with equal Cr greater A, 1,S,and R factors nay be subsi;tuted provided they hRve a t BO oeseArch reports. Studs and wide(minimum)stiffened nano.,%(unle s otherwise noted)ocking shall be unchel C'studs of 20 gage(minlrrntnn; material with 1- 319 Inhg> w 2 Design of framing members shall comply with AISI Cold Formed Steel Design Manual 3 Screws for connecting steel framing members shall be self-drilling,self-tapping screws with min -imum ty-33 ksi _C!qS Y Connect studs to track with Anlrnum two(2)08 screws(one each side) Connect multiple studs or joists together " with minimum#8 screws at 24 Inches on center -- -- 4. Screws for connecting gypsum wallboard or plywood to metal studs and track steal;be bugls headed,self-drilling f g screws. r 4 5. Torch cutting of load bearing stLds not allowed. Cut with saw or shears. 8. Torch cutting of bolt holes In track r;,i allowed Drill or punch holes 1/18 Inch larger than the size of the bons m 7. Bearing studs carrying axial load shall be cut so that web of studs Is In direct contact with all tracks dDATE! FEBRUARY 2005 S. Fasten sill hack to concrete with 0.145-inch diameter powder driven anchors at 24 Incher on center for exterior wells VI and 32 inches on centpr for interior walls unless noted otherwise00 1O8 NO.: 0208.00 g DRAWN BY: CEC IRAW ♦^ REVISIONS: 0 0. T T y O t a �• . a I�..i � FILE: S11-03320 rico0 STRUCTURAL NOT69 Atilt) ABBREVIATIONS d C211(+4wALHERIDLORETW"IE n.' S100 f- L.EC31911ITYSTRIP `rn,D -? 4 3 6 7 6 9 i0 11 12 I3 14 IIA 17 18 Ig 2.0 ?I 22 23 24 25 2 2 72D 29 3c mR 01 How q 1� 1 1 8 ® E1 l� � .{h1111�,I�illlrtl,IJallll�h lll. l l►l� a i I' 'Ilaltll,I�1aI1w Ii ' il�all,l 'I "IT I I ' I>��a1aJu,�l�tu,l�l�ll�t�l,,ala>�,11�.IJ�Llal�tdl�lLl�Ji)��li l,lu.L,�>LLI� r ;4 I: :. L ,.., _ .r .,`; '_ksi - ..ul it'. +,I ,. r a•r:�7r, :.,, : r . ... .. Akft rf i FOOTING SCHEDULE am FORCING F01 I'-b" WIDE x 12" DEEP (2) 5 co^,' '-OUS THICKENED SLAB AT BOTTOM _ 1 2'-m" WIDE x I? ' DEEP (3) 5 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM Lu 2'-b" WIDE x 12" DEEP (3) 5 CONTINUOUS ' r, X23 CONTINUOUS FOOTING AT BOTTOM JJ OF-C-4.04'-m" WIDE x I'-b" DEEP (5) 5 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM F C07-5 '1'-b" WIDE x I'-b" DEEP (5) 5 A, LONGITUDIN ,. / FC 7.5 CONTINUOUS FOOTING TOP / BOT. TRANS- AT T O.0 DOT. 1 Ib" O.C.. TOP � F4-0 4'-O" x 4'-0" x I'-b" 5 Is 12" O.C. EAC- CONCRETE FOOTING WAY AT BOTTOM Foxe 4'-m" x 8'•0" x 12" (5) wl LONGITUDINAL CONCRETE FOOTING TOP 1 BOT. 5 • 12" C C. TRAN5. TOr' 1 BOT. 4'-p" x {b'-®" x I?' (5) 111 LONGITUDINAL ` F4x16 CONCRETE FOOTING TOP 1 BOT. Is I2" O.C. TRANS. T -- TOP 1 BOT, CF-4x4)4 4'-C'' x 44'-m" x 2'4)" (5)•1 LONGITUDINAL CONCRETE FOOTING TOP 1 BOT. - • 12" O.C. TRANS. TOP 1 BOT. FSD 5'-m x 5'-0.- x I'•b" — 05 • 12" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM FdA b -m" x b'-0" x I -b" 5 • 12" O.G. EACH ` CONCRETE FOOTING WAY AT BOTTOM FGXQ b'-m" x W-V" x 1'-b" - 5 • 12" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM 6'-c" x 18'-m" x V-O" (5) wi LONGITUDINAL - ��"8 CONCRETE FOOTING TOP t BOT. S Is IZ" O.C. TRANS. It TOP CBOT. Fe.0 8-0" x 8'-m" x 2'-6" 91 IS 12" O.G. EACH r. CONCRETE FOOTING WAY AT BOTTOM - I. , COLUMN SCHEDULE MAW SIZE C H55 b x b x 3!8 C2 H55bx4xi/.1 t-. C3 HSS 4 x 4 x 1/4 O C6 - - -5S 6 x 4 x 31A- ICC ,8CC 56 I TOP OF FTG 2'-0" THICK CONCRETE ---- -- ----------------, FOUNDATION KEYNOTES r v BELOW ELEVATOR W/ I H - - - -- 1 ,�-- _ _ 1 e 5 • A O.C. EAC-1,4 WAY I ------ I PARTIALLY GROUTED MASONR` ---�-•-------- -------------+--------------- 1 _.�-- I TEP FTG � �- TOP AND BOTTOM ! "--— — --� I I I 1 11 + SEE 1/56.1 J loc 863 I I -�---`------------ I FU-L HEIGHT 1 ` 1 � � I r i- � � i Oj 2 SLOPE TO DRAIN - SEE ARCWITECTURAL 863 I + e 3 -11 I 1 5 I 1� I 6 I _4 i ;Q I-------- -- I 10B �� I 1 0` ``_'1 ILAI IDB w 563 I - <3 L I _ -----14-- - ----------t 56.3 'F'3 1 1+ _�� b ---- -- -- ---------------J I _ IUB �3 I I --------- 3 RECESSED SLAB - SEE ARCHITECTURAL I _-_______ L----------------------------J _ 862 1 563 I I 4_ O l •` .M I AND DETAIL 8/56.1 - a' CON I I -- ----_ -----� WALL -- -- - IFr,- 0 --- - -----%----- ----- _---____- -------------- -� �- a.,GpNG 2--,- _1_ - _------ ----rb CONC - y Z ------ ---- 8 MA50NR� W.� (2) 115 VERT • Ib"OG. �s 3 II I 1 --- i r _-�__�� 0 I W 'coNt� sbs I I I O i Fc2o CJ i _ - It F••-5 A 5 ; WALL i ' 1 ---(—�—/—) --- ---� I--- ��/) � L O ��5WALCF-6DA wAL�F40 C S r -J FC25 ___ � -_____ b C5 5 VERTICAL T Ib" O.G AT.:- F4x8 �C5) I _L. HORIZONTAL AT ib' O.C.— •,•-r «....rw�ti,,,v .r. ------ --•—•-- -- - -------- ----------•----r---`�� — —— — ---- ——— ———— ——— _ J — — u, _ _ r——-�——1 — ——— I —, _ -- L �0 1 gb I r S �-_— -------r —� —1 L _ —"— / r ---- �,�: I I N N 7-1 -IL---- ---- —� �- - r _ �- L - -f - - - 44-- - -- -I- L 21 22 4 - }- .- y . - - - I --- -_�- - - -- -- -# �- VERIFY SIZE AND LOCATION OF ELEVATOR I - I �� _ r-0x� 1 1 r 1 86.1 1- J I -} - - -�I P -- - �-----U ( 0 SUMP BLOCKOUT FOR SUMP AND PROVIDE _ 1 .t_b 4 -b g4 t1) L--, Sb.1 IM. __ 1— a .. ----- r - __ -1 r' FC?.5 L--.L--.J OFC2-5 i b' CONCRETE BELOW WITH (3) 5 EA. WAY. I l I -t I 56.1 1 I I X25 1 r ,�'"' 1 �' 1 13 1 ( J TYP l I ; r � L ----- W1-ERE FOOTING DOWELS ARE INTERUPTED L -----J 3 1 } I _J -1 ` 1 I (2)PLC$ I 23 ; I b P'-ACE ADDT'L DOWELS EA, SIDE OF SU""= -_ 56.1 I 1-- 1 Fd>� �, TOP OF FTG E= I ! I I ' FCL6 iI TOP OF FTrs EL t + 1 J _ 1� 1 + I I ' it . -14-0" I + '.1 1 rc "r- I d ► 1 s I I I • -14'-m" �. I I r--�O-I .- °r° 1------ ----- --i L-------•- ------ I - -- - - - - - - I I � M --- -- --- ------ �- ,�..-'-`t �__ 4 -t' 111 ,;.; --------------�-------------1- -- -- - -- I I ------- -- --- ------ -� ELS S E&LK'',", I4„ 5L A5 �G.EAGN 1 1 FGA 1 1 ( ( I FC26- L-- --U CF-05 I Tit" •,t s 3Z' TpP, t D+ A oSa oS®1[ s ( A I _ . 1 1 3C I I I O _ —•-1 I i 1 / t° .. 1. ��„ C. 3T4" g o __--- +- 1 1 56.1 I I i I i it i I I sb.1 ARCHITECTS P.�. AGrE� 4 I r -- 1�- f 1 GpMP pR • 56.1 1 •.+"' r IFw15+a>=�p FTG �t. 1 1230 SW First Ave., #300 . —" FBxfa I I 1 •ps" d; �Ir '1 C1 1 t or D BRACEDI - '`� I FSA Ili Ci ( I i Portland. Oregon 97204 N I 31.1 FRAME X40 1 I,� ,,,1. ;` 1 O I �-'^'- I { T F 1 • FC25 I FC4.0 C�'ii O I I FCA.O Ph.: (503) 223-e9",3 I I / (� -1; I I r 1 I Rax: (603? 204-0827 c I I — — — — — J — — — -- — — - -- i -- I 1 _ -"•'".. i G 1 , y�� I 1 + ! I ------- L- _•--- - — I— -- - -� - I — ----►-- --- ---- ---1 r_ r 4 I 1 � L — 1 G 1 J + ij I � --I-- s I L (r-' i yb i t 1_ la'-m 1 1,1 r�� r r r 1 i i i TYP J I I I '�Q,E�cPROfF c 9 i CF�L ( , , TG EL� 96'' t;;ee� RA ------------- L ----------- ------ — --- — -- — — -- — �r _ --�- � I 11• � �, i — 2 25, DFCt5 1 1 --` _ • TYP LEa !, L_J 2 Fcta I I l �J OlI ��r_ "( 1 I I 1 I I 37PICAL R -. - - -- - - - - -- .-.-- . _ -- - -- -- GRID ITOB - _ = - J ----- - -- - G - - -- - - -- - - - - - ------- 1 - - __ - - - - - - -- - - - GRID 1708 - - -- - - -_----- ---J L_ - --------J ___._ I _.� _ _ _ :�uwa i�ooe J L_� J s�— L J T- � DATE. BRUM " 2005 F E JOB NO.: 0208.00 TOf' OF FT ra E- I r 30'-A" I Q jil GRID 8 TO 14 Ip U �, DRAWN BY: CEC (TYP I I 1 I I I I I aa ry UNLESS NOTED ,�'-�- �jg I I I O �^ - ' CHECKED BY: RAW OTHERWISE) I I � I I, I I� I I � � V/ � REVISIONS: � a I I j�--• 1 I'I j I I I I � � `---- - --- 24'-6"- - -- ---- ------ - 125,_I„ _ 28'-8" - -28'-11' --- - 28_5,. --- -- ry - - o — ;. 2 3 4l 5 6 7 8 g 10 � FILEI 331-03320 V/ i LOWER FLOOR �+•� FOUMATION PLAN (WEST) LU irl LOWER FLOOR FOUNDATION PLAN (WEST) c � 3 S361W AA LEGIBILITY STRIP cm - �m0. r I 2 4 5 8 7 e 9 10 1 12 13 14 F f3 0 ?_n 21 22 23 24 25 2B 27 2F 7.9 30 I I 01 Q ' NpNI Y IQ `- zl1 I��.1,�I, tl�l�l� �111�1t1�.u11�.I.L�.tlll�.la,�.l�1�11.1,��1.�,+.la�tJl.t1�1a.1�1.��.�l�,I,J.I�,III ,I,��,;..1,!�l.�I,�i,��t�l•lUlall.l��.t1�11��1�,I11,LIQ,��a,I.AGI.LI�a.l,�1J�J�l.�l;�l,lal�,111.1 4 y M 1 Wi'l -'.- - r \ ,yy 7 , M ,h ua Y A, FOOTING SCHEDULE 04 RK SLE REINF•• NrM -i, _:-E 12" DEEP __,r TINUOUS z THICKENED SLAB AT BOTTOM 0 2'-0" WIDE x 12" DEEP (3) 5 CONTINUOUS- 1?7 CONTINUOUS FOOTING AT BOTTOM ILL'. HFC7_5 2'-6" WIDE x 12" DEEP (3) 5 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM V 4'-0" WIDE x I'-6" DEEP (5) 5 CONTINUOUS CONTINUOUS FOOTING AT 50TTOM I 1'•6" WIDE x 1 -6" DEEP (5) 5 LONGITUDINAL CONTIP'UOUS FOOTING TOP 4 BOT. r 5 TRANS. AT 8" O. UT BOT. 1 16" O.C. TOP F4.0 4 -0 x 4'-0" x I'-6" 5 0 12" O.C. EACH CONCRETE FOOTING WAY AT BOTTOM CF44 4'-0" x W-0" x 12" (5) •1 LONGITUDINAL CONCRETE FOOTING TOP 1 BOT. 5 a 12' O.C. TRANS. TOP / BOT• W-0" x Ib'-0" x 12" l5) 01 LONGITUDINAL F41f16 CONCRETE FOOTING TOP 1 BOT. T w 12" O.C. TRANS, � Cl TOP 1 BOT. W-0" x 44'-0" x 2'-0" (5)01 LONGITUDINAL CONCRETE FOOTING TOP 1 BOT. 5 a 12'' O.G. TRANS. TOP 1 BOT. 5'-0" x 5'-0" x 1'-b" 05 a 12" O.G. EACH F5A CONCRETE FOOTING WAY AT BOTTOM z b'-0" x b'-0" x V.6" 5 a 12" O.C. EACH �I �0 CONCRETE FOOTING WAY AT BOTTOM LI 6'-0" x 9'-0" x 1'-6" 5 a 12" O.C. EACH �� CONCRETE FOOTING WAY AT BOTTOM 6'-0" x 18'-0" x 2'-0" (5)•l LONGITUDINAL CONCRETE FOOTING TOP 4 BOT. -� 05 a 12" O.C. TRANS. TOP 1 BOT- F�0 8'-0" x 8'-0" x 2'-b" 01 a 12" O.G. EACH ®®. CONCRETE FOOTING WAY AT BOTTOM 31. Inc qf-) COLUMN SCHEDULE MARK L1_ 32E C1 •-35 Is.