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10350 SW LINCOLN STREET-11 90 80 70 60 50 40 30 20 10 0 r- 00 m � � v WN � N CD IM o z r n r Q Wnr� _ E. NY 8 AG C-� N N C� C14f_a-D J Ac ACc9F a c acs STE r I ARCHTECT INDEX OF DRAWINGS a , SELIG / LEE / RUEDA ARCHITECTS and PLANNERS 213 SW ASH ST. 503-.224-0173 ARCHITECTURAL 8 T R U C T U R A L PORTLAND, OREGON 97204 0.0 COVER SHEET S1.0 STRUCTURAL NOTES AND DRAWING INDEX 0.1 CODE STUDY S1.1 TYPICAL DETAILS �V,11 0.2 SITE SURVEY S1.2 TYPICAL DETAILS2 CML S21 A FOUNDATION PLAN - SECTOR A 2 r� T1 E. RADA e 1.1 OVERALL SITE PIAN S2.1B FOUNDATION PLAN - SECTOR B HBH ENGINEERING, INC. 1.5 SITE DETAILS S2.1 C FOUNDATION PLAN - SECTOR C S2.2A FLOOR FRAMING PLAN -- SECTOR A PORTLANb. OREGON 11515 SW DURHAM ROAD STE E9 503-670-04,% S2.2C FLOOR FRAMING FLAN - SECTOR C TIG,4RD, OREGON 9�224 2.01 OVERALL FLOOR PLAN 2.02 OVERALL SECOND FLOOR PLAN S2.3A ROOF FRAMING PLAN - SECTCR A OF 2.03 WALL TYPES S2.3B ROOF FRAMING PLAN - SECTOR B ANDSCAPE2to FIRST FLOORPLAN - SECTOR A52.3C ROOF FRAMING PLAN - SECTOR C 2.1 B FIRST FLOOR PLAN - SECTOR B S3.0 CONCRETE WALL ELEVATIONS AND DETAILS ANDERSON ASSOCIATES 2.1 C FIRST FLOOR PLAN - SEC TOR C 53.1 A BRACED FRAME ELEVATIONS - SECTOR A (� A^ 2.2A SECOND FLOOR PLAN - SECTOR A S3.1 B BRACED FRAME ELEVATIONS - SECTOR B 22181 NW PHILLIPS ROAD 503-647-7400 2.2R SECOND FLOOR PLAN - SECTOR B S3.1 C BRACED FRAME ELEVATIONS - SECTOR C HILLSBORO, OREGON 97214 2.2C SECOND FLOOR OLAN - SECTOR C S3.2A BRACED FRAME DETAILS - SECTOR A 3 S3.2B BRACED FRAME DETAILS - SECTOR B 3 Q/J /� n n N 2.4 ENLARGED FLOOR PLANS S3.3 STEEL JOIST ELEVATIONS �j�` (1 „I,=,� 2.6 STAIR DETAILS S4.0 FOUNDATION DETAILS u vv u u S4.1 FOUNDATION DETAILS 55.0 FLOOR FRAMING DETAILS - SECTOR C RAY SOUCIE AND ASSOCIATES 56.0 ROOF FRAMING DETAIL(I - SECTOR A 2305 S.E. 50TH 503-236-8566 S6.1 ROOF FRAMING DETAILS - SECTOR A PORTLAND, OREGON 97215 S6.2 ROOF FRAMING DETAILS - SECTOR B S6.3 ROOF FRAMING DETAILS - SECTOR B S6.4 FLOOR FRAMING DETAILS - SECTOR C 8 T^ U ^ TJ UR" A 4.1 ROOF PLAN S6.5 ROOF FRAMING DETAILS - SECTOR C le- 5.1 OVERALL BUILDING ELEVATIONS S6.6 ROOF FRAMING DETAILS - SECTOR C NISHKIAN DEAN 5.2 ENLARGED BUIL-DING ELEVATIONS S7.0 CANOPY AND SUNSHADE FRAMING PLANS W 4 319 SW WASHINGTON ST. # 720 503-274-1843 5.3 ENLARGED BUILDING ELEVATIONS S7.1 CANOPY AND SUNSHADE DETAILS 4 PORTLAND, OREGON 97204 5.4 ENLARGED BUILDING ELEVATIONS 15 M 5.5 ENLARGED BUILDING ELEVATIONS P L U M BI N G 0. M r- 5.6 ENLARGED BUILDING ELEVATIONS I?Y FTI©AqD ci (1J tV C/") MECHMNMALP 1.0 LEGENDS AND ABBREVIATIONS Approve �• 9�'^U ,L Cj Z 6.1 BUILDING SECTIONS onditwnagy mvad.