- 0 x 6 x 3!8 OHSS b x 4 x 1/4 c�y- OHSS4x4x 1/4 - x 8 x 3/8 --- -- c --- - OI-15S5x5xl/4 s O H55b +c � x38 FOUNDATION KEYNOTES 1 PARTIALLY GROUTED MASONRY I 10B I I j FULL 1.1EIG1-IT - - I x'3 5-OPE TO DRAIN - SEE ARC1-IITECTURAL 563 O i -- L---------------------------------------- ------------------------------------------L----------------------------- 1----�---- ------ -i O RECESSED SLAB - SEE ARG+afTECTUR4L AtiD DE L 8,56. _ 7777-7777. -77' :, - - - J 4 8" MASONRY W/ (2) 5 VER- s ___--_-- -. ______ __.� .O _ I O_ Fao Cs I EF4. C5 --_�e o4 r-�„� �,� s.o / 5 VERTICAL AT Ib" O.G. AT WAIL �r I , F4x8 C6 _ I 56.1 I L_ F4.0 pa, 5 HORIZONTAL AT I6 ' O.G.cl I r- 1 - --- FC25 r-- -� F 22.5 r- rF6.0 f r ) I I -- ___-•-_ -- L___ --- --- -J L---- � - - r- --� I .. _ r -�.. I -- �-- "77777777 --"_=�-- - _-�- 1- --- ----------- ---• ----------�L VERIFY SIZE AND LOCATION OF ELEVATOR _ --- --- --- ---- , t f- - _ VER I L L_ - --i _- _ -, L__�,,J I I I O SUMP. BLOCKOJT FOR SUMP AND PROVIDE I L_ ___U /f' __ -U y r --i I b' CONCRETE BELOW WITH (3) 5 EA. WAY. ' -} - o IWHERE FOOTING DOWELS ARE INTERUPTED � 1 1 I 2 L TOP OF FTG EL 43 I r _-- J I `r _ t ;LAB-ON-GRADE dT T7----•1 I TOP OF FTG El I ��- _j I I 86.1 I I ::; ...1_ -� 23 I P � � 54.1 � � o•I '' W/ 04 a 32" O.G. EACH WAY 23 � i �� r �------• - --- J PLACE ADDT'L DOWELS EA. SIDE OF SUMP. 56.1 i l5J PLGB i -14'-0" 56.1 I i I I I '( J _ J ( I I I +� OVER ''COF LR AT TOP 0g 56.1 i +�' 14'-0 _I 96.1 E7.5 20 >F'' _- --_ - I�3 1 L 1 d `) COMPACTED CRUSHED RC)CK -- I' S6� I TOP OF FTG EL T ' --- - - - - 14'- - - - -- - - - •OP OF FTG EL I ___ - ■ _1 ■ _mI , 5 6.1 _1 �� I � 1,, �- � -FINISH FLOOR -13'-4' i I i I �5 i ----J I i - --- r , o I -� NMI' Fill, L- rELUS 67-SUCK I /��F FC25 1 I I I I I lAi�S S CO)0 [ T[ES[Eq I ARCHITECTS P.C. I J i I I 1 I I S6.I I BRACED I E r ------ I I I I I 1230 8W First Ave., #300 -- I 11 0 i O I O I FRAME E > I i F'C4 6 TOP OF FTrs EL I I �0 I I �'a0 G7 I I I I 51.1 I LL� I I Pcrtland, Oregon07204 I I FC4.0 i r- 1_1 56.1 r- -1 I I I FC4.0 I m I I i i I I I I TYP ( = I I I I I I I Fax: t 031 29'4 0827 r ----------------- - - -I I 1 I I j I I j L. \ _J I L J o J I e u c r u A F4A ec', I I I i 6 I TOP OF FTG EL 6 ! TOP OF FTG EL I I lc Rl l �,EO PKOfFf r- I _, I I I i 56.1 I ■ 14'-0,. j 56.1 ' . -14'0„ --r I ��"''"'""��J ��5�eo r ►•,4? o 1----------- ---J �---- --- --------� I i I i -- - lO I 17m r - - J 0c, I.0 l O I O I I cb.l I R �GC r 25PO.+ r I r- ' -� I �- ' -� I I �qs E .ARID ID TO I2 I ---- - __ --- ---_-- --- - _� - r• �- --- -- --I L__ ---- T'- -J L----- "J R.ID I6 TO 11 1 �- -� -'� _J L 1 -J L _J c i � - -------- -•-------- � R � CtllBd li-a1 iD04 `- I I Q r ? 1 7 � TOP OF FTG EL_ o s I I 196.1 -14'-8" (TYP -- D UNLESS NOTE:; DATE: FEBRUARY 2006 S I I I T'rPICAL -1 I I S0 I I I OTNERwIgF. I I m JOB NO.: 0208.00 m1V j Vj0 GRID 12 TO 16 € _ DRAWN BY- CEG c I I I I I CHECKED BY: RAW cf)I I REVISIONS: --- t y lyy o ---- - - ---- 2 N 1 � --- *- ---22'-2"- - 28'-4" ------- X8'-2" 24'-6"---- • 10 11 C 2� 13) 14 �15 1 E �) 18 -- 1� � � FILE: S31-03320 tl 1 uj Jimw� LOWEFOUNDATION PLAN EABTR FLOOR Ll.� LOWER FLOOR FOUNDATION PLAN (EAST) � I/aD' • I'-ra ' 02ON WAI KERIXOMETICYYY 1w S361 E LE01BILITY STRIP cmo a 3 d b 1 1 IOmm.1"m d e 10 1 I 1'2 13 1'4 1i6 II7 IP 19 210 21 22 23 24 2G ?6 2 20 �.9 - i �I 1101 1I 1LU1�1�1, �1�1 �J11„'.��J�JIi>►�114441'q�,�►a•�tJ,IIIJ�I li1�i�J�IJ tJ.1 I�W.lalal tltltl ltll;tla[t1�1�J111J�; 1>lli�!�lillJa ��lt!�I 1111111 1 11 11 I , ��N • r ..�,1,.�,�1�.1��,1�1►�'w�IJ,t,1�1�W .�11,1,1;�1 0 k NO Ito! r , FOOTING SCHEDULE SUE REINFORCING 1 2 (3) O 6 Y Q \,;J 10 i'-6" WIDE x 12" DEEP (2)85 CONTINUOUS _ FCtB THICKENED SLAB AT BOTTOM N') E�I2'-01" WIDE x 12" DEEP (3)45 CONTINUOUS S CONTINUOUS FOOTING AT BOTTOM U- j j I 1 j 1 j j I I FCU CONTINUOUS WIDE x 12" DEEP (3)45 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM - 1 �� 4'-0" WIDE x I'-b" DEEP /5) 5 CONTINUOUS I I T II I I I I f CONTINUOUS FOOTING AT BOTTOM I I ' '1 jl 1'-6" WIDE x I'-b" DEEP (5) 5 LONGITUDINA- I CONTINUOUS FOOTING TOP 4 BOT. _ ( 5 TRANS. AT 8" O.0 U` I _J_ 1 - I Int I I i BOT. 4 Ib" O.G TOP _, 1 r- � I I � 4'-m" x 4'-m" x I'-6" �'S • 12" OG. t:.� TAF. -I'-4" - 1 I I CONCRETE FOOTING WAY AT F30ttOM~ I olr-� rIi1, W-0" x 8'-0" x 12" (5) ■"I LONGITUDINA_1 1 I I I j I Fate I j 2 C '1 _ '' "-� CONCRETE FOOTING TOP 4 BOT. I �o , 6 1 r r r ,0 1 11 1, O i I I TOP 4 BOT. I I x 12.. l5J rl LONGITUDIrv:-_ 5 I I I CONCRETE FOOTING TOP 4 BOT. r5 • 12" O.C. TRANS !- TOP 4 BOT. _ 1 1 I r- BF(B 4'-m" x 44'-(d" x 2'-m" (5J ^ LONGIfl1DINA_ j I �'" 1 .r-• +' � i 1 - - - -------------- - - - - - - -- - - - - - - -� -_. F4x44 CONCRETE FOOTING TOP 4 BOT. tpFB, -- 5 s 12' O.C. TRANS C1 I 1 1 1 � ' -� I I - I _ TOP 4 BOT. .... .. ... .. J I 5'-m" x 5'-m" x I'-b' S • 12" O.C. EACH O I r-- - I 3 1 TYPICAL - 1 i I �0 CONCRETE FOOTING WAY AT BOTTOM ®R�;I~ «.,�.:� GRID 1 I 5 _ �► _ 1 II i C'{ Sb.l 56.1 m" x b'-o" x I'-b" 5 • 12" O.G. EACH oe I sb.l , 1 --- 1 --- ----- - _ I ar `� - I I Fa.o 6 O 1 .- 1 TO Im CONCRETE FOOTING WAY AT BOTTOM --- b'-m" x V-m" x 1'-6' S • 12" O.C. EACH P QINT T��5 � FaxBAY AT BOTTOMr ---� 1 1 1 I I - L' --------------------- RETE FOO INC WLONG T20 i I 1 1 I r -\ FC1.5 I. FCtS 4` ! FflAS x 18'-m" x 2'-fd" (5) 91 LONGITUDINA_ FC40 I I 1 1 1 ,� 1� 1 r / I I (I=4.0 i � © I CONGQETE FOOTING TOP 4 SOT. 1 3 FC2,5 -J ,. �/.� S • 12" O.C. TRANS j 56.1 I 1 I 41. al A9'0�. wp r- 4 1 56 I F4.0 i a E B V I I - SOP 4 BOT. _ +4 • 32 �-, S6 I 8' 011 x 8'-m" x :'-6" • 12" O.G. EAC«. D --•----- --- - ----- - - -- - - ( _ -1 - - - I 1 1 1 W/ 1 1/2" CLORF 3t4hi K / L,,,RI� _ 1 1 i j ST.I FRAME �'� FRAME 51.1 j r--} L;-I( CONCRETE FOOTING WA`r A- 507TOM , R 6, G µ� - ' 1 1 / I F4.0 I 4 O D . d -� '1 1 / _ j VOLLEYBALL I I L\ ! j O GpT1PR "%•"�+ I 1 4 I`SEE AR:H'TEGTURAL I I SLEEVE I �- 1 � 1 FIND► _ --Y - - = -- 1 r SEE ARCi.4 j COLUMN SCHEDULE PLANg FCR SLAB I I + j 28 I I .-. 1 ►-r_il d M 1 11 i ; 1 J IN GALLERY , JOINTS 56.! e _ I I MARK � F 111 I � 1 1 I I<�._/ I I I ( I I g HSS 6 x b x 3/8 - _•_ _ b T�F�' - _. 4 1 I c2 H - � (TYP (4) 5rc.l I ■ I 1 1 11 p(`I+'S 2 I ° --.- 1 I 56.1 i I 55 b x 4 x I/4 -- - - E PLACES I6 I TpF;I 1 1 L .�-J� 3 6 , 1 II - ' '� 1 1 11 I I i ��- sb.l ! I ,}i » V pO L1SSdx4xl/4 sb 3 O 1 1 1 !4• , I � ,,1 11 ► - ! I I � 11 I I I t I - ----- -' - - I - I ► I -, 11� --f _� j Tph �_ I 2 J x e x 3/8 F ----------------- - 1_ ; r ,1 / ;�-�--•l„�"L �6A I - J - -' -- - �5 H \ (C5) 695x5x114 �■ � E-0) 1 1 .► - - 1 t'0, t-y'' I 1 1 2 I VOiLEYBALL TY I SE I l 1-1SS b x d x 3/E _ - I E 1 I , 1 I SL EVE 56J J 71NT 'y �J ' 1 1 J 1 i SEE ARCi, T�F4, 1 1 � •i �s I � F 4 STEEL DECK SCHEDULE ' II TYP pF. TAQ. ■ I -m" s 1 s63 12 i T.O.F. I ( • I I/2" x 20ea "B FORMLOK" VERSO.O GOMPoSITE MTL 3 _b" 1 C1 -1 __ -I'-4" -.+1 t-� DECK (OR EQUAL) WHERE NDI-,ATED ON PLANS. �"f I I I \I 1 F50 II O --_ --- ___L_ " ' Cq S63 I LAY PERPENDICULAR TO FRAMING AND ATTACH 1 r , „ 10------------------------------------ -----------•- - ��-- --- _ _ �J WELD PER 3TRANSVE36" WIDE MS EET AND TO PUDDLE 4 1/2" TOTAL DEPTH -�`] - -- i 1 _ -.. ` c�3 ,/ 48 1 r-- -------- I CONCRETE W/ O I p>r'6 1 48' I- J LONGITUDINAL FRAMING Wi 1 2"o PJODLE 9 Y� 1 S F�_ - -" T.OF 8` �'` ; t ~- .. 1 1 , 8', -E x44 R� 81.1 ------�i 48 48 I 48.. 8" i I 56.. L- --J MIN. META O G. 4 e 30" O.C. EACH ( _ h } WAY iU! I" GLR AT TOP I SEE 1, Al.) -4" I 1 EA I I C =D Brc�.�_., G I T j OVER COMPOSITE FLOOR j �T _ _m �I, b _ ENZ L DECK SECTION PROPERTIES: 4 1 g(�J 1 1 1 i ^ I II I ! i 19 O F80 Inns 0216 IN S 1J I/2"e DECK PER SCHEDULE g61 1 1 03 1 1 25 I ' 1 Fes" '`= i 963 �'B S'DE LAP: S. • 0235 IN PUDDLE 1 2 3 863 I I I E 3JTTON PUNCW 5- • 14248 IN WELDS EACH 1 'I 1 UaIM' S i 3 9 �T C SIM I 13 I 1 56.1 1 r 7 - - I -- - - -- I j !8" o.�.. SUPPOR, I - 12K �� Y ,2©© f I Sea S6 9u I 7 F, . 38 KSI 3 i3 6 Sb.l 15 1 - ---_- 9 \ 24 I TL■S� / L 1 / / 48" 2 .�'1 S III -c - - - - I - I ; 12K L-_-_- -_ - 0" j Sb 96.1 i 5'0 3 8863 -- -- , 1 .1 1 8f+.1 - 96.1 Sb.l i. {:. 1 I y o Ol 56.1 - t- - 1 , 1 1 `'' 13 � _ - � I TL■5@^ ' LL■2sa0 L_--- I , - - -- - - r- --- - - - - �- /1J� I tlll0 SIDES 5563 - LL-- - - - - - L --- �- ---1- -_ -- i ) vl--_I - J '---- .. -... x2 I F I 5 � 13 IQ I I N e 4g,. OC ol 3 I 5 1 l2) PLC., - TY ' Q OX - 862 W Itaxlb • �J1, 23 15 TYP AT OPNG'S 5b I x _ H 29 a�' T P 'n W IOXID a 5'-8" O.G. S63 W 4 °563 � WELC PATTERN FOR t�" OC. 862 AT GRID K TYP 5'-m" S6.i p `� 862 COl"1P05ITE METAL FLOOR DECK 562 t 2 YP 21 01 I !4 I. I 2 I I© I ~ I _ 3 `� --�� °vb2 22 SIM Se% Ka- - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - ---------- -- _- -�- - -- _ 56 22 l) W Ipx2 -- - -- _--- 1ax22 EG2-�-EG2 2 EQ- -E0 5'-8" �2 5�: S6 Yr' g61 g62 Ly "ANUFACTURER TO PRGVIDE ALL ASSEMBLY COMPONENTS INCLUDING CLOSURES, EDGE FORMS W 10x22 CONT I0x22 W Imx22 '� IQx22 1SND RELATED TRIM PRODUCTS FROM 1 _ 1 2aL-O / -!7 = 1 / r sALV!tiIZED STEEL TO COMPLETE FORMDECK - I- - - ------- }3 24Lµ .600 1 TL`s 2 - O I --- 24 K 24_K - -- �. 