•,••••a•••`n.Q O "( 1 -, Z CU O P2.OA UNDERGROUND PLUMBING - SECTOR A For PERMI the wodc�' f�c Sf� 6.2 BUILDING SECTIONS See Latter NO.:,, ow. I-- W z PAE CONSULTING ENGINEERS INC P2.OB UNDERGROUND PLUMBING - SECTOR B sae Letrertn:Follow. -..•••••••" '" ( O C-) 0 808 SW 3RD AVENUE 503-226-2921 6.3 BUILDING SECTIONS P2.00 UNDERGROUND PLUMBING - SECTOR C Byl'y r�t� �,("tZlate: �' T M WIF < Q PORTLAND, OREGON 9/204 WALL SECTIONS P5.1 PLUMBING DIAGRAMS r���� A/ J W o 7.2 WALL SECTIONS PLAN REVIE.'1 APPROVAL � G w =5ELECTRICAL OR COMPLIANCE WITH APPLICABLE PORTIONS OF M z SSC) z � E ARM XTEP,IOR DETAILS Ii II .. A L 7.4 EXTERIOR DETAILS ,�Orego s ertban � I Specialty pecSpecia�q�Co tomL� v CO"�% 1998 orega+Mxlk+n+cai Swca C4caeode(ONiSC1 W � Oregon Phm,bmg Specialty (OESC) t E1.0 ELECTRICAL SITE PLAN 2000 Oregon Fiectntei Specialty Code(Of SC) QJ Q � 1998 O Uniform Fire Cede(OUFC) 5 CUNDIFF ENGINEERING INC. `.L l.='"fEl ,; !,'I_t:; E3.OA UNDERGROUND ELECTRICAL PLAN - SECTOR A �9�sjcn ?�i;fpeaarrnMs►1 5 Z < �y- E3.08 UNDERGROUND ELECTRICAL PLAN - SECTOR B PLAN REVIEW APPROVAL DOES i`IOT AUTHORIZE W ►-- C7 Y p F_::TL 1R i.EiAICS CONSTRUCTION TO PROCEED IN VIOLATION OF 1L 8885 SW CANYON ROAD, #205 503-297-7738 y r E3.00 UNDERGROUND ELECTRICAL PLAN - SECTOR C FEDERAL.STATE,OR LOCAL REGULATgNS,MflDOES .3 U PORTLAND, OREGON 97225 ''s ' IT RELIEVE DESIGNER FROM ANY LIABILITY OR W UTQ 60 Q� Ex I ;.? DETAILS c2 In BY 10 F:'rERItR DEr1,IL:i c� L.tJ Fact s W ►_ InDATE M ,D 31 0 3 O m �� L CLAIR COMPANY, INC. r- A '%'--: OUS`�aC AL � ,vJnn N C3U TA T ' t1 L};TERM: DETAILS oC W 9 1 DOOR-M1,11-107v EL.EVATICthdS v ALTERMATT ASSOCIATES, INC. 8.1 0GOR-IrVIND:?;M IL E';ATI;,L,c; ; SW Garden Home Roao N 522 SW FIFTH AVE, SUITE 1200 503--221-1044 F Li0OF: IbINDG'IN P_EVATIONS) �W- PORTLAND, OREGON 97204 6A i,,Ljr,R. LAI ;IL", 6".h fi.?vl?-tivl'•1[�r;:' DrT<uL:a yo/l / 3 6 (� (L��.(�0 L (���Q O C �.% 000R.