4 x x �' [,�9mm /•L3 g 0 LL 46� - _ I I I 24K - - /TL•30C ;O a TL■!00 / FLOOR DECK 963 2 0 ' LL■6000 2 81 23 3 15 () !, 23 LL■150 E LL■150 2 23 I�4M iillt 0 - 2 TL■a , 3g 3 i LL■�0` J 86.1 (U 24K w O S4I I O I_ I I/2" x 18 GA VERCO HSB (OR EQUAL)METAL DECK Q41 ' 562 TMP I g E 19 _ .�' - --------�-- -- __� -- ■ �'� j _ w W _ 1 PROVIDE ACGOUSTICAL TYPE ERFORATED DECK I`- 1 2 --- -- g(o2 24L� 0 2 10 �� ` Z �4K / TYA WI-IERE INDICATED PER ARCH. 3 SPAN MINIMUM x LL•60 Yp ` O �� \ 2 IS �' 0 U' TYP AT 18 36" WIDE CONT. SHEET LAY PERP. TO FRAMING U 0 TL•�0 38 T 2 2 5 (2J O Z'S w - W - 2 AND ATTACH TO •RANSVERSE FRAMING W/ (1) I/2 ` 15 ,,, 1 ,�i� 4� 562 562 PLC S d DIA. PUDDLE WELDS PER 36" WIDE SHEETS AND M�- - ---- ---- ---I-- --- - - -- -- - 1 ��' - X02 _ = a62 - � �� C'1 562 �/ �r - = LL1 w = TO _ W -f of F 24 K � 24 K WELDS u8" O.G. MING W/ 1/2" DIA PUDDLE -L �a ?YP O LOOK DECK _ MIN. t1JETAL DECK SECTION PROPERTIES: L�I S E S�O�01-'� c0 -.t�_• ��j ?fP �2 N 2 Z 4)A� 2 i TL•48+D / LL•3t� E 1 tL•48m / Ll-m300 4 �o I //�� w ■ I �- 'XI gal W �__ 88 6 x b x 3/6 C3 �.: - _ SIDE LAP: IMM m302 I; ll) Ir1"o ��S®��d`U�� O `�fir j �W - I I/2" TOP. S. m332 IN PUDDLE ARCHITECTS P.C. f!!p TYP 4 5 0 11 25 O SEAM WELD S- • 0335 IN WELDS EACH 3 AT 18" O.C. SUPPORT Q .40.4 J g67 FA. 1 Q N I T�P'Cq` �`I Fr . 38 KSI / cr EI I 1- m- - --3 GRIP .. Q- - I �r� Portland.SW FOrregon 07204 Y J - 2 •J . W N � � � • .J x J 4 c , © � / t 23 I W 56: 0 2 3'-m" Fa t(503D 223-0883 411-2'' TOTAL DE, TN v Emµ 3 862 0�_ _ 00- _ EACH ROOF WELD PATTERN Pax: It5o3) X04-0827 - TYF n $ P - -- - --�-- ------- -- - - --- CONCRETE W/ • J _J-- 4 gIDE EA. ~, EACH Q /'a 1 'n J SIDE NOTE •4 a 30" O.G. EACH o,(,2 J xl END " SIDE ' : • -a f SEE DETAIL 16/86.9 FOR ALL CECK PENETRATIONS -WAY W/ 1" CLR AT TOP �': �' c+ 1 - J NOT DETAILED. a OVER COMPOSITE FLOOR r -�"�` _ -- ROOF DECK I � • r_ _ _ _ Q u C T u DECK. PER SCHEDULE N XI w14x34 n y t\ N •f °C 3 - _ - 1 --� ROOF DECK J �+ H9.. 14 x 4 x 3/Ib J r ��,Eo PBOFff s Opp '- g W14x22 - 2 " j a - - -- -- ---- �- WI4x22 1 FLOOR KEYNOTES . R ------ -- -- ----1- - w ---� - - --- - - - - - - _ _ ; _ Ib °Jlo 2 1 A � 2!� 26 � Ci Y 29, O j Q Q I 562 SIM 962 1 RID 2 Q I I qs E v a } Q, 1 362 56: 1 PARTIALLY GROUTED MASONRY w C< �P TYF G °� J _ FULL HEIGHT R 6 I �Iv 6 s I \ TO C� I I / W14x22 / w14x22 § Knee i,at�ooe� R - -- - -- - - - ' - - - - 1 _�.-.--- {----------.-.-.-.---- -- \ / <'�/ lU 5 VERT • I6" O.C. AT � OF WALL r 1-- 16 12 2 (4)5 IN (2)CELLS EACH JAMB �; RECESSED SLAB- SEE ARCHITECTURAL DRAWINGS DATE: FEBRUARY 2005 TC GRID IC I I - AND DETAIL 8.186.1 _ JOB NO.: 0209.00 ! ! ! I t m N u ASA OF LANDINCa NOTED IS PART DRAWN BY: CEC g I I I 4' OF BIDDER DESIGNED STAIRS -- �� - I __- - � � CHECKED BY: RAW 1 i j w I j I w I iu BLOGKOUT WALL AROUND COLUMN REVISIONS: - ry WITH EXPANSION JOINT MATERIAL - - j I I I I I SLOPE SLAB t0 DRAIN o 1 I 0 SEE ARCHITECTURAL PLANS r (�`� FILE: S32-03320 MECH PENETRATION- SEE MEC14 \7� MIN 8' DOWN FROM MTL DECK, AS <V CLOSE TO CEILING AS POSSIBLE ---- I - � �Ot1NDATION AND WALL McXJNTED SPORTS EQUIPMENT 4 FOU FLOOR O BY OTHERS. VERIFY LOADS ON 0 FLOOR FRAMING PLAN e STRUCTURE 4 COORDINATE WITH IWEST1 LIC'iHT tiAGE FRAMING DESIGN. t MAIN FLOOR FOUNDATION AND FLOOR FRAMING PLAN (WEST) � 1 � � ©7,.Y4 WM K!'P.Di OnE ill:VfwNF 2 W IN[ �� • �., c+r„ �Ili !iljilll� !I!IIII��II;IIIIII�II'I!II!t-II Itiiilll,',i I i;il�nr'. 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"ISR o I 4, , E i ' , .'h FOOTING SCHEDULE 041 N N RK SIZE REINFORM0 0) I 10 ,� 12 13 14 15 1s 17 18 Q I'-b" WIDE x 12' DEEP (2)5 CONTINUOu6 z THICKENED SLAB AT BOTTOM CO)I I I I I 2'-0" WIDE x 12" DEEP (3) 'S CONTINUOUS N I U I ��yl I A I I I I I �� CONTINUOUS FOOTING AT BOTTOM �� 2'-b" WIDE x 12" DEEP (3) 5 CONTINUOUS 0 I U I 11 I U I i I CONTINUOUS FOOTING AT >= BOTTOM (J TIT i i W-0" WIDE x I'-6" DEEP (5) 5 CONTINUOUS CONTINUOUS FOOTING AT BOTTOM i `i i i i i i i ► i l'-b" WIDE x I'-b" DEEP (5)5 LONGITUDIN.:_ Fc�a CONTINUOUS FOOTING TOP 1 BOT. i i i i I i 5 TRANS. AT 8 G I i BOT. 1 16" O.G. TOF F40 c ' " ` _6 5 • 12" O.G. EACH CONCRE`E FOOTING WAY AT BOTTOM F4x9 " -0" x e -0" x 12" (5) •l LONGITUDINAL CONCRETE FOOTING TOP 1 BOT, I I I I I I I I I 5 . 12" OZ TRANS. TOP 1 BOT. F4x18 " 12" '5) v1 LONGITUDINAL L : CONCRETE FOOTING TOP 1 BOT. 45 ' r---BF _ TO I4'SOT. TRANS- - - ..--- =--X -- - -�-�- --- - -- r-- — — -- -------------- -- - ------------------L -- — — — ---------� — — — — — — — — - -- — — 1---------------_------�— — — --- --�10) •� -0" x44'-0" x 2'-0" l5) •1 LONGITUDINAL '_0" 4x44 :':ONCRETE FOOTING 'OP 1 BOT. I---------� 1 I L- -----1 i i I I I .5 • 12' O-C, TRANS. Is " I 1 I I I I TOP 1 BO(4DX16T. I I ii n I I 1 I I TAF" i E Ic A b 16 5'-0" x 5'-0" x 1'-6" 5 . 12" O.C. EACH u� RACED I ii { BRAC D < 1 r- • . 90' � I O 8b.1 363 I I Fs.O I ;1 -4" FCL6 CONCRETE FOOTING WAY AT BOTTOM } S� FRA"IE i n ii I FRAME S�.I 2 3 o u. `Q I R.0 —� -��i 1 I i -Ih-s-If♦e. i Sb i di It- Ir % I FdA I r_ "=r I I F6A CONCRETE FOOTING WAY IAT BOTTOM H J I 96.1 1 - - - - - - ---}- C o -0" x 9'-0" x 1'-b' S e 12' O.C. EACH —1 -- — -- -I— -- — — — — — - — -- — — _-- - — _ - ' � J �f I -- ---•--- --- e - -- ML �~....� -_� �' 3 i � I / I I I I � I FC.O i � F8x0 CONCRETE FOOTING WAY AT BOTTOM I f o I --- 1 �� I J I 614(3) 12 I I 6 -0" x 18'-0" x 2'-0" (5) '•1 LONGITUDINAL .� FGtS { _,I I I Sn.1 I Q S6 r -� r FBxtB T.OF. ■� I I 11 FC2s PL�CES\9E 1 FC2b ( I I I CONCRETE FOOTING TOP 1 BOT. EE ARCH FOR __ _ �-J L_ �_ 2s 5 • 12" U.G. TRANS. 3 -4' - -- - 3' , „ t- I COMPRE55ER PIT I I I - TOP 1 BOT. ; *,, ,,r - I Foxe Y 1 1 1 ®t. I ------ —I ---------� �' •�►�.- r � L, I F,-0" x 8'-0" x 2'-b" � . 12" O.C. EACH y Fe.o ■� Q � :ONGRETE FGOTING WAY AT E'OTTOP"G2P J ( j LSEE ,/56.1 I � 1 1 I :k TDF. i (TYP uN.o.) i I I:a:: -I'-4" �:OLUMN SCHEDULE --------------------•-�- ---- ------ ------ I--------- ----- -t--I I -- -- --- ---�=---I- ----------------- I I 4' SLAB-ON-GRADE W/ I I � ��, ' ( i MARK SRE 1 I 4" SLAB-ON-GRADE W/ I I _ '4 • 32" OC. EACH WAY 1 04 • 32" O.G. EACH WAY I W/ 1 1/2" CLR AT TOP 1 I. I OVER 6" OF 3/4" MINUS I I C1 1.195 6 x 6 x 3/8 f 1 I W/ 1 1/2" CLR AT TOP, E5)1 I _ _� .� I' I I I r I e-I ( i CC7MPACTED CRIIBHED I I u f ) OVER C E CR MINUS I I R ROCK. FIN FLR■ 0'-0" (TYP) yJ I COMPACTED CRUSHED I 1 �� +- RPGE89 WHERE NOTED O H55 6 x 4 x ii• 4 ROCK FIN FLR• 0'-0" (TYP) I 1 ( ® I t d I I I _ 1 I RECESS WHERE NOTED Z I { ( } I QC 3 L 9a I O HSS 4 x 4 x 1/4 r- L-, { 2 r -1 CJ. �0 - -- -- -- - - - ------- - - - -- - - - - - c4 �sS 8 x 8 x 3/8 Faze3 � � I 1 t— 1 —�.--------------------------�----- ------ ---------1-----------0 O — - — — — — —,.-------------------- I — -- t —�— 8 f I ( _ 29B 1 i O a t6I JONT YP 961 I f I I I I C8 -455 6 x 4 Y. 3iE t I 2.S i I I 2 ;t. I , TYP STEEL DECK SCHEDULE TAF. ■ 1' I �.0 l C4 I w 1._ F6.0 C4 ,I I I I I • ! 1/2" x 20ga 'B FORMLOK" VERCO COMPOSITE MT- -I'-4" 1. L...1 �_ I I -- I I I DECK (OR EQUAL) WHERE NDIGATED ON PL•aNS. -- I �'� I I �� I ---- ---. I -.._ - ---•----- -.---_--.- -- -- - -I- --- ----------- - - -- - - - - - ------- -- - - I -- ------- - - ---I------------- a ------- _AY PERPENDICULAR IN FRA" ) 1/2 AND A TACH si. PUDDLE �. � i � TO TRAI,ISVER9E FRAMING w/ 11) I/Z"o =- - -- - - - ---�r'-----��---- -- -�r----- - n - -- -"-- � � WELDS R 36 WIDE SHEET AND TC a l l I � I' s I I I I } -I-- H PE `� _ I / ` I I I I I _ONGITUDINAL FRAMING W/ 1/2 PUDDLE TYP I I I i I L 1 - ( 11 4 1/2" TOTAL DEPTH XIELD5 AT 12 O.G. CONCRETE W/ I MIN.METAL DEGK SEGTIJ�; PROPERTIES: Cs l b II I I I I I I I 6 I I •4 • 30" O.G. EACH , 19 C4 I �0 96.1 I I l I 1 {I TYP I 56.1 I 0216 IN SIDE LAP: S. ■ 0235 IN PUDDLE Sbg O O I II 11 II II i I I ! I I WAY W/ 1" CLR AT TOP I I"'"r (1) 1/2 's OVER COMPOSITE FLOOR � 3 14 !3 TYP l3) I I I I1 14WELDS 86.1 Sb.l i 56.7 l i I TYP i i 1 96.1 9 6 1 9 II ) I I DE I K PER SCHEDULE i BUTTON PUNC+1 S. �8 K911N' suPPOR TG PLACES 11 II 96.1 TT 18" O.C� L---- Off- I: -- 5h• -r ii '� 56.., iI TYP I 1-- _ _ 963 86.1 b TYp 5 b SIM 13 3 1 i 6 F. '-r---"--11 I 3 r---- - � 569 S69 P69 9b! 963 963 963 i IJ I ! O O` "� 1 15 Ii 10xi5 • 5�8 O�� .nl 'AlnI .nl �nl ►n C1 Ct ( G7 ) I I \. Q I I I ! _ ✓ _ WELD PATTERN FOR '3 X W 10xt5 • 5'_g" Or. 8b3 COMPOSITE METAL FLOOR DEC TYP (4) 14 I �I �! 31 I 3111 22 Z3 56, 5 TYP -1 - 1 --- 1 I ` ry - I Z5 962 962 6 2 25 2 22 I 862 86:� PLACE 2 24 •" 862 86.1 ---•- - I I 96.2 � EQ - Eck- S6j�EQ�EGI�EQ 962vbi S6; $61 tl fd U �-I -- `.J � "IANt�ACTURER TO PROVIDE ALL ASSEMBLY 0x22 CONT �- 3 U COMPONENTS !NG6.UDING CLOSURES, EDGE FORMS, f-. 121x22 CON W 10x22 W 10).22 10x22 DONT/ !0x.. LATED TRIM PRODUCTS FROM OL / n - .�,.- - / / - -/----- \x 1 GALVI4-0 �NIZED STEEL TO COMPLETE FURMDEGK d J ' 24 K 24 K 24K - ---- �' _ -- _ 2 cp w w�l 1'� _�_ - - - - W 2 TYP - - - - 24K SP 24K SP }�- -, � L - —� 24K ` FLCOR DECK / 962 x I �C - x I r. / d TL■300 / d TL■300 / d TL■300 / 96Z T- 23 II PCS TYP d 3� 0}31 15 w LL 150 C .150 W LL■150 21 23 II 2 ? `{ Sb: SIM _ _' 4K,8(?W � .� W W_f , 96'` 962 T d x � -d X d -_�, W I I x 18 GA VERCO H5B (OR EQUAL)METAL DECK - -_-__._._ I� 24K SP- _ - (?) J -..._ - AIR- 101 -w c01_. Lu - -_-_ _-- - I �' BELOW PROVIDE ACCOUSTICAL TYPE PERFORATED DECK TYP AT 18 ,gg PLC: (') 4 9 TYP Q 4 a d TYP AT 18 WHERE INDICATED PER ARCH, 3 SPAN MINIMUM x p` TYP 3) 8 5 x 5 2 ' I I w „ W ( W ALIGN JOIST �I �� I 563 36" WIDE CONT. 91-IEET LAY PERP. TO FRAMING P PLACE` 9b� $F,B N 66.8 �1 - - [�r�ilr WITH WALL AND ATTACH TO TRANSVERSE FRAMING W/ (1) 1/2" DIA. PUDDLE WELDS PER 36" WIDE SHEETS AND TO LONGITUDINAL FRAMING W/ 1/2" DIA PUDDLE r= -- _ � `J UJELDS AT 18' O.C. 504 4K 24 - - - - - TL-4W ILL•300 21 F TL■490 LL•300 21 TL■480 II`-L I _ a"o I MIN. METAL DECK SECTION PROPERTIES ELUS, ESUC `� `R Sb2 362 I I I � ImN • 0302 IN ASS®COl� l�i�S '�I� � SIDE LAP: (l) I! s W ■ 1 q W -� ��-. I O _ 9- 0335 IN WELDS E4C-- 1 caw ARCHITECTS P.a�. " I 1 1/2" TOP- S. ■ 033: IN PUDDLE 11 0-,- -- — %I 1 �` r7f 4(I / y�• i 4T 8 O.C.? 9- a 38 KSI SUPPORT- - 1 00 (a 562 61 - .---_ I - - �' '� EACH ,Id 1 I X230 8W Flret Ave., 3 N • Ul " 1 • 1" I— • / �_ J FRAME , R a,' ' �� »r 8E2 SIDE N BRACE V Portland. Oregon AT204 I- - -I— - d f d d e �- Ph.: (6Q3 223-riB. .� 2 e .J e J 862 U W U W �I�--- _7r Fax: (803) 28 2 -- EAGIa V ( x _ _ _0 CONCRETE UU Z4 1/2" TOTAL DEPTH y© I F3Q(ZF UJELD PATTERf! K SIDE N 3' h EACH O\ / ; ■ 61 -.-_- -_-_-_-_-_ NOTE: -Q8' 7 CONCRETE W/ � � 1 4 • 30" OC EACH ut —�—'—'---'-- P ►- f _ 4 _ II 0(r r- 1 SIDE � M � 961 , g62 � WAY W/ I" C!.R ATT �- -- � t•- SEE DETAIL Ib/yb.9 FOR ALL DECK PENETRATIONS 1 O a ti 962 e J _ J ! � n OYER COMPOSITE FOR * '� I NOT DETAILED. R R e Q Y - _ V 4 V J— - 4 V DECK PER SCHEDULE — - 31 J I ROOF DECK '� EDcPRUf"< S��tQ` Port' v 861 ;; 562 ----+ i L_ SIM a 7 17tIaS .- J 1 x2 W14x22 / i- I ► I (~ r LIN WI4x22 2 - ------ -- I - - - -- ,`_ 26 - 26 1 _ 26 16 - d COL - — —�— --� FLOOR KEYNOTES N 962 1 861 I Z Q, 1 962 962 1 Sb1 „ I t PARTIALLY GROUTED MAST' ZY z cC 15 E TYP RID 19 FULL HEIGHt p W14x22 W14x22 W14x22 - - -- EXPIRES----- Y L---------- . - -- / _ _ _ _. --- --------1----------------------�----------'� (U 5 VERT a 16" O.G. AT � OF WALL � I )?.91-2ooe `I O (4)5 IN (2)CELLS EACH JAMB I I U I 8;&� I I 86 2 TYPID 12 I I I -- — � TO GRID I6 RECESSED SLAB- SEE ■ - � - O AND ARCHITECTURAL T ATL AL DRAWINGS DATE: FEBRUARY 2005 iI JOB NO.: 0208.00 ARFA OF LANDING NOTED IS PART % DRAWN BY: CEC a i uc I I I I I i I 4 OF BIDDER DESIGNED STAIRS � r c) v I o 0 1 - -- CHECKED BY: RAW N I I I I I I I IbLOCKOUT WALL. AROUND COLUMN REVISIONS: WITH EXPANSION JOINT MATERIAL O a <6> SLOPE SLAB TO DRAIN SEE ARCHITECTURAL PLANS x t S32-03320 FII, t0 11 12 13 14 15 18 17 18 MECH PENETRATION- SEE MECH - O MIN 8" DOWN FROM MTL DECK, AS 1 ■ N P CLOSE TO CEILING AS POSS15LE Lu MAIN FLOOR WALL MOUNTED SPORTS EQUIPMEN- FLOOR FAM4 PLAN O FOUNDATION AND O BY OTHERS. VERIFY LOADS ON STRUCTURE 1 COORDINATE WITH (EAST) LIGHT GAGE FRAMING DESIGN. u MAIN FLOOR FOUNDATION AND FLOOR FRAMING PLAN (EAST) �J:OW wkKERNILORErOnIXME n., S3w2E "V 1 LEGIBILITY STRIP "rn I I .I '"I I'I.I' I' Illlillll{'Illllill ilfl�illllll111nlnillll111i1111'�I ui�j� �iullll Ilil.�ill'; "•'+-, rl,t;ll 111ii'i 'i ii . Q I 2 ? ipm - 5 i3 10 11 12 1 , 17 16 Iq - r Alf 1 HONI O 1 V r r � ►�,� J,,�t1�J�J,►.,�.�I�,IJJI.t�ti�,.alta.��,la,t.,la.iu�..:►>l,,,l�,.,,J,�1,l,�i�lt��,�,u,�,.l.i, ,f��:. r I , r .i A 10 wo. .. 1. . 'M. , ,. A11" Y "IMI/MwIM�A''+, 01 IN 'RMMFNR'x9$MA il--l-rl�+elr«I' tNN►' cr �r I.' STEEL DECK SCHEDULE "< 11 1/2" x 20cae "E FORMLC ' VERGO COMPOSITE MTL t iIn DECK. LA4ERE INDICATED- ON PLANS. LAY PERPENDICULAR TO FRAMING AND ATTACH Y T Y TO TRf+NS'/ERSE FRAMING W/ (1) IR FUDDLE - I I I WELDS PER 36 ' WIDE SHEET AND TO LONGITUDINAL FRArIING W/ 1/2"0 PUDDLE Q I Ip I 9:, 4 B V I WELDS AT I?" O.C. 1 1 36' y�$ I MIN. METAL DECK SECTION PROPERTIES: I I 112 4l �I� �� Ina 0.216 IN (�JI/2' • I I SIDE LAP: S. ■ 0235 IN PUDDLE BUTTON PUNCH S. 0248 IN! WELDS E4,:," - -- - 26 x I BEAM TO BEAM i AT 18" OAL � Fr . 38 KSI SUPPORT n Eg1GN FOR CONN. SEE D 4 i'• . p!gT MF_Rr D - 12x14 I ` J UFLIFT O�.� �. I ' � _. - SF NET 1 I 1 3 AISO 4 - 10 1' LBEAM TO COLA a I I. GR1t%'g 5b 4 ^ ! (DI CONN. BEE 6 l II 3'-0" ?� - ----�' 1 5(0.4 W 18x50 / I 862 I I WELD PATTERN FOR COMPOSITE METAL FLDOR ECK / t�2 D t / 2 PARTIAL CANOPY PLAN MANUFACTURER TO PROVIDE ALL ASSEMBLY" Gpp K ■A5/ I .3dN I/8" • I'-w I COMPONENTS INCLUCING CLOSURES, EDGE FOR'"18, ,i O,G. I I PRODUCTS FROM AND RELATED- TRIM 1 ,•�` ,t, TL•3� 23 14 K 4 -0 I ! I 1 TYP GRIDS GALVINIZED STEEL TO COMPLETE FORMDECK 1"00 / "` ( `OW X06 ' �j LL.2@@, r11NIMUl 1 I ` I TO 10 HSS TO . 2D K Ep.45' �1 BE TI_.3 i I FLOOR SCK WALL 1Z � I ( PAr ■:3m ; 2m K F7.1 45) I 86a 539W I *wSS r2 I g65 C /2 x .8 GA /ERCO 14515 (OR ECr,,.._i ME-AL DECK;TL.3LEDGER / 14 x 4 x 3/ib - -- - -- c � A II \ OREIDNDICADTPER ARCICAL H PERFORATED MUM GK I X23© / E ; 1 - 11 _ _-. .�_ I 36" WIDE CONT. SHEET LAY PERP. TO FRAMING . r- 1.38m 0 2m K3m .a5) ° w - ^ 5(2 9 '' 21 --4---��-- t H55 14 x b x 1/4 'JD ATTACH TO TRANSVERSE FRAMING Wi (1) I!2 s"' 568 �r 11 ----- - ---- DIA. PUDDLE WELDS PER 36" WIDE' SHEETS AND ' H88 14 x 4 x 3/16 ' 19A 1 - •�'� .J!4- � 18r4C i �� I N 14 I/4 TO LONGITUDINAL FRAMINC-s W/ 1/2" DIA PUDDLE 5 pPP �C^ _ �'1,--+- - ----1 I--•- - SS x 4 x _I_-. - -,-1 - i / 1 gE, K - -�.� WELDS AT 18" D.G. - 2m .45) v (TYPICAL, / , = SQ MIN. METAL DECK SECTION PROPERTIE5. © 5(04 K EQ. �n 562 562 I I 0302 IN ��23GJ 2E` 45 18 ,' ZD I I it I I I I I I I Ina • ' �r i 510E TOP- 5. ■ 0332 IN PUDDLE1� r �r■230 m I �---- W I$f35 I OF(C-8) W 1835 u BF(C-9) !$x35 0 lJ 18x35 / SEAM WELD 5. 0335 INs WELDS EACH+ IgT Sp U%DL3 �L�38m LL 1 20�© EQ.45� S62 - - `� - I It 1='a,-E . o �l _ �.`�__ _ �� _ I - )RID A Yp 3 n 19 5 I LL•2 _ fi 1. / _ - / I I AT 18" OZ SUPPORT hl 56 F, 38 KSI SUPPORT cn ? G 1%x13 25 ABOVE LDSL W55 10 x b x 3/16 m T gp / L' ■23 f■ 1 2 a Kr-�- .45) D �� `GQrr I 5255 A P 56 .3 Q 2 I BRACES (TYPICAL) .30 . E - -� o1 l dJ =31 �L• 19 566 -- GR _ W 14x22 1�T'-'3 g/ob :3 BELOW ✓I �1`---- 3'-o' TYP I I I ROOF WELD PATMRI� - NOTEr o----------- -----�- -- --- - - i - - -- ----- -- 0 WIA TO IDg gnb �9/.� /^ -- _ - �.ONT WT 6x15-- --- CONT WT 6x15PENETRATIONS c T T _ _ /�\ SEE DETAIL !6/56.9 FOR ALL DECK P_rlE RA lOrvS 1 (T •.30m / >-� 9 / f p�O pRUNO I - r 1 ; r NOT DET"!, .ED. L _ - -_r - ROOF BECK d+� 2 u)141v5 Gp ri I b I 4W24x22 ��a 0 / E4• -I W MTL DECK AND Sb.1 I i ' b `�• © 15 3 I III HSS 3 x 3 x V4 ATtACHMENT I _ - 2m t. 1gT TO g b OUTRIGGERS TY PER SCH >��WYdl!( gE„o o JO RID °� EDULE AJ1 © \gbb ,3 �, � �, � � -' GRIDS D TO H �1 l I x uD 1® AY Fd d 1A6 1 z P ml p?C lex-- d TY K 14 I W 14x22 �' ■200 Q•a5> z 1 x1� tT: •35m / 'L } 565 s65 Vim; ROOF KEYNOTES � _- __ x / E Cpl TYP J T A --r� E r u; A Z I I - ' t �' 0 m / LL r2©O A - �� I I A �-- I I I 32 LH 8'_0��--- Y - - ( ,L■35 3 � 2 \ 1 p :..----•-. 11---- /, I ---,'' - (TL•350 / LL- i I I I I I i 1 SK LIGHT � t0 iQ W T�ry`r �6 2� UJ l�xy4 / -- a-��" K p 4s�) �'�. III @0 EQ'6' I I W 14x22 2© K .ora) 5 � W CONT 6x15 CON' ll.'? 6x15 2 � _. --_ _.--------- �� -- -- ---- - - _ _--- ---- - SEE M TO BEAM CONNECTION `F�---------- --- ---- - 52 } x1A x21 , 11_--- -- -- - -- - - II --_ 1 � / � O2 - 56.4 ap �/ I 564 r ;0K �TiA tL•350 / LL K 43) I 3 I I - POINT LOAD ON JOIST 6 MI - W 14x22 B - -'- ( 2m 00 / EQ■ 11 I I 0 AT EACH TUBE: FRA .NG AROUND ROOF OPENINGS - L`2 I 1 I 1 l L■2490 Q■45' ` 4 � (.L.3j0 / L 1111---- - -- (I I (;\ �A DL■ 1550 O SEE 566 LL• -155 a $� 8 WIND• +185• I - X1 9 1111 (TL 35 F m`©© EQ 3 6 4 5 U.O• e - 1 l (TL•3-Q ob 2m K 0.45 III ABOVE O SEISMIC JOINT AT ROOF - - W_14x22 11 ;pl �L•200 ' E 11__-- __I I 6a TYP. GRIDS $65 ABJ✓E I 4 WEST OF GRID 7 FROM GRIDS A TO R �� Q 45 - -a, �, tYP•GRID `� `�T�■39m - Ilk--EGI. c0 56_ TO I?� t 9 Ili .350 / LL.2©O A 4 UNp 20 � Q� Jplg� GRID° °�'a i 1 II gra Il I _ _ - BELOW BE-OW W/ I SEISMIC JOINT AT ROOF EAST OF GRID 12 TY 56.4 I I 51M GRyDg dJ cm / LL•100 / E �' G TO P 11 , S3b � Sb= '1 TO Ia GRIDS S62 S_Jc'ED EiM I I ( ____ _-_ _- GRIL . ( S >70 NOT ATTACH JOIST BRIDGING TO EAST - + J I I I I SIDE OF MASONRY WALL H i.