-WINDOW DErnIL� 6 issue date: 05 AUGUST 2003. �'G E v T E �j'1J u��,J (x=11 p�J N E E U-U �a PROPOSED METZQER � � ELEMENTARSW TM A >3CF400L job number: 0321 � U.I VE GEOCON NW PLAN TIGARD, OREGON 97223 revisions: 8380 SW NIMBUS AVE. 503-626-9889 Ir�TERIOIy UE"1tilL_iS CCI PROJECT Nc : BEAVERTON, OREGON 97008 ' - 1I.1TEE?iOF'. [?FaA1L': X069 - 020 lrEF10R UETALS S.2 � RECEIVED CCI # IO'ENIOR DETAILS 01 �` 3 tiW Loc st I - AUG 14 2c:3 10 0 `I 10.1 INTERIOR ELEVATIONS - - SW Pine !t. .; JTEFttiilz T:IT','/+TICJhar COVERSHEET 7 10.4 M'TF.NI01 Ft.L,iAT'ION' ° ? 7 1•:1.5. 1NIEIR1(iR ELPAT ONS ArrnrnIre rT.Itl" 10 6 INTERIOR ELEVATIONS INC1.I'DE UIP-ATTACiRM 6{°s/ t,?S SPECIFICATION n(X* RU("11!RAI.CALCS 1 f 1 0IFCII RI.PI)RT 1'1.1 FLOOR FINIfJ-1 PLfiNE. a ZMISC1X1C11MEN S + 11.1 FLOOR f R<;;ri nL�.ra 9 file name: 0321 0000-p1 11.x. <_,rRI�IE•u; hL..^.r� � �"�. 8 '» 3 � O1 N 5I REET 1N VICINHY MAP 11Ii1)(10 Q O N)T TO SCA,.E N1.1% S( 11001. 1 ,9 0M0 9010 �. 60 50 40 30 20 10 8 J C o l �, lI CE � ,,.--..mow,-,..__.., ,..... ;..,...�......,r-a.-_; -- --.T�.Y._.--- ,�,,,w�. aawmiu r�«ww► .: ... -• ...+IA,I.�I■,I�I,CE: �e«.S�r.,,W.,ne�wraAwRNr„,+n L r -- - -- 1 - I i---111-1 NOTICE. IF THE PRINT OR TYPE ON ANY I I I I I I I I I III I I I I I I I I I III I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ll ri I III 1 I 11�I I�I 1 i I I I I I III I i I I I I��1 f I III 1IT�I f I I III 11 T11�1 III III I I I�r I I I I IIIIII I I I�I I I I1 III I I I� I I I I I I l I L Iy I I I I III III Il l� III III I�I I �C� T� 13/ IT IS DUE TO THE QUALITY OF THE l -I-� � - L -- -- 1-b- ---No �e 8,'-• �`h+jll ORIGINAL DOCUMENT11111 LZ 9 �Z 1,l EZZ iZ ZZ 8�1 11 L'1 9T 4i 6�t S[ GST [tom off[ �8 � lL 9130X �G IIIIil�lll illl ll�illlll�llil IIII III��III��II�IIIIIIIII IIII II III II�II�I��►���IIII��I��IIIII���Illllll�illl► �I��►���III����II�,�I�i���111�I� IIIIIIIII IIII IIIIIIIIIIIIIii►Illllllll►►IIIIIIIiiIIIIIIIIiIIIIIIIIIil;lllllllilllllllll�Illl�1111111ll1lllll�Ilili11lli�ll►Nill i 60 50 40 30 10 lU U CIS90 80 /U rn 00 v z GENERAL BUILDING INFORMATION U.B.C. TABLE 5-A, TYPE II-1HR. A2,I OCCUPANCY L E G _E N -- N EXTERIOR BEARING WALLS GOVERNING CODES -COMBUSTIBLE 2 HR NONCONSTRUCTION LESS THAN 10 FEET Occupancy Type--- gCDP 1 1997 U.B C. 1 HR NON-COMBUSTIBLE CONSTRUCTION ELSEWHERE - One hour corridor construction 2. 1998 O.S.S.0 with 20-min. doors & 45 min. relites. 1 Room Area z 3. CITY OF TIGARD DEVELOPMENT CODE s occ - - Occupant Load Factor EXTERIOR NONBEARING WALLS Walls to extend to bottom of deck above. 2 HR NON-COMBUSTIBLE CONSTRUCTION LESS THAN 10 FEET - - Occupant Load GENERAL BUILDING CON�TRUC1 IDN DATA 1 HR NON-COMBUSTIBLE CONSTRUCTION ELSEWHERE See typ. detail x�xx - - NONRATED NON-COMBUSTIBLE 40 FEET OR GREATER -_ -__- Exit enclosure -- 1 hour fire-resistive construction r- 1. a. MAXIMUM BUILDING HEIGHT ALLOWED BY 1 � r THE U.B.C. = 2 STORIES (TYPE ll-IHR) OPENINGS - I with 1 hour rated interior exit doors. NOTE. NOT PERMITTED LESS THAN 5 FEET J Walls to extend to bottom of deck above. 1• SEE SHEET 2.04 FOR RATED a a b. MAXIMUM BUILDING HEIGHT ALLOWED BY PROTECTED Li SS THAN 10 FEET See t detail x xx c �J THE DEVELOPMENT CODE = 31'-0" (VARIANCE ACCEPTED) yp WALL ASSEMBLY DETAILS. °C U.B.C. TABLE 5-A, TYPE 11=1 HR, B OCCUPANCY - - c. PROPOSED BUILDING HEIGHT = 31'-0" - - Accessory use area ordinarily used only by 2, SEE SPEC & DETAIL ON SHEET 8.1 N o EXTERIOR BEARING WALLS F_- -`] persons who occupy other portions of the building FOR GLASS REQUIREMENT 2. a REQUIRED FRONT SET BA,;K = 30'--0" 1 HR NON--COMBUSTIBLE CONSTRUCTION ® CORRIDOR A 2.1 �� j EXTERIOR NONBEARING WALLS 7 b. REQUIRED SIDE SET BACK = 20'-0" lU 78, I 1 HR NON-COMBUSTIBLE CONSTRUCTION .-���-t�-���-�� One hour construction j 1 NONRATED NON-COMBUSTIBLE 40 FEET OR GREATER 1 c REQUIRED REAR SET BACK = 30'-0" e. 3. BUILDING IS A TWO-STORY STRUCTURE NOT OPENINGS LESS AN 5 } 4. o. REQUIRED PARKING IS 2 SPACES/CLASSROOM = PROTECTEDT LED S THAN H 0 FEET 2 x 29 = 58 SPACES _U.B.C. TABLE 5-A TYPE 11-1HR, E_1 OCCUPANCY b. PROPOSED PARKING SPACES = 67 EXTERIOR BEARING WALLS 2 HR NON-COMBUSTIBLE CONSTRUCTION LESS THAN 5 FEET i 1 HR NON-COMBUSTIBLE CONSTRUCTION ELSEWHERE PLUMBING FIXTURE REQUIREMENTS ) BUILDING CODE STUDY _ _._ (SEE NOTE 3. `- EXTERIOR NONBEARING WALLS _- MALE FEMALE DRINKING E-1 OCCUPANCY TYPE II-1HR CONSTRUCTION 2 HR NON-COMBUSTIBLE CONSTRUCTION LESS THAN 5 FEET OCCUPANCY AREA OCCUPANT LOAD OCCUPANT LOAD _ A2.1 OCCUPANCY - TYPE 0-IHR CONSTRUCTION 1 HR NON-COMBUSTIBLE CONSTRUCTION ELSEWHERE _- - PER GENDER W.C. _ rRINAL LAVATORY W.C. - LAVATORY FOUNTAIN FIRE SPRINKLERS IN LIEU OF 1 HR RATING NONRATED NON-COMBUSTIBLE 40 FEET OR GREATER A2.1 OCCUPANCY (STUDENTS) 8,135 s.f. 8,135/30 = 271 136 -- 4 _ 4 4 4 - 1 OPENINGS _ --7-52/50 _ - - ONE-STORY NOT PERMITTED LESS THAN 5 FEET OCCUPANT GROUP a-2.1 E -1 PROTECTED LESS THAN 10 FEET E-1 OCCUPANCY (STUDENTS) 21,237 s.f. 26,752/50 = X35 268 9 -- 8 11 8 BASIC ALLOWABLE 1 x,500 s.f. 20,200 s.f. TOTAL FIXTURES REQUIRED 12 3 CONSTrlUCTION TYPE II-1 HR �� SEPARATION (3) SIDES x 2 x 2 U.B.C. TABLE 6-A, TYPE !I-1HR _ - --- TRAVEL DISTANCE (E OCCUPANCY ONLY) x 1.5 BEARING WALLS -- EXTERIOR 1 HOUR TOTAL FIXTURES PROVIDED 9(NOTE 2.) 