__ - -- - -_. � 1 b J 10 �' , YL°3' / '�4 2GJ K 50.45' H - - RIDGE __ BF H 7) L 18,35 ABOVE `8F(H-8) �I 18x35 A30✓E / W 18x35 ABOvE I - u UN.0 W 14x22 11 2m`�,0,45) ° 1 g A ` 5C0© �Y( --111 -I� i - '6 - _ - 'Y6 ��w `�1_ -� �' "6 B`E W 18 .Li_ JOIST SPACING DESIGNATED 111 35m r LL•20O / E / gia� LtE 11 ;I I I 3 '�,` I, yl F 1$ ON PLANS 54IALL BE MEASURED 1m K m / SQ■4.5) A.T�� 4� dj - 8 �l START LAYOUT- O ALONG THE PLANE OF ROOF 1 .20 6_- � _ 1 �I 111 +� (TL•35O $v0,: 8-@ 562 SEfl AT Rl)OE LK 4 INSTALL W 8x10 BELOW ALL W_14x22 - 1I -�n ■35C ' LL'20© 1I S 5 _ _ _ _ -- - - I - - --- fRT _ - - _ RTU UNIT CURB5. CONNECT ENDS SIM I 111 : yam / Sp.a ) rel 3 TL 1© 56g 1111 568 -WTU-6,800 It -� I tiTU 5.500 lb (^ WT= 2,500 1� - WT= 6,800 1b O PEI;, ER 2 25 24 i2 © 5 13 111 ?L•35 a 2m K 1 �Q.A.S) S M' 14 °�'f0 J 1----1 d O O I 1 V / 1 7 I 1 7�j. I I I I IW 7 562 56.4 56.4 566 S6b 56.4 1 1 lb L-51 �l' vImo, �/ -- ■ _ - - - - - - - -- HANGING SPORTS EQUIPMENT ATTACH W I-}x2 t/ W 14x26 /1 / t� - -- - - .fl - - i _ I _ -I- UJ --- -------- _ / --.Y.o/ _ T---- ----------- - -E �- -��-------------� �C= -- `W' 14x22 RIDGE le 569 IL s - W 1$x35 s _ r O TO JOIST PER MANUFACTURERS !6 -1' --g�__CC. RECOMMENDATIONS. COORDINATE LOADS EQ EC2 Eck DC14 IN N 12 �I r+ / 5 ABOVE 1= 1. m K •12) ,� ) - _ �• Sb' 562 568 P WITH JOIST MANUFACTURER 16 1-4 z x CIA W gb'+ 2�K Q 1� °�O4 / LL■?m'9 / �Q 0 Zm LL• '�- 56' S6b ABO'✓E �' ,45 _ 3 ■35© © 1 I 12 v , CONT. bx' I WSx10 ELEVATZI5T WAY BEAM. ATTAGa �1 I 11 Sbb I W 14x22 x l 350 / LL.200 56 6 IM (?� L•3 E"■4 r�) °b!O 1 3 Ib 1,; NOTC«4 LEG 5 BELOW 1: BELOW IC W' 14x21 ABC Ed L• - / i____ __ _- - - � TC WALL PERA TACH TD COLUMN 3 3 3 �9_ =-k -�'� ` -; $6B �1/ltR�ROSS c 5 ° - - W ISx35 BE_^. - PER L --- ----- bl 566 w grb ^ 8 1 --- - I - _ 1 P �1 - - - - -- - e /o W 14x2ro / _ - - ' >� K 1=Q■a5' ` y 8x^6 B L t�I j T -Y�- - - �� -/ -- -- - - I, - l `12 2 m I -1^ '�i T /W 1 x2T !� 3(0a x .20 2 , C 12x2@.� COIL DOOR SUPP ATTACH TC 1 ` d6 �� ( g0 / LL 219��0 / Ep.28) 11 I I 2 23 (y BELOW 5 ABOVE (_I, IT I l 25 24 12 6 II 1 86 3 j ,.L W 8x15}t-� �4 `.�68 `.�68 `vb 4 I ;r 14x22 ABOVE W P c�2F' e�4 I I O COLUMN., EACH END PER $ 136.4 ��.4 566 566 Sbb I `��EQ■45) _ {-/_ (TL■35© \ _ - III BELOW ABOVE I W' 9x35 EsELOUJ 12 I I1.� TYP. GRIDS 96.9 5 W 14x22 11 ■35m •2@ 2� j 20 K TO 8.5 I :L," K A BE�OL l� 11 (?L / -. / LL,�rd© 13 41 iL■350 / LL■2047 i EG-4B) (Ta_■ • G'�ORDINATE HANGING KITCHEN EQUIPMENT , - - +,�A li II II 350 / LL 247@ / EG 45) W L 350 / LL 220 1 :tt1 I 1 ID5 �4.. _" (1L■3 0 b °'1of0 K ; E ■45) III 21A l i EQ ■ 45) I I MTL DECK AND 1 GR $= 1E,0025) gb 2m O WEIGHTS WITH JOIST MANUFACTURER + 2 ^YP• P -r, (A)PLGg m Q 56.5 LAYOUTJOUr 8 C3 e.s,ATTAGHMEI4T I g TYP PER SCHEDULE 0+(06 2m K.-'�� ) Irk 4 i T N 3gm ; '�L•20 ----III Ff10M Q�OF .' EQ■L 13 o+b8 Gjz GI (TL' IW14 / W8 70 WALL ' rL•200 b � I BELOW UN.O. 20 K �( � / - MEGHANI,.,�L PEKE RATION- BEE MEGI-I lll ,4x27. 111 (?L '� V,YC AV- 0 ��`04ra �1 W 8x15 III (TL•35D / LL■2047 / EQ■2$) �(%--- - ----- - ~ - -1�- ------^ -- - -- - --"��/ <�7 TO GEIMIN 8"�NG AS P0581B�EOWN FROM MTL E..K, AS CLOSE p n^ - - - I I � N � (CL•3`-2 / LL 2�K ■4.5' 11 9 I I I I 14 13 /I I EppQ.US EoSL,0C6''�� .9 ® 11. 20 5Q I d"UaS OVATES, o K / SQ■45) xl (T .3�m - 11 III a> I I i t o _!x '1 LL•20@ e 4 ++ -W $x15 20 K I I 2C K sI ?0 K I l ARCHITECTS P.C. , -aW 14xZ2 11 (TL•350 3 X00 / EO`4Ti? g °Jb�O 1 1 III °350 ! LL•2(L4: / E •45! I I TL•:150 LL■2474 EG•4.5 X (TL•350 / L.L•2(J0 / E0.45) -- _ �I 11 \/ (TL•350 ; LL / gb4 Zm ........... 1__. 51 CT 964 = I !�1 I SW N -� 1 < 9 111 @m / SQ■45) °/ -c i LL•2©d 19 ='f�11/ Por`ViRrid.FOregon e97204 .350�i LL■- /o a (TL•3>m g(' 1 240 s�4 Ph.: (6031 223-8®83 o I I 0 III (tl- e l Sb4 K ` 56.5 2O K / 2m K 20 K / i_ Fax: (603) 2s;4-0827 _--_--_ W 14x2_ ^ �� TYP. JOIg m r EO 45) � 15 T 11/ •350, L;■2D© / E •4.5' lTL•350 / LL 200 / EQ 4-00 (TL 350 / LL 200 / EG)■4.5 J- -- --- ---- 15 Tp U,ALL t •3T�m / LL.2(l! �1 p K c b �TI e/ 1 dl WI4 TO 2 K 2©© / EQ'4� 1 I'y>H5S 14 , 4 x 9/16 F 25 -YP. JOIST ry I °JI WALL Zm _rQ.45) xl �� (TL'35 l 1mx TI a1 Sbb 564 O BEAM y 56.4 t�1 56 6 �`2m0 / E / / s < ILL 0 - 20 K I 1 2 K 20 K . 350 2mK_,.-a�,; / I 1 ,L .1�.._- _+�___ L, 1._ QED PROf�r W 14x22 S 1 (TL 3 X20 / EQ• 4 l (TL•350 ! LL•20© ' EG �' _ 0 * / ;TL•35r� ! LL•200 / EGA■45 'L■35@ ! LL•2@© ; Ewy / �s' 0 fro s, � M � s 3 - �T a (TL•350 / LI' 1 ><2 eA I I IC �, IO b 0+ 1TM Ff. 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PER ARCH PLANV / EQ•13) / _ -�T ! / (TL■350 / LI-400 / EQ■13) (TL■350 / LL■200 / EQ•13) � (TL•350 i LL•200 i EQ■13) / - }----- - v END - W 14x38 l3) PLA"ES- ---OH � l' 25, H55 14 x, 4 x 3/16 H5g 14 xx 4� / l H55 14 x_4 x 3/16 ' r ------ m - r�' Q / 19 i9 / W 10x.22 / W 10x22 / W 10x22 9 1 I-- _ Q�-� . ---- -- --- - - ' -e--_ -B�•� EMM 12-31-2005 365 P6b - ------ R -_.r" 365 966 1V@ 965 \ � WIAx26_ I 1 1 1 TYP CsF21D9 � = 1 10 TO 12 1 3 2 3 (S-4, I -e __._-®_.__ _.•-. �_.. . 3Gi 4 I I 36.4 ( 56.4 96.d I A6.4 I I 1 �" 1 DATE: FEBRUARY 2005 ca ►' i VVI TYP GRIDS CPP 1 I I JOB NO.: 0208.00 r I 12 TO 16 I _ rrP• � ID I U 0 i Ll 1 I I --s.-- _ ■ - _ . �. I PLACES DRAWN BY: CEC CHECKED 6Y: RAW REVISIONS: tTYP. TYP. I , l3) P_' ACES 86,1 (4)PLACES S33-03320 tQ' 11 12 13 14 15 �'8� - Lu r x (EAST)ROOF FRAMING PLAN i PARML CEILING PLAN (EAST n LJJ ROOF FRAMING PLAN (EAST) rQ!m��xir c,: tin�HiF . s3 . 3E LEGIBILITY STRIP �" i ' 3 a 5 6 7 9 0 10 I � 1: , r f • t tI I 1 OI 9 uovi u 77 "WIN 1 4 3 4 5 6 8 9 ) 10 12 13 15 16 c� FOR 5E.4"1 5 ZE FOR BEAM SIZE BEAM FOR REAM 81ZE , , AND CONNECTION AND CONNECTION AND CONNECTION WE _A_RCN SEE FLAN i TYP) 4RCH 6EE PLAN (TYP) I �� SEE PLAN (TYP) 6E ARCH I IIII I I 1 1 ILII I I IDdi lilt i IIII I IJ IIII I I IIIc IIII ij ill I I I IIII __-T__---T-r-I I-1 I - - 1111 I 1 1111 1111 1 LU III 11t1 I I 1 I III I IIII I I 1111 IIII iCL III IIII I IIIIt I I I I I IIII I I IIII III IIII 1I lilt fill 1 IIIIII I . III I 1 I I 11 . I ll! 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ALL WALLS TO BE FULLY GROUTED UNLESS NOTED 4 (1) 5 VERTICAL a 16'' O.C. OTHERWISE ON PLANS. �5 lbs 5 DOWELS FROM PILASTER TO WALL SEE PLAN AND STRUCTURAL NOTES FOR WALLS NOT ELEVATED. O (2) R, VERT'S a 16'' O.G. (1) '4 HORIZ e 24'' O.C. COORDINATE MECHANICAL AND PLUMBING PENETRATIONS W/ STD HOCK AT EACH END WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. G7 MECHANICAL PENETRATION 6H40W l FOR REFERENCE ONLY. COORDINATE ALL PE-NETR44TI0NS W/ ARCHITECTURAL AND MECHAI.IICAL DRAWING AND ADD REBAR PER STRUCTURAL NOTES. ARCHITECTS P._�,. 1230 8W First Ave., #300 Portland, Oregon 67204 Ph.: (603) 223-156tl3 N Fax: (503) 264-0827 M1 O 0 Pno40 fFf n 11'H8i6 25 'Po., 44S E . EMM PES I"t-9004 M DATE: FEBRUARY 2005 x•4••1 JOB NO.: 0208.00 DRAWN BY: CEG CHECSKONSED BY• RAW REY CL0 Q FI;f S41703320 L WTE:RIOR MARONRY Q MALL ELEEVATIONO Lud' S4013 oaoo,waaonwe.on«,NIr.»K T. LEGIBILITY STRIP r 5 8 7 e 18 1'7 Iaa 19 20 21 22 23 2.1 25 of y► f Q r r � 1 A ,•I 1 I I N HOLD FIRST BAR PER PLAN 1 �-4" MASONt� VENEER _ Z"s FROM JOINT � I/8" RADIUS RI R) MASONRY WALL i � N FACE OF COL SEE ARCH FOR 1 I AT SIM POUR BLOCKOUT 3/4" x I I/2'' KEY W/ MTL. STUD WALL 4 COL 1 FOCTING �- 1 I AFTER COLUMN .._ - n BEVEL TOP 4150T. _ OT. ,F b" COURSING I 1 !3Y OTHERS ' � I IS ERECTED BEVEL NOT TO I FOR WRAP COL WITH PREMOLDED INFO NOT i i (2)04 CONTINUOUS COL 1 FOOTING EXCEED I' IN 12" MASXRY VENEER NOTED &EE9 I 1 i (2)04 CONT i i SEE ARCH EXPANSION MATERIAL II i - 1 I AT FLOOR LINE, STL COLUMN I I le 3/4" x 12" x 1,-0" SEE PLAN I I W/ (4) 3/4"0 ANCHOR I MIN SLGPE' j• I EXPANSION JOINT Z" 1/2 ' 1 1/2" CONCRETE SLAB I ll)04 CONT v4 I I ADD (2)•4 x 5'-0" I I I I0 Lu _ - ON GRADE • 2" OZ. i i MATERIAL TYP. L4 x 4 x 1/4 CONT GAP 5Lq® ON MTL DECK CONCRETE SLAB I 1 I -\ 2" HEARING (TYP) TYP 'r BOLTS x 0-3 W/ DBL TOP OF KEY- FILL W/ JOINT FILLER/ �- SEALANT -- ; _ ------ I SLAB EA. SIDE ;� 1 SLAB ON GRADE ON GRADE I I I NUTS OVER I VRs 3/4" RASE It x �� 1-�I a I 2" WHERE OCCURS i ----- ` - qa -- ----- II J.4 NON SHRINK GROUT v I. x 11" W/ (4) 3/4"0 - e d II 1/4 I I • COLD JOINT •- -- I I A.B. x - I/8" WIDE x I" DEEP � - - -- - -- SAW-CUT WITH AN a , a7 I I / EARLY CLIT, SAW AS --- - -- - - I ' T II ` j I I °`"'�" c+ -3 3/4"• BOLTS • 48" O.G. - U SOON AS CONCRETE � o �*n � I ON 9" x 9" PATTERN I i i I 1 SI-TORT BLOTTED HOLES II SETS G W 1 •5 DOWELS W/ STD a I I a • p• _ I ° HOOK AT EACH IN BEAM FLANGE PER A18C a ( j L_ ea e a Ir- r� r�� VERTICAL BAR u Q I ll�_ a 1Tr I 11/2"s NS. GROUT i I LOCATE AT 4 OF WALL Q - EXTEND EVERY THIRD y- - i FOR SINGLE VERT., a a 4 4 BAR THRU JOINT c� a ' LOCATE AT 2 5/8" O.C. BEAM PER PLAN �' d ° c a ° 4 e WHERE l Z J VERT. BARa o a +4 WITHIN 3" OF / ---I'3.%5E MATERIAL SEE FOR FOOTING SIZE DBL. NUT- .a c ° a OCCUR IN ONE CELL a JOINT EACH SIDE--JPLS�v AND/OR SPECS. REINF. SEE SCHEDULE JOINT °a G U - i..a .�• a 2 ' I FOR FOOTING SIZE 4 ' 0 FOR FTG. SIZE AND CLR REINFORCING, SEE REINFORCING. SEE PLAN o SCHEO'JLE FOR FOOTING SIZE AND SCHEDULE 1 CONSTRUCTION JOINTS 2 3 REINFORCING SEE SCHEDULE 4 EQ EQ-•,�' 5 SEISW JOINT AT FLOOR 6 ^ • I'-0" c, S6. • ' -c S6.1 � r-m 56.1 1., . 1'_m„ S6. 1' • t'-m" S6.1 S6.1 . 1,-m„ � 8" MASONRY- REINF PER STRUCT NOTES I STUD WALL WALL PER PLAN (2) 5 IN BOND BM MASONRY WALL 1 VENEER WHERE WHERE OCCURS i i -so_ 1 �� 2-0 OCCURS PER ARCH S>rE PLANjk 5x < METAL STUD WALL -1 EA.FTG. 5 DOWEL AT EACH SEE IN PLACE OF 8" a • SLAB-ON-GRADE -•4 • 3'-�^" O.0 ' b„ I I BAR SEE PLAN 3'"�' I kv- •-i E�.