8 16 17 16 6 SPRINKLERS IN LIEU Of 1HR - BEARING WAILS - INTERIOR 1 HOUR - '- 2 z XA'lIE-R E. RUEDA �1 " 2 TOTAL ALLOWABLE: SINGLE-STORY 27,000 S.f. 60,600 s.f, c 35 Z 1 2_ 1 FIRST FLOOR E-1 35,740 SF NONBEARING WALLS - EXTLTIOF: 1 HOUR, ,EE TABLE 5-A STAFF (SEE NOTE 1.) �. STRUCTURAL FRAME 1 HOUR -- _ SECOND FLOOR E-1 21,542 SF ACTUAL BUILDING AREA 10,283 37,146 s.f. PARTITIONS - PERVANENT 1 HOUR TOTAL FIXTURES REQUIRED 2 1 '2 -- 1 r- SHAFT ENCLOSURE:, 1 HOUR - - � PORTLAND, OkECON � MIXED OCCUPANCY RATIO 10,283 s.f. + M-615 s.t. FLOORS AND FLOOR-CEILING`' 1 HOUR TOTAL FIXTUREL PROVIDED 2 2 2 /y� 11�3 s.f. �� _ ROOFS AND ROOF-CEILINGS 1 HOUR, SEE 602.5 n .38 .61 - .99 < 1 EXTERIOR DOORS AND WINDCWS SEF_ TABLE 5-A (SEE 603.3.2) - 1's " STAIRWAY CONSTRUCTION NONCOMBUSTIBLE (SEE 603.4) GENERAL NOTES >�-�x 1. STAFF OCCUPANCY LOAD IS BASED UPON A TOTAL OF 70 WITH EACH GENDER BEING HALF OF THE TOTAL 0(,CUPANI 1,t:0UP A-2.1 E-1 1 BASIC ALLOWABLE 1 A-2. s.f. 20,200 s.f. 2. REFER TO U.B.C. TABLE 29-A, FOOTNOTE 3 REGARDING SUBSTITUTION OF URINALS FOR WATER CLOSETS SF-PARA110N (3) SIDES x 2 x 2 MULTIPLE STORY x 2 x 2 3. FIXTURE REQUIREMENTS ARE BASED ON U.B.C. TABLE 29 -A N TRAVEL DISTANCE (E OCCUPANCY ONLY) x 1.� c TOTAL ALLOWABLE. SINGLE-STORY 54.000 s.f 121,200 s.f. ,A 24 BUILDING OCCUPANCY AND SO. FT. ACTUAL BUILDING AREA 10,283 s.f. 60,635 s.f. 0 1 �• NTS 491 MIXED OCCUPANCY RATIO 10 283 s.f. + 60,635 s.f. � 5 "J � 54, 00 s.f. 121 s.f. .1 .50 � .69 < 'I O� � 3 Pt 9 PFFICE r_ F 3 1 I I I I STORAGE I I I L��7 STO GE � I a_SIJJ 1 .{q, J S OCC HA DAR tRR s occ I z KITCHENAM LLQ STD GE F1 I Q c� COMMONS (r 236 occ. x 2 = 47.2" (4'_0^) -`' �, N OO cn 1, GYMNASIUM I M cn 4 f ±i7 Ire-- ._ _ .. r PLAN REVIEW APPROVAL w N z � IL I I I FOR COMPLIANCE WITH APPLICABLE PORTIONS OF �` 6 W Cc 1998 Oreton Stn4urN SpecwNy rade(O'.tSCI z Q LU 1999 Oreton,Med+erwcel Spat�aM Cnde(OM= J z C-0 z 4000 Oregon,Pkrnbeq Spec�eNy (OPSq ( i LU 2000 Orecpn Electrical SpaaeMy Code(0EBQ iD V - -� I W8 Ontgon Uo,form Fire Ccde(OUFC) to 1997 UBC Std 9 1(two epmkkM _ I 1997 UFC Sud 142(Ire alafmall O � � z =, PLAN REVIEW APPROVAL DOES NOT AUTHORIZE Cu'VSTRUCTION TO PRCCEED IN VIOLATION OF 0 <C y ^` '_LARAL.STATE.OR LOCAL REGLI AT1016.NOP DOES V -j CD Ir 238 occ, x 2 = 47.6" (4',f") iIEUEVE DESIGNER FROM ANY LIARIUTY OR � i c ' r.SPONSIBILITV I I it - I LOBBY _._ Ad - GW cd 65 DATE:1 �1 Oa U = � ( MENS [lOCi s occ rl Ain. ^r•1,40ANY, INC. z F_ STORAGE C z s o c i 9A . .-. -�nl fe{ LU � STORAGE g Q M + p I IA�1 5 Z Q I=- � 5 - _ e - - ----- - _ �_ - -- - W G WOMENS � ,� .2 I) G � p � Q U 10 12 (13 (14 15) (16 7 �8 1900 2 1 PR RISER UJ � � a. C%4 rn DH 1 _ -- - H 4 occ, x _ 68.0" E (_,}}] I. CLAS ROOM CLASSROOM C SSROOM -- - -- r,1 0] - --- ---- CLASSROOM CLASSROOM C SROOM iSi i IQ -1� L�L.I Fcz'tgl 1219, •^e- _ _ - 231 _ F -- - ,J Room Occ. Area OLF 01_ � OFF►CE �� _� `� J - RECEPTION E-1 152 sf 100 si occ 2 to T L y� x 2 46 7^ - CLASSROOM UFFICE Sf occ I s occ I s occ 231 x 5 19.5" Cc LA OFFICE E-1 +391 sf 100 s occ 4 I ''7 < STAFF �'' s occ s occ I I _ I OFFICE E-1 '.F6 sf 00 s occ 2 t-:J-� HALL WO_ RK RM i n 1`;; - - STAIR OFFICE F 1 2.18 sf 1 0 St occ 3 11104.1 WALL Iff l l 3l STAR, T s occ W [IIsi r " [bip� HALL ZL I CLASSROOM s occ OFFICE E-1 167 sf 100 s occ 2 OFFICE Orf ,.,; `� �• - - Lc� ] _ HEALTH E-1 166 si 1 0 s occ 2 feio (�"� �., L �' L - - WORK ROOM E-1 514 sf 100 sf ncc 6 I-- L'-- L'%1 t{ - l f C2 <- (I- �-� C GUST RESOURCE - � I �- _ I RESOURCE �'- - �, .-- -- _._. ------ STAFF ROOM E-1 485 s} 1, s occ y Y.I - 11 - M IWENT ROOM E-1 22G s( 1 0 sf occ 3 HEALTH L M _ 3� .. fral(o MDF � � cli_ ctt ,_ - 12- = 46.2", ---- -- 0 HIDO _ E- �g E CLASSROOM OFFICE RECEP t4i R s occ s occ s occ If+,:i lci�gl 0 6 issue date: 05 AUGUST 2003 c2 r' GUH < SSROOM f :.,tro71 11T14�3 s) ljr - -. � IlcizLzLeM�I s occ s occ s occ -- E"'M - [i_ -7 _ �- �, 1 ] GIRLS 8 - -- - -- - -- 0 ) I' I RR C SSROOM � ROOM {c �sT - lob number: 0321 �I3TODIAN _ � (� _ PATENT ELEC [(3T?31 Z CS R - cso - ROOM revisions: CLASSROOM I 1 y c 1 I fl i t i - i i 1 ) isl R n -�� ,;;7 a;�� MACH -_ -- -- �-i-- -- .,R tr z S) � - - i�7 ST 11 _ - ----C�Tp� �R---��s- ��--- - I�' - - ._._�-_� ,zap RSO C �r �- -- fel M GROUP G91 ( TAL c;/3 ILLIT - 's 31 c C XII -{S ELS?/ { '';1 I CORRIDOR _ ROUP 91 TOTAL OCC,/J_ = 231._. �4�.