�.. . \p (2)5 CONT � i 86.1 MASONRY AT SIM ONLY ;�J Mme- � � 3'-0L' INTO GONGEWALL _ I Z-ta l2)5 CONT M (AT CONC BEAM, I 1 I2" MASONRY WITH 3 O.G. • ,'!'' LAP 3 -b" PROVIDE 15" ED • t 1 -A r a o l) `) SLAB ON DECK V EMB 4 • 12" O.G. \ , , (2,' 05 VERT'S • 2" WITH STD HOOK) Lu (^.I 5 HORIZ • 48" OC.-� a SEE PLAN EACH waY� : + a • ,•.. - . a 'S DOWEL W/ STD HOOK e TYPICAL FOOTING e -`/-- AT EACH VERT BAR X • REINFORCING I- �. � . 1 lv1r1 J�- Y 61 2-4 -� SLAB •ON-GRADE cvlQ 3 - - I L__�'` 1 L__ '• T �D 4 PER PLAN Q L a 21•.•; ''' U b �'T�!>,.. •. a . , sr EXP. JOINT Ma ERIAL )l f uJ q •l:. \ r. b •4 x n TYPICAL Z cp I TOP OF FOOTING \ _ L4 x 4 x 1/4 BTWN BM'S ' (SEE PLAN Q. j • 12" OC. 2-0 � W/ 3/4"o EXPANSION N SEE �� , W 9 0 W E' GLR 04 x ANCHORS • 24" O.C. z ,y. a 9 (2) 5 CONT. W t~ a MATCH TYPICAL W/ 6 3/4" MIN EMBED4 . J t . I ° a 4 ,�• a SPACING , FOR INFO NOT NOTED $b'I V . 1 1/2" Gt_rZ FOOTING PER SCHED �' 1 a (2)5 CONT. SEE • ALL AROUND � < CONCRETE WALL 56•i �. _ _ -- `' SEE PLAN 03 TIES • 8" OZ F12 , (5) •'1 CON- _ 7 8 9 10 11 12 S6. , I'-o" 56.1 1' • 1'-0" 86. 3/4" • r-m" S6. 4 - - 'qftwavl 41/2" 11/2" 41/2" 51/2" 51/2" 41/2" II I/2tL9„ 1 1/2" i 1/2" ,I 1/2" 1 1 -9„ 11/2" 11/1' g„ I I/2" Ile I/4" x 4" STI- � _ IE 3/4" x 12" x I'-11' W/ 1E 3/4' x '2' x _4B ''0 W/ C IE 3/4" x 12" x I'-9" W/ - IE 3/4" x 12" x 1'-2" UP (2) 5 VERT'S x GAP WIDTH C (b) 3/4"o THREADED C - STUD 1.'ALL FULL HT AT ; - EACH SIDES (b)3/4"o THREADED I I I C (4) 3/4"o THREADED I C (6I 3/4"o THREADED I _ _I SEE ARCH COLUMN-------•� RODS W/ DBL NUTS - RODS W/ DBL NUTS-� RODS W/ DBL NUTS RODS W/ DBL NUTS� - I 4__- VENEER IE 3/4" x 12" x 1'-m" W/ • C� I/4" x 4" x 0'-4" i 1/4" x 4" x 0'-4 I I/4" x 4` x 0'-4' SEE AR,H (2) 3/4"o THREADED �-.- STIFFENER IE � -_ I Q, � � STIFFENER Ie_� Q, STIFFENER le RODS "0 DBL NUTS '' ti EACH SIDE - - EACH SIDE • - EACH SIDE - SLAB ON DECK r- ••1 0 1 C r r--EXTERIOR SLAB SEE PLAN S�GTIOM A-A $116 _ 3/16 C C 3nb C C SEE ARCH (NO SLAB AT SIM) -�- bnb - bnb - bnb - 3nb R3/8" xb" x0'-8" � \\ - AT 4'-0" O.G. W/ I I TYP 3/16 \ I I 3/I6 3/16 - (2) 3/4" o x 5" I I �` I I I �' \ I 13nb • HEADED STUDS o B I I \ I B 3/4" GUSSET R \ ,-� I I I 3/4" GUSSET Ie FOR INFO NOT NOTED t- 1/?' SEE I I \ I I I �. `, I SLAB �. 5 I I SLAB - I I SLAB I I SLAB P /•-SLAB, SEE PLAN SEE PLAN >. SEE PLAN 5EE PLAN >. SEE PLAN - Sb.t � - .- \ I I bnb � � -�� 3/4" GUSSET R _ r A I I q 1 1/2"t NS. GROUT - I \, I I \ I `4 �, - 11/2' s N.S. GROUT WALL PER PLAN INING I I �-E 3/8" x 3" x 0'-3" TYP 3nb I46 1 1/2"t N.S GROUT I ! -1 1/2"s N.S.GROUT TYP 3�16 I 1 1/2"s NB.GROUT / (MASONRY RETAINING W/ DBL NUT 3/I6 (2) •5 DOWELS-� 12 3/8" x 3" x 0'-3" - le 3/8" x 3" x 0'-3" R 3/8" x 3" x 0'-3" ' P 3/8" x 3" x 0'-3" WALL AT 51M.) W/ STD HOOK �' '� 13 I 15DBL NUT �\ 1bW/ DBL NUT _ �� DBL NUT TYP. �, 18 D13L NUT TYP. _ 56. 41. 3/4" ■ I'-0" S6. 3/4" • 1'-0" S6. 3/4" . 1'-m �'J6. 3 4,. • I 86.1 = " C L6. i 1 1/2" 4 I/2"1 1/2" 21 4 I/2" I I 03 TIES a 8" C.C. 9 FULL HT c 10' °fo VERT IE 3/4" x 12" x !'-10" W/ : 04 WORM AT 48" O.G. It 9/4" x 12" x i'-0" ( I C (6)3/4"# THREADED I I 5 02 CROSS TIES AT 8" O.C. 02 CROSS TIES AT 8" O.0 W/ (4)3/4"0 THREADED - RODS 19/ DBL NUTS - (1©) vEFt ALT LEG DIRECTION ALT LEG DIRECTION RODS W/ DBL NUTS ---• -_ fro I/4" x 4" x 0'-4" • (2) 5 FULL HT (2) 5 VERT FULL HT -, 2" • STII=ENER R / ... SIDE � CLR orf`. EACH IDE --- • • „ Is ------------ CON / FULL NT AT 81M CONDITION t0T4'-0 ABOVE TOT4'-0 ABOVE p� ----- Z. r-"3 TIES • 8" O.C. bnb - • ` --------- - -- -- ----- -• (HORIZ. BARS COOK HEAD DOOR HEAD 1 I I 1 1 ' TYPICAL WALL ARE CONTINUOUS) �Lat4�Uay ES��C' 9/I6 (2) 5 FULL HT. • . dapp •� lr , II"_ \ + i RE INFORG INC - - - - - - -•--*- Q EQ `- -- :'k S S O C U A (I F SLAB I I WALL CONTINUES ABOVE I I SEE PLAN \ 2 I/2" I I '� AND BELOW OPENING---�' -- - - -- - -- 2 5/8" 2 5/8" • ARCHITECTS P.t. (I) 04 NORIZ. 4 EXTEI�G HORIZ. WALL i o: SEEPLAN - - - _� •- _ - - Q EQ • -- AT 48" O.0 REi3AR THROUGH PILASTER TYf'. „ FOR WALL �AN .�� \ I i 5/16 r,. 1290 8W First Ave, f9Cc Portland, Oregon 07204 --- - -- --- -- -- - (� , a.j _ 3'-4,. -- - - - - CLR �. •. VERiF - - ---- Ph.: 1603) 223-89413 I I 3/4" GU38ET IE \ � ( ( cv ,'+ ' cr y Y VERIFY Fax: r603) 294-0627 I I -11/2' : N.S. GROUT I 1 1/2"t N.S. GROUT N - CLR (8) 5 VERT FULL HT (10)5 VERT FULL NT It 3/8' x 3" x 0'-3" .0 TYP 8/Ib \ �0 N y W/VOL NUT ,-IE 3/8" x 3" x 0'-3" f� 1111p, 8 20 �- W/ DBL NUT \ J'� lolxtt p 2 22 _ F3 24 � .� Z S6. 3/4' . 1 -0' S6. 3/4" , 1'-m" 56. 1' • 1'-m' 14 1' • 1'-4,,. S6. I' • 1'-m' S6. 1' • 1 -c 9 Q 1778m n oc a -� (2) 05 VERT 03 TIES • 8" O.C. _ ry F4 bG`.�< ) 25, POS• WALL CONTINUES ABOVE i •4S E • / 04 +••IOR.IZ AT 48" `.C. AND BELOW OPENING-- �; I USE OPEN-F:NOED R BLOCK - - -'3 TIES a 8" C.0 � 14A1J1D00 VERT BARS PER I MTL. STUD WALL . •, bTR1JCTURAL NOTES ,1 (8)% VERT v • BEYOND t 03 TIES • 8" O.G. - 8" !`- 114 - • BY OTHERS-� " FROM GROUND FLOOR TO MAIN cLO�JFz r -t , --(8' •b VERT (2) •4 CONT �'� _ OC -� M � DATE: FEBRUARY 2006 Li.J 7• ' e ?, d JOB NO.: 0208.00 r3 GROSS TIES 8" O.G. .* 3 TIES • 8" O.C. ---+-+ORIZ WALL BARS CONCRETE SLAB \ � _ } ALT HOOK DIRECTION FULL HT - I CONTINUOUS THRU ON GRADE -- DRAWN BY: CEC ---------------------- 1,.,e- --------------- --- o. 1 1) •' I< g' ,1 _ B" _ PILASTER (TYP) -- � � / 1, �� . •.. a a � � ''' •�'. DD»<IA��A � e, � _-_ � �^ °' CHECKEDOBY: RAW e v REVISIONS: / -�-USE OPEN -'iCaE •'' �- 04 x b'-0" a 8" O.C. ------ F, BLOCK AT LORNER ;� W/ 180' F,*OOK AT BOTTOMO a /' / +' (10) % VERT-' ��u� �-.., `03 CRCS3-T'E6 r 8 CC. -- - i y, -•3 E� • P CC = • ' 391-03320 2 5/8" TYP ::.` �1„ ,I,_4„EQ `t . TI 4 ��T •A LJ FILE' ---- - y -TYPICAL WALL REINFORCING 1 • p7 ♦`^- f -- I'-4" \ jc (4)5 CONT IN (8 "16 VE V♦ FOUNDATION LINTEL BLOCK/ MASONRY WALL FOR FOOTING $IZE s�+�/ DETAILS `JERIFY BOND BM -- °' `- +8� •5 ✓ER1 SEE PLAN II , --HORIZ WALL BARS REINF. SEE bC•HEDUL e 4`-8" 1'-4 PILASTER CONTINUOUS YP'TWRU 25 28 2? 2a A 30 '� + - .r�6. 1' • 1'-0' n86. S6. I I'-0' S6. 1' " 1 -0' .96. 8g. 1' S6. i„ ■ I'-0' 0 Om WK• ommyouNs.INC f/ LEGIBILITY STRIP cm i'o i't ;2 1 3 t'4 i e 1'7 in g i P2 el I I 01 JNr I I 1 1 II $ 1 t ..�JI.Gta,tld�1,�.I�11�.1�.11�111�1.�11.1�.i�.�.1.1..�!.l�,�a�l_i�IIIIII';.►.11l! yvmmm _17 71 er •CMN!M•tylA tlAM+e1 J r S. s r t Y i L 2 1/2 x 2 1/2 x 3/16 `• r: ` pETli1EEN "K" JOISTS 1 1 , --AT SIMILAR CONDITION: le (2) 04 CONT IN BOND BM BUPPOR7ED 8TFF 4ER PLATE 34'DLA _ WALL ADOVE NOT PRESENT a ` Lbx3x1/4"LW" JO) '' S" MIN JOIST BEARING Awl 114CKf� �� 1/2"O L 1?,.00• BETWEEN "LH" JOISTS AT r • CONCRETE WALL BOLTS BEAM ALTERNATE BAYS TYPICAL (2) 4 CONT OVER L 4 x 4 x 1/4 CONTINUOUS (LLV) - WALL - SEE PLAN . ATSLAP o DECK r. "` BEAM POCKET PER PLAN W/ 3/4"# AB'S • 24" OC, WIC I/4 LH" i SEE pL� 5 1�„ �- FILL. VOID W/GROUT AND FACE (EMBED 5"J Wit I/4' 3 I/4 1 r;' MIN. g SHELLS - SEE ARCH FOR COURSING AT „K„ ---- c W14 3/8" 3 1 J016T } 2 + / FWI8 3/8" - (2)•4 CONT. AT FLOOR TYI•. AT 3/Ib 2.12 <ANGLE TO TRUSS ' 3/Ib 2 W EXPANSION JOINT 3/16 3 \ SLAB 1 DECK, ..'. 3/16 2.12 - TYP. MATERIAL TYP. AT "LW" ►; SEE PLAN 3/Ib ` L, ° ° :� SLAB EA. SIDE r SLA® ON GRADE ` 3/4"0 AD'6 • 74" OC. ° ;I n. 3/8" !e STIFFENER WHERE OGGJR5 J016t� V4 2 iv —SLAB DECK SEE PLAN W/ b" EMDED fi* _ EA. SIDE OF BM. 2 I/2" • "K" J018T r, ---7 i, r— `I ° ° — ;�,, � — — —— — �� — 5' • "LH' JOIST = �.-.� _ I w'r F MFR TO DESIGN FOR ' 4 -5 DOWELS W/ STD X500 LB SEISMIC LOAD I/4 4 `� 1/4 3" TYP. ��. +• u HOOK AT EACH THROUGH JOIST SEAT - - } • • i. .' 4' / VERTICAL BAR • I `•i .;.� •. � „; LOCATE AT � OF WALL �' 5 WT 4 x 14 x I'-b" n n WHERE EMBED JLC - ` BEAM SEE W/ (3)Ob Al" INTERRUPTS VERT a.; • "�` ;'..I REBAR ADD 5 '� • JOIST ,:, '� PLAN x 2'-m" I `: ✓ c DOWEL AT NEXT ' SEE PLAN I WALL - SEE PLAN ERG. IE 3/8" x b" x IV" J U ADJACENT CELL s '•r (3)61DE86 qN FOR BEAM WIDTH VARIES I/4 3 y•„� W/ (2) 5 Al0(c x I'-m" LAP 3'-6" -f • 8'' O.G. �- L 4 x 3 x I/4" (LLV) ABOVE 4 BELOW- SEE PL (2)5 x b'-m" (2) •4 DONT IN BOND B'h 3 L2" BEAM SIZES \ SEE FRAMING PLANE _,k - -FOR=? - MtN. BEARING SEA SEAS REQ'C '�`8 -�I°-8 -�I y;. SCHEDULE IZE ANC � �} 1 WALL - SEE PLAN 2 3 4 5 SECTION 5-5 EQ EQ REINFORCING. SEE 6. 