__ �. --� ✓ _ - l I n s•. l4?oFJ _ RE�. m . ... . �. � 5 �� ae I`- 0aal-- - - �D , ry _ �_ CO�Ct V � �- 1�20� UT' CUI3SROOM I-- 1 CLASSROOM BOY I 17 T -Til 7 T�TToI SM OUP C SROOM AS s CLASSROOM E._ -- - - - - - -- - -- _ - ( 21 �1z11 G :,; d..,d {i1tz1 [L T] � ��OUP T CLASSROOM , � BOYS s occ V �� �- L-�v -- - - - - ----OW =71 { _ 1 -1i W - _ - C ROOM R E LIMIT C0 #' C -- -_- -- MEDIA <-L c1SS CLASSROOM IRLS 2,51 rcr 3 -f,9. " r (1ST l �>S s occ HALL s occ BOYS s occ -s ecc _ ^^ - q s occ BOYS s o c IRLS s 4 [ 33b CCI ) - - - j.iti�;T "' �.� t d 20a3 I .l zoel I X _ X _ - i L_.. ,� - - Y - _ WOR - _- --- Z � > RESOURCE -R ! y', JJ.. , i .Iii RESOURCE 4 --- -- i - Z --- - -- - - E-{_�� 9 ��I H12a] _ �� _ CLASSROOM BROOM _ - - -- - - I STAIR --..- ✓' T_2. OFFICE _ ��� Ic1:1 STAIR �- --�• occ- Roc _ CODE STUDY" s occr -s 231 x 1.3 = 69.3" - m Oc Areo 01_F 01_ s occ s occ s occ - _ - - ----i- 7 s occ occ - CO-M-[)UT R LAB E-1 631 sf 20 s occ 32 _ I - _ - -_, - 231 x .2 = 46.2" 1 -48 ___ �... E-1 167 sl 100 s occ 2 'I '�-- --� � -- - - - - �CLASSROOM CLASSROOM ROOM WORK RM E 1 175 st 100 st occ 2 CLAS ROOM CLASSROOM C 8SROOM [cit r - _�. �' OFFI'E E-1 127 sf 10 si occ 2 file name: 032.1 0001 PH2 N --- - - 44) 15 el�_ 1 18 `1_'9) 0 (? 11 �1 2 �3 C4� 5� L� 13 C4) 15 16 1 i ��.) �. 0 2. 1 N N LOADING \ z8 FIRST FLUOR OCCUPANT LOADI �_ i a$ SBCOND FLOOR OCCUPANiT 061 o. 1 1„=40'_.0 -w-(�' 10350 SNN' LINCOLN S'TREE'T 50 40 3U 20 13 443 nn 80 70 60 til :,110c-till 10L 2-59 ,. _..rte....._.. .. . NOTICE. IF THE PRINT OR TYPE ON ANY 1 1 1 I l r III I I I I I I I III III 111 I I�' III III IIT III III IIT iTr I�1 I I r-111 1111111 I I I I S 116 1�I I�1 I�I 1 I�1'�I ISI ISI I�I I I I 1111 I S I I I I S I I I I i I e111111111 I 1111 11 ISI I II1IMAGE iS NOT AS CLEAR AS THIS NOTICE, � �� II � I � 11 iT IS DUE TO THE QUALITY OF THE _ na.ae �•-^t�sr- ORIGINAL DOCUMENT [ p1E Z 8L LL Z fZ $ 6 TL L 8T �t LT TT 9T T BTT LT Tl� �T �e L 9 4 1 it T LL I T ua II���I���� 11��11� ���� Illlll��l Ill�llll��lll�lluulullllll Illlllul lllllllu Illlhll�l��ll�ll Illll�i� IIIIIIIIIIIIIIIIIIIIIIIIII ullllll�llullllluliul IIIIIiIIIIIIIILIIIIIIIlI►1�IIIIIIIIIIII IIIII►lll llll�ll„l,lll - T11lli,ll IIII�N,I ?<u Ind 90 80 10 60 50 40 30 20 10 0 o CT) � C:) .r Cn .0 TOPOGRAPHIC SURVEY z o PORTIONS OF BLOCK 5, 6, 16, 17, AND 18 PLAT OF THE TOWN OF METZGER, LOCATED IN THE NORTHEAST 1 /4 OF SECTION 35, TOWNSHIP 1 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, CITY OF TIGARD, c WASHINGTON COUNTY, OREGON $ M SURVEYED: DECEMBER 2002 v, L, orv 1- I 0 rn 10 = \ 11 12 13 14 15 15 17 18 1g 20 21 11 3 25 1 1! -_ N s - s w 21, !0SID _ q 2 SW LOCUST STREET p M s 8 W- - - -W --W - - - "" M SCHOOL Z NE -W - 8 Vv - `._ SO - - - - -- - - - - _ �_ W ._-_- =-E_ VRSIP 1:11I NrrM HR E EN '.S --- - ' 4• U C1CK 5 2 9 It I , N44.33'03"E TRANSfOIRI �~ 18'2 >> xJ. �24� n f 24.03' �' , 04 X M Q, 2 LOPE Ac UTILITY EASEAN7 r P R DEED DOC. NO.89-x39282 8 W N. i' ,•' 1, �_ ECORDED AUG. __23i/1989 z �z Q �.� NOTES_ C f93 _ ' h �� j B 25' 25' 1. TOPOGRAPHIC INFORMATION IS BASED ON A FIELD SURVEY BY WRG DESIGN, INC. 1!' �' 6 is o ,:: IN DECEMBER 2002. � / r 6 D 10 °.. 2. ELEVATION DATUM: WASHINGTON COUNTY � R o R TRC 24 ti13t F- a N89'44'21"E a ' ., BENCHMARK: FOUND BRASS DISC SET IN CONCRETE STAMPED "OSHD" N D 10 50.07' U8 0. STAMPED: "J117 1941" r� ' LOCATION: AT THE S.W. CORNER OF A CONCRETE BOX CULVERT ON THE WEST SIDE OF HALL BLVD. 0 12 R C 16 } 100 FT. NORTH OF THE INTERSECTION OF' HALL BLVD. AND OAK ST. 3 D 10 w �tq Yl it !i 14 BENCHMARK NO: BM 36 ELEVATION: 169.00 FEET h LJ U N z I ) 12 ' D18 ) x _ 215'' -kA--CXr; _ fTr? U 16 y _ r189'34'00"I '(h,01' B1 ', i .,. r STORM DRAINAGE TABLE SANITARY SEWER TABLE J W - -- - F"� "' 2 rOR _ �. o o oHW- 3 O CATCH BASIN 23 STORM DRAINAGE MANHOLE 10. SANITARY SEWER MANHOLE RPTRENCE RIM 194.65' RIM = 207.98' RIM = 209.$2' rJ , `•- \�'��/ ° o "NO VEHICLES" LEGEND: 3 8"CONC(SE) 10"CONC(W) 8"CONC(E) 14"CONC(NW) 10"CONC(S) 8"CONC(W) ��DELTA=13'06'09" \ 1 W D 18 ° `� O - SEE STORM DRAINAGE TABLE 18"CONC(N) 12"CONC(E) FLOWLINE - 198.76' R=3$0.00' !0 - ONLY 18"CONC(S) FLOWLINE - 202.49' 1=88:90' D 18 ���' •`:: '`} '\ ' �i y -[3 Q - SEE SANITARY SEWER TABLE FLOWLINE = 186.60' ( SANITARY SEWER MANHOLE CH=NO6'D1T�1_Q E + I - STORM DRAIN MANHOLE 24 CATCH BASIN RIM - 210.97' 86.71' J OCATCH BASIN RIM = 207.05' 8"CONC(E) 3 �' t--+-a�.�r �e fes' `f" p� t' RIM = 194.98' 10"CONC(N) FLOWLINE = 200.02' WELLHEAD D 1g ^ w O - CATCH BASIN \\ / > J ; 8"CONC(W) = 191.15' SUMP = 205.60' - '� + ZOO ��' C. I Y -- -- - - SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE ;,�a p i ,.r W �. D 18 97,704 SQUARE FEET 1./ I °CO - CLEANOUT O3 CATCH BASIN 25 CATCF•' BASIN RIM = 212.28' o �- / L a �l 2.243 ACRES � RIM = 200.