1 • �'-o" g• � • I'-m" 6. ' ' • r-m" (j r' . r-m" 6. (c x 4 x 5/16 x 0'-6' �' `DESIGN JOIST FOR 2400" �.' LONG LEG VER'ICAL-- -. POINT LOAD11/2 WT9x23 CUT ' v r^ WEB TO LENGTH I � •� ) TYP I TYP TYP �� 11/2" C Q. (2) •d CONT. - •y e I � `� 3/16 I/ -- ��;, 'r; �• i �._ DECK SEE PLAN (4>\ +. " — _ �j \ ° 3/ib 3" S+aEER- 5'B C -SLAB DE CK _ _Jc-� SLOT COLUMN SLOT COLUMN w SEE PLAN '3/16 1/Ib" FOR fe TYP I/4 l/16" FOR R " - \--JOIST, SEE PLAN ,� ,; 3A6 1/4 FillII 7 BEA", SEE PLAN-� -ADD (2)L 1 x I x V8 ® 2 I�" AT ^K' TYP I/4 ANGLES IF JOIST HEADER I I ATSIMILAR FALLS BETWEEN PANEL G��/ { �. CONT CONDITION: r--- , L 4 x 3 x I/4 CONT. % POINTS /� (2BOND BEAMN wr. BEAM NUMF3ER OF _ • i I • BEAM NUIOBER OF • I ONLY ONE SIDE W/ 3/4"0 THRU ` A325N BOLTS '�t I I A25N BOLTS � � ; BOLTS 624" O. C. O ,� :,< i • I 1 I I • U • I LONG LEG VERT, IE 1/2" x 11" x 0'-11" +'' ,'• BM &EE PLAN Wl0 2 i , 3/8" le W8 2 / _ G • �I I • — 0 • W/ l4) 3/4"o x 5" �' :�. — - � � _ � � 3/8" IE HEADED STUDS R 3/8" x 31/2" x m'-8" LUIS 5 • ; i • W14 3 n `: +1' • 8" O.C. EA WAY `.fix W/ (2) 3/4"0 A325N • BOLTS UJ21 6 ---J, • WI8 5 --- • I —+—' 1/8 - 8" MASONRY 'WALL 4;21 b I ;. WALL PER PLAN _ - GROUTED SOLID LSTE LE BEAM I/ t/4 TYP I SEE PLAN •BEAM I i 5ECT'0N 8-8 I I SEE PLAN SEE PLAN 5TEEL COLUr'�. I I COLUMN 12 I I 5EE PLAN WTSx23 CUT 1/2" 14 3/8" KNIFE R r-L 2 1/2 x 2 1/2 x 3/16 1 WEB TO LENGTH 1 1/2„ BETWEEN JOISTS TYP ,_AB ON DECK-\ 11/21, SER PLAN L 4 x 4 x 1/4 x 0'-4" 5/8"0 12"OC. - MTL. DECK SUPPORT i I SLAB t DECK SLAB + DECK i I -4XLD PER PLAN IE3/4" xb" SEE PLAN SEE PLAN--\ � WALE BEYOND 0:_g. • D • s / EAG+-1 SIDE (LLV) I/2" __ ____= l l) 4 EDGE BAR i i i i (I) 4 EDGE BAR 30' O.C- I L. 4 x 3 x I/4 x OPNG WIDTH •4' W! (2) 3/4"o A325N t t i i T BOLTS AT STD GAGE I I 11/2" GLR AT EDGE- , i i I I/2" CLR AT EDGE G_sc µT OP TYP i i i ' j W/ 3/4"0 THRU-BOLT • 24" OZ.-\ AT SIM CONDITION (2) 3/4"0 A325N BOLTS \�3�6 EDGE FORT"' BY i 3A6 2.12 i i FOR DECK ATTACHMENT z SLAB JOINT TYPICAL EACH BM II ---SLOT COLUMN DECK "FR _ TO BEAM- SEE PLAN '�— �; / ANGLE ONE SIDE OF WALL 13 I/4" S?IFFENER }Q li IA&" FOR R ° .s lam a ' y 'E - ® _ LAP 1/4 EACH SIDE (TYP) 1/4 14 TYP a CONT !e 3/8 x N •( I/4 W/ 5 A10* x 1'-6 I :" LEVELING �r -'�� — DOWELS • 24" O.C. GROG' \ •� TYp 3/6 I/1_' C 2" OVERLAP C C - 3A6 2 MINIMUM ANGLE BEYOND (2) •4 CONT-� 1/4 \TYP •. • PER I I 13 I BEAM - SEE PLAN � • i K► Wlm SEE PLAN i I--MET-L STUD WALL P.J.P. I I W8 SEE PLAN I • I I • a SEE BEAM MASONRY WALL W/ •cFLEGTION le 3/4" x b" x m'-11" t HEAD BY OTHERS \ I I I I W/ (4) 3/4"0 A325N - __ I GROUTED SOLID -CONT BARS I I (2)SIDES I I BOLTS AT STD GAGE _C I I -, JOIST PER I/4 ii — I I COPE FLANGES METAL STUD WALL I I SEE PLAN i / 1 1/2" AS REQ'D W/ DEFLECTION t t / I I TYP HEAD BY OTHERS--I i STEEL BEAM SrrGT:�7N 13-13 SEE PLAN COLUMN - SEE PLAN SECTION 14-14 13 14 15 16 ';' 18 "-c g r' . r-m" 6. 1: , 1'_m . 6. ,:, , I'-m" g • r-m" g r' . 1'_mll 1 1/2" I FILL VOID FACE OF IUALL BE`r.OND I W/ GROUT OR (2) 04 CONT WALL BARS FI'_L vOlp W/ GROUT SLAB CONCRETa �-OPTION: STOP BARS AT R 3/8 x 3 1/2 x 1'-3" PROVIDE FACE SHELLS 1 -'.`j;'. BLOCKOUT 4 PROVIDE BLOCK OUT AT END (2)04 x b'-m" IN FIRST e;' uuALL AND DECK PER PLAN COLUMN BEYOND I I +: W/ !b)3/4" DIA. ON CLASSROOM SIDE FILL W/ GROUT II I BOLTS (A325-N) TYP 1R`J.,; COURSE ABOVE FLOOR SEE ARCH '; `•'' J 3/Ib ''"' 3" CONT R 3/8" x b" I r. ° SLAB ON DECK W/ 05 A106 x 1'-6" SEE PLAN SLAB ON DECK LAP SLAB BARS 2'-m" -- '° 1 SEE PLAN DOWELS • 24" D.C. � FACE OF WALL BEYOND FILL VOID W/ GROUT AND \ I • �1 i - - i I I SLAB ON DECK PROVIDE FACE SHELLS I • 3/16 TYP HSS 2 1/2 x 2 1/2 x 3iib x 0 -6' • ° �' ON CLASSROOM SIDE 1 • i\ I I AT DECK EDGE I I SEE PLAN SEE ARGN I • I 1 I� • I �, —FULL Ht j I FACE OF WALL BEYOND • 1/4 TYP t e ASSOCIATE �w��I� ,,pp�� p�� • 1 3/8 R STIFFENER I FILL VOID W/ GROUT AND /� ®ho l/"U 01 EA SIDE AT PROVIDE FACE SNE'_LSF/4+/ _1-_ -._-------------- _ JAL 4 WALL I I ON CLASSROOM SIDE 3 � `. I EDGE FORM / ARCHITECTS P.C. / 3/16 --w I I I SEE ARCH .� • -- (2)04 CONT — -- - -(3) '3 AT 2' O.0 - BY DECK MFG- . I A EACH COLUMN 1230 SW First Ave. #300 •� 3/8" END }c � 1 . . 4" .,. ' . BEASEE N I I L3x3xl/4xm'-b" / WT4xl4 r I'-6' ,; Ie I/2" x I/2" SQ \ I I T Ph.: (503) Oreron 223-6653 04 Ie 1/2" x /2" SQ r^- 2'-6" i V4 4 - AT 4 WALL W/ (2) 5 A'106 x I'-b' W/ l2)5 A106 x I'-6" , -BEAM TO BEAM I I TOP AND Fax: (503) 294-0827 BARS • 3" O.G. -- — W/ .3) 5 x I'-6" al. 1/4 4 BARS • O.C. f I� ili X 2'-0" (A*10E) • 8" O.G. L j CONNECTION SEE I I 3/Ib BOTTOM . AT 4 WALL I \ _ `t l (2) 5 x b'-m' / PER(q I t W/ (3)05 x 2'-0" T?'P }-I/4-�3 ", r,a S62 TYP (A�m6) • 8" O.C. " I 1/4 4 / ". I (2) 5 x I/4 l.'- I t e,��cPR(!Rl` V4 9 -EDGE OF WALL BEYOND �E f, 19 4 2Q 2i 22 23 24 �g� ° ' "*�ff�°� g 1.. ■ r-m" r' , 1,_m„ 6 1.1 1'-®„ 6 6. 1.. ■ tTee6 o U Y y ,moi Q Y WALL PER PLAN WALL PER PLAN WALL PER PLAN � P WALL BEYOND ,� IE 3/8 x 3 I/2 x 0'-g' � i�'tRFS tsar-taoe L_-- 1/2 W/ (3) 3/4"o A325N BOLTS P 3/8 x 3 I/2 x 0'-6 1 1/111 c ExF JOINT MAT'L l2) 5 CONT m W/ (2) 3/4"0 A325N BOLTS M_ -- - BM PER PLAN ',; 2 1/2" -- - •,'+ - t •3•' r - MIN DATE: FEBRUARY 2006 d --BM PER PLAN SLAB-ON-GRADE SLAB-ON-DECK m S} q / - j C ERG/ SEE PLAN SEE PLAN JOB NO.: 0208.00 EQ t ---- `--�--- c0 } 4, I I/2" — DRAWN BY: CEC r + M1•Y' • _" °D CHECKED BY: RANT T �_ ; • —_ 3„ --lll7 5 x 15 x 0'-3" n• �-.—�- _ - N _ • — =�=' -. -WELD PER PLAN � � REVISIONS: EQ iA n r 4' N O - - v 2 1/2" C as (2) "5 CONT °a 3/4"t EXPANSION �''� FILE. S82-03320 4T SIM CONDITION ONLY: -- ;'•' = ';' CONCRETE WALL ANCHORS • 24" O.C. LONG SLOT HOLD`S IN :~ ,. '•,. JOIST . ° SEE PLAN ° BM WCL PER AISC :.c : Ie I/2" x 6' x I'-1" W. d I/2" EMBED W/ (b) 3/4"0 x 5' :at t' SEE PLAN cn FLOOR rAAYNO r DETAILO HEADED STUDS i;' ,i : - --CONCRETE WALL 1112 1,12x6xI'-l' � UP '6) 3/4'0 x 5" " O.C. ;..r R I!:' I'- s HEADED STUDS • 3" O.G. ,�n W/ (6) 3/4"0 x 5" SEE PLAN HEADED STUDS • 3" O.C. L 26 27 28 29 •, 1 ■ 1'-m' I I„ ■ 1:•�„ 111 , 11-C" \56. 1�. e I - w _ �. I 4 1 �l00•WKMEIUgL(M1FPdY01MIE,II,. S682 LEGIBILITY STRIP ^ 21 2e r OI e e HOW . I L.r��tJ.:J�.II��Lt�il,l�;1.1�'!a.l�� 11 '' ''II�.i�J,v�1�,l;,I,I,ILI.�l1�IJ,�.!.1t1�,1,t1.J�.t�t1.t1�1G�1'lt.U1.l;��►.1.Gl,tl.�1,:�1�,�►lei,�il�,�•�J.k�.l�,�!.�►,�!!"IBJ.1!tills,�i,I�uu.i,��,i111Ja.1u,1,L�,i.Ll�.t�J.la•lt�l,l,t�j,►aJ,t,W 1 I�>..WJa1.�. ' ` ;,�� • .,gin NfUi': 1. ti 5 I; r:• -.. :., - ... .:. .. ,. «_.: .... .-.n. w, .,,. r .,..-_.,.,. a. J-naw hWif.ery .G.1.!, 4F�6,,v, A � WYDi: -'•.....,. 'w-- ..Ar �M �P�i�. N- 1 1/2" ' EDGE FORM BY / DECK MANUF / END It 3/8" x b" x m'-9" / (BEVEL 46 DEGREES AS SHOWN) • • -I@ 3/4" x 1 I/2" x I'-0" SLAB ON DECK SLAB ON DECKW/ (4) 3/4"0 ANCHOR 0 SEE PLAN (DECK SEE PLAN DOLTS W/ b" MIN EMDED D!RECTION VARIES) r ;. •, 11/2'' • • . 'VENEER WHERE OCCURS - SEE r6E 3PJP - ARCH FILL W/ GROUTIISLAB ON DECK SHOWN ONT L4 x 3 x I/4 (LLV) ! / �t L v TO TOP OF__ �� , - O` � FOR REFERENC[ ONLY 3/4"0 ANCHOR CHANNEL ! i _ _ WALL BEYOND I IOLTS • 32" O.C. SEE PLAN I / a I IAT SIM. CONDITION TH 6" MIN EMBED / - C ` SEE PLAN NOT PRESENTSTAIR STRINGER `AND ATTACHMENTBYOTHERS3116SONRY WALL ; � ZCHANNEL (4) 3/4"0 THREADED E PLAN FOR SEE PLAN SECTION 3 ., 0,►- RODS W/ 12" EMBED INFORCING G ` 1 DBL NUTS MASONRY WALL - � � a SEE PLAN FOR z a 2 3 REINFORCING 4 5 CONCRETE WALL 6 SEE PLAN NC-E SNORING OF WALL REQUIRED - DOWEL WALL IQ 3/8" x 5" OVER �- UNTIL MAIN FLOOR SLAB IS MARK FTG WIDTH FTG pGldiE:L LENGTH THICKNESSNO WELD EACH JOIST : IN FL-ACE SEE DETAILS 'DH' 'T' r12 (5) LOCATIONSII 2 TMP3116 2 TMP1/4 b 1" 8"WALL 'A' ''-0" �l • 8" O.C. 1'-6" 12"96.1 CLR TYPWALL 'B' b'-0" r, a 12" OC. 4'-6" 10" I/4 b TYP �) WALL 'C' 1'-6" ■1 • 12" O.G. 4-b" . BACKFILL � 1111=�j �\ -- 4 ...� EE SCHEDULE• O MINIMUM T_III_III- I S 'BERT'S • i2" O.G. v COPE STEM OF TEE - \ EAC1•) FACE CONT WT bxl5 AT JOIST, FLANGE ,f � •�� SEE PLAN TO BE CONTINUOUS .1 J • ;- 5 HORIZ • Ib" O.C. �` FOR LENGTH OVER JOIST CHORD 9 EACHFAGE ` \ W �•1 \ CLR GLR JOIST- SEE PLAN \\ x (NOT TO SCALE) \\ W FTG DOWEL 'D' MASONRY BLOCK-OUT AT) 4j STEEL JOISTS \ SLAB-ON-GRADE JOIST- SEE F_ FOOTING DRAIN \ 4" CANT. SEE PLAN INOT ?O SC•:_= SEE ARCH \ v _ •5 • 12" O.C. \ uj EACH WAY ` 1 _ FOR 'tiF0 NOT NOTED ., SEE o 04 AT 3'-m" O.C. Ve 2� 56J • • • • - 1. e it J L2 1/2 x 2 1/2 x 3/16 ANGLE BEYOND AND CONCRETE OR CONTINUOUS A I II BELOW DECK- SEE , MASONRY WALL X11=I O SLAB ON GRADE 1 SLAB ON DECK 3'_b" • (NOT SHOWN FOR 86.1 I BEAM BEYOND SEE PLAN SEE PLAN —7 � 4 AT 3'-0" OC. CLARITY) e le 3/8" x 3 1/2" x 0'-1,. In 1 SEE PLAN 4 1 fn W/ (2) 3/4"0 A325N BOLTS C! 118 2 561 + � 1 SLAB ON GRADE SLAB ON DECK w ELAB ON DwC< �I .:5 ON DECK =III—III _ — 'I=ITI= I I= ° ° SEE PLAN SEE PLAN SEE p.AN — -= =�AN F j'"=E 0 III=III III=11 ,1= I S 11rW/ rT a — -1 i•I �I u • d • - �I—II(=III=1I-1 1_IIE a _ a � V ° a L '- - -- •— — —T.. I_I I a WT 6x15 A BEAM � WI a W L4 x 3 x 1/4 (LLV)W/ 13'' SEE PLAN I JOISTL = Q 3/4"0 EXP ANCHORS SEE PLAN j • l2)5 DONT • 24" O.C. a I/4 (3) 3/4"0 x 5" HEADED • -.nb STUDS AT OF }E L3 1/2 x 3 1/2 x 3/8 CONCRETE WALL W Irl" x Il" x 0'-11" x 0'-10" AT EA JOIST SEE PLAN ° W/ t4)3/4"0 x 5" 2'-0" CONG WALL HEADED STUDS F V2" x 5" x 1'-1" - }�---- SEE PLAN -- ----- • 8" O.G. EA WAY FLUSH AT CONG WALL 3nb .NTERIOR FAC lE OF WAL FACE MOUNT AT Jr _ •B• MASONRY WALL --SEE SCHEDULE (� .. /012****\ 1" 1'-0 3/4" ■ 1'-0' 6. 3;4 0 6.3 C o�3 8" MASONRY W/ (2)5 VERT, IE 1/2" x i1" x 0'-I1" SLAB ON DECK NCT AT 16" O.C. W/ (4)3/4"0 x 5" HCA SHOWN FOR CA-ARiTr FULL HT. • 8" O.G. EA WAY SEE PLAN STEEL BRICK FACE SHELLS PER PLAN l.M^ N , (2) 5 CONT. 1/2 11/21, 1 1/2" (SEE ARCH) -� ` SLAB ON DECK SLAB ON DECK ' 6'-8" _ 8 I - O SEE PLAN r SEE ARCH SEE PLAN a VERIFY A? 16" O.C. 1 "- ' PROv!DE VENEER TIES ' - T I - a / DOWEL AT a - _ PER STRJCTUfZ�:L niCTE:i JOINT MASONRY WALL - 1 / • _• • • _ Jo u a V t `°O(�C �, a a ---- Zz 12" CONCRETE W/ 0 MASONRY WALL �• °D ARCHITECTS F. EACH WAY a C5 • L4 x 3 x 1/4 (LLV)a= `Q • EACH FACE ° SEE PLAN S / TUBE PER PLAN L4 x 3 x 1/4 (LLV)CONT o W - ►. •; '230 8W flret Av., 1300 Q p ;3M TOP AND W/ 3/4"e AJ5.'S • 24" O.C. Portland, Oregon 07204 a DOTTOM 3116 3.12 ° c 3/16 Ph.: (6031 223-e6®3 Fax: (x503) 294-0827 a l I/2" CLR R 3/8" x ' I/2" x ° , TYPICAL a W/ (2) 3/4"0 A325N SULTS •,:: ANGLE VARIES 10't a • SEE PLAN •� ucru qED PROfFJ' �- CONC WALL- SEE PLAN 16 i7 ��`'�El0 "'t a .. II-0: 6. I' I'-iv'' •�.., .. . 6 1 I/2' I'-0' 6. ' � -- � � Lets a Q Y a h a 05 DOWEL W/ Y 2S, Ov s STD HOOK AT W • ° ;.'.>x .. EA VERT BAR R �4S E • ?P DURO-►UAL D/A 213 FILL VOID W/ GROUT AND l --I •' >i^',r' COVER EXPOSED AREA'g SEISMIC COMB • 8" O.G. SLAB ON GRADE W/ FACE SHELL93 PER ARCH C SES PLAN MASONRY PER PLAN } - TUBE- SEE PLAN -- -- -- —` •��.,�•� R M JATC FEBRUARY 2005 • 3/16 2 ---- - - ---- -- — f a JOB NO.: 0208.00 - ------ cy F 5 WELD PER PLAN --- .0 DRAWN BY: CEC I �. T— . r W ---- -- - - - --- — r� CHECKED BY. RAW J v REVISIONS: FOOTING ` C ® _ SEE SCHED - `� - (b) 45 VERT'S L4 x 3 x I/4 ILLV)CONT o _ Q . �". FULL HT F ----------- Y ,' W/ 3/4"0 A B.'S • 24" O.G. �' WT 4 x 14 x 1'-0" W/ -- e, W/ 5 Et BEDMENT • e x 4 4106 BARS e 1/4 .,,, c ' p - ''SE OPEN-ENDED BLOCKS FILE- - - 383-03320 ° d e ° < ' ;1 . --- TH15 AREA R ° a 'a a rt i; l2) •4 x b'-0" �a. .�:� � -- a cn > FLOOR FRAMINQ a e e yr�� DETAILS a 4 e e b. e ; j 1D 20 '� U 21 22 23 x.11 `.� � cc o70.V WAI.I�RrVlldlrTO/VpJNiF M!. + VEY S6 . 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INSTALL l4) i I I l3)S/8"o A325N I _ _ l� '`EG %'- GUT VERT 4 i 5 BAM • b O.C. / / DOLTS (TYP) \ - UNDER FA JOIST G 3x6 , FOR CONN t0 dM I I 1 1 FILL VOID W/ GROUT 3/ib5JB 1 \ FA5c31A- S. PLAT' b' r-^' 3116 11!1 EA END 7A BEAM SEE PLAN - 1/4" END IE • ill, • I I AND FACE SHELL. Imo" -- • i i • I I \ SEE 1mtill,, SECTS 5 SEE ARCH FOR \ ROOF DECK �___-� L2 x 2 x 1/4 112 i i l3) 1 Sb.4 COURSING �_ • b'-'L' OC. • , , • 1/4 81UE5 cn I/2"s LEVELING i i "� _� t.__ I I FASCIA I/l L JOIST SEE 3i� I I J016T SEE PLAN SEE PLANBEAM- SEE PLAN T, I I PLAN7. --15/8" R x b I/2" W/ (3)61096 3/1b I I I I5 A'106 x I'-(�" BARS R'-TY I I CANDLE AS IQEG�'D I BM 70 GOL CONNR 3/8" x b" W/ (2) 1/4" STIFFENER R I I EXTENSION _ _ I I (2) 3/4"o A325N I I EACH SIDE I I SEE i/Z i BOLTS AT STD GA I I I I 112 - I I I I t N.S.GROUT � L BEAM SEE PLAN MASONRY WALL �� ;': ,'.GIST $EE PLAN I I I COLUMN I/� GROUTED SOLID i i ME,AL BTUC WALL 1/4 I I SEE PLAN I I I I COLUMN PLAN 521•4 x 3'-0" SECTION AT JOIST (2)04 CONTINUOUS LW I I HEAD BE OTE RB Q��TION 3-3 II ISEE 1 0 q , 4W s. 1' . 1,.0,E s , � .. g r' . i'-m" g• ,. • 1'_0., 1,_m.. � '_: 6. • r=' FASCIA - SEE PLAN. BEAMS - SEE PLAN SHARE WELD SPLICE 114 b"t TO EITHER SIDE OF BEAM CONNECTION �J 1/4" STIFFENER fe M p GROUT SOLID ROOF DECK - SEE PLAN- 1 1 1//22" ROOF DECK - SEE z TYP 9116 Z 1 1�" DTWV JOISTS FOR SIZE 1 ATTACHMENT _'' / EACH SIDE \ 1 3116 ATT4G AN FOR ENTZE AND / C M90NRY WALL _ I GROUTED SOLID (2) 3/4"o A325N BOLTS C f AT STD GAGE • -W 14 x 22 BLKG BTWN BM'S -- - l - eEAr-1 ` / W SEE PLAN -1 1 TYP EACH BEAM ;t W/ 5/8"0 A325N BOLTS TO TYP 3116 / • BEAM BELOW AT 24" O.G. t STAGGERED G in BEAM SEE PLAN •" 1->�J V -(4) 5/8"0 4325N BOLTS f IP 3/8" x 3 1/2" W/ I f!! 1/4 I AT STD GAGE. TYPICAL i 10 '- (3) A325N BOLTS PLAN ( I I Bt TO BM CONNECTION 7JOI`ST_ SEE PLAN AT W !4 BEAM AND (2) A325N BOLTS JCISTS SEE PLAN 5/8" 1e x BM WIDTH TAB fE 3/8" x 3 I/2" r. AT W 10 BEAM 0'-11" W/ (3) 5/8' o A325N BEAM- SEE PLAN \ BEAM • SEE PLAN _ BOLTS I BEAM - SEE PLAN `-IH Ir" x 5" W/ (3) COLUMN SEE PL�ti 1 3/4"0 x 5" HEADED 1 STUDS ��DEFT ECT ON HEAD BY s ? 8 9 10 OTHERS WHERE OCCURS 6. � ' -w s• = I -c� G. f • ►'-m' G. • 1'-m' `G' • 1'_m, �G o 11/2 ' VALLEY LINE � VALLEY UNE ROOF DECK l� (5) 3!4"0 A325N BOLTS 4 0 II IIA" STIFFENER R SEE PLAN CONT 18 GA x 4 FOR SIZE 4 v U, EACH SIDE 1/4" STIFFENER Ie l � /' ATTACHMENT-- BENT R W/ •ID TEK CONTINUOUS-- CONTINUOUS EA SIDE OF BM Jt� _ —� PPLLAN FOR SIZE E SCREWS W3DE6" O.C. �' w 011 I . 318" x (c" BENT fP 1/4" x 4" BENT R 8�� I ROOF DECK ROOF DECK - SEE AND ATTACHMENT BM TO BM CONN 1112" UELD PER FLAN ` PLAN FOR SIZE AND 7 I - 31I6 ATTACHMENT / � j C ' • SEE 2 _ (J • 362 BEAM U � • -� SEE PLAN NON d+HRINK GROUT \ 3116 2.12 , in i • i • I � 1 I 1/4 - • U 11 I BEAM - SEE PLAN I �- BEAM CONT ANGLE `^U OR BENT IE • (2)SIDES I I IQ 5/8'' x 6" L; '.''� (2)04 CONTINUOUS SEE PLAN PER (4)518"o A325N .,,,�, l3)� 2 � I I I P,t�Lrg AT STD GAGE ' , " _ r SIDES 3�6 I I STD COPE S6•a 3/16 /(3)SIDES > Al x 1 I/2" TOP 1 T I (2)BIDES I/4 I I �' a \\-BEAM SEE PLA� I BO MASONRY WALL ib" O.G. JL I I COPE TOP GROUTED SOLID IE 5/8" x 6 In" W/ I I 1/4 AND BOTTOM SE�1Q�ll! � l2) 3/4"o A325N \L J015T BOLTS AT 3TD GA I I COLUMN- SEF. PLAN LCOLUMN - SEE PLAN I I" fQ IISi4 o3A3.5N LU/ s SEE PLAN BOLTS 11 12 13 1a 15 is VEYti CUNT. ANGLE OR—, L 2 1/2 x 2 x 3/16 SEE PLAN FOR f EENT 1E PER 2 \ (LLV) CONTINUOUS ATTACHMENT ---- ROOF DECK- SEE PLA! VALLEY LINE BTU,N JOISTS , IE ;12, x 5 x 1 -0 �� FOR SIZE 4 AT ACHMEN'- „A x 3" STIFFENER R STD GORE 4 ROOF DEGG SLOT WEB WIDTH' EACH SIDE WITH TOP 4 BOTTOM PLUS 1/16"— r 1 3116 (513/4''t 4325N BOLTS BEAM (3)3/4"o A325N BOLTS (TYPICAL) f` / 1 JOIST MANUF CONT 4£ J/ I i/4 —{ TMP /DESIGN FOR 5cE 21 � (3)SIDES 3116 2.11 / \ 3" BEARING 18 C 3/16 TYPICAL 3A6 GROUT 501.ID Z•12 �BTLLN JOISTS REAM - "=E PLAN--/ L- I T CONT, 3/8" IE x b" W, 1/4 , �- SEE(q .— BM O BP' CONN • • y ROOF DECK - SEE . . I I s I-Q-- -4�1�r1 5 A106 x I' 6" BARS , \ 3/! � pEAM r0 PLAN FOR SIZE AND 1,p (' x 3 1 ` in --'-• • ' ATTACHMENT 3/16 Z G' r FOR INFO NOT NOTED i • S6: �-� f^ 5 BARS •I6ST ALL (4) CONTINUOUS- - CC, END/ 3/16 2 _ . % 1 SEE 1 r �/ 1 - -t • • i I/4 Z" 8101 R UNDER EA JOIST \ 15 i • METAL STUD WALL�i I - FOR CONNECTION = - - 3 - % I 1 w�� SEE ' . r - :� - n !-� �- '_t 1 \ �ilb z._ 96.4 I I • ';, �� NON-SHRINK GROUT �o�? ,- - W/ FL CTI -- _ - I , AS G E E H -7Jlr-r�- A® y, HEAL? BY OTHER-EL i Sb2 `' �� / - r -__ e` - �• obi(' BEAM J��.. 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BF (B-12) BF (C-8) BF (C-9) BF (1+-7) BF (H-8) A BRACED FRAME GRID B - INTERIO91 ELEVATION B BRACED FRAME GRID C - INTERIOR ELEVATION C BRACED FRAME GRID H - ELEVATION LOOKING NORTH � 1 I;4 -, 57.1 I/a" ■ -m" ■ L- iYas.7lm..\/-O'-UmJEx"t`2 FL-9`R1-62`-�-• _-04-/e-n TIj�IIi I!i jI I.'I//.I I/�-/2"--• I(+IW III!III-I��-r�.�IIIII1\8I�IIIIIIIII/X/',I-�3\��•-r\ /,\�--\�'-._�'-/\',Il!III!�I 4 I'II I II•II,-/Nt=��mo - _9gs�_i6�...Il 1 t 3 J �\ 1/4 /\4A �YF i-� �w`I IIIII�i`-_�tT-�iI(IIIi�_-IiIIIII''IIIIIIiII1I••••I IjIII► -JII IIiII—III.(iI/•—I2+"1� U�`'"I..IC,�'1"3/8" CA P a _ I/4C-_ I1IIjIf jII_jiI<;"RN 1/4 /T1/2" 11/2" 1/2" 1'\-/,<4 P/5,_•C /I/4\4.. �liI••11IIIII{IiCII -I Ij iII•I I_-I I'-1�ljIII/-w_Iw-02> I C i � � ••- 1/2" NR F7 3 - —-•�-u�U' / !- W /R11' K tJF�C.�7« ,tr•D.�l,l.n�.af., 70'YOIX_.'NI f.INf��3Nt'qa i� I ---!C1! 2I/2 3)SIDES 3VERIII� 1/«', 318" GAP }Q 114 m" AT SIM. 3)SIDES I/4 \RETUQN 1/4 DES I! 1/4 O II2" - - i I/2 OPP 513,16 W 13 • TYP W I/4 TYP 4 4- ------ ----- I lit" 1/2WIFE R 7 va 8F {OPP 5 3 (5) 3/4"0 BOLTS BOLTSI/4 I 1/4 1ETUR I COLUMNVARIES \Q (5)3/4"♦ BOLTS SEE ELEVATIONS 3/4" GUSSET Ie x x x \ 3�b, x 3/4" GUSSET It 2 34 ° S74\ u is x \ W 18 r35 i4 1 _C I I,14 il/2 x I/2 x 1'-0" 31, 318" CAP f5/16 3„ 3/8" CAP RO_p 1/4 4 OPP I : I/21/4 TYP I I/4"9i1 3/8'' CAP fQ (3)61DEJO (5' 3/4"0 BOLTS �TYP(3)SID's (5) 3/4"e BOLTS + 3)SIDES i/4 VERIFY 1:12 v4 14 (3, w3id - ROOF SLOPECTION 1-1 EXTEND COL. T1 ` 1 1'-4 FOR OUTRIGGER KNIFE r - ----- 1'AS II SEE EMBED K .8 x 4 x 3)SIDES W/ (3)3/4 DIA. x 5" 1/4 OPP 20 DETAIL 2Z/S6B I/2Ill IFE !£- 'E t-CA AT P. (5" O.GEL��Ile-Lx/G S -xEt-&¢ - y- e- SLj Jo o O- -eI�- I_ tC - - - �-( 56.1 1/2" KNIFE e—� ( WLu �SSOCUAT7g A.. 3/* 1,1 ("ITS P.L F - TURN t �RFLR ROWFA1.3t/4 I 1230 8W First Ave., 120 1/4 0 3/4 GUSSET R Portland, Oregon 8720°w V4 Ph.: 1603) 223-806 19"ax: (503) 204-082 _. - ------ -- 2) D/16F 3/4GUSTYP cp 65 �,(ACED FRAME GRD 2 INTERIOR ELEVATCN E BRACED FRAME GRID 17 INTERIOR ELEV � E� �G`fTN �A " ' 3/dI S : 4 . -C 3TYP TYP kP> qSETYr " FR TYOPER c�_E\'AT!ON bA& I/4 I -4 112COL PER ELEVATION-3/4" GUSSET R 12 1/2"9g.1 0 VERIFY OO1/, 1/4 1!2 11/2 TYP V. VERIFY ROOF \ I DATE: FEBRUARY 2005 JOB NO.: 0208.005Ab :12 SLOPE 1:12 SLOPE Tyle T�' CECDRAWN BY: I II• CHECKED BY: RAW -v4TYCD / I/2' KN!l IP REVISIONS: REtuW 1/4 I 151 TYP 1/4 4 iySEEGUSSET IR C (TYPICAL)12" KNIFE R FILc S71-03320IETUlN \ FETU3/4" GUSSET IL- 1/4 'INV 1/2" NIEL�(B) 3/4"0 BOLTS \` 3/4"# BOLTS BRACED I•RAME ELEYATION9 DETAIL A 4 s-b_ 'I / -3%4" GUSSET IE TYP9 � 12 13 LV 73/43I'-m' 87. S3/4" 1'-m" er S701 LF01BILITY STRIP z - 23 01 HON � w„uJ4a , � . : .. . 1 •' , _tr 6MIAtt � AA11 � 0 . ... ... � ... ... .. .!lkk 6�+nw!b4w.+r!�•Jwge,�xY,rvb' . �r,w.w.... ,. .+L. 4 a 'an.a„ r � , .;... ,•w �, - � � t+xk�•4�i�111+Iw�+!F� +w• +� ,: .; - •!�' �1� � . MND ~"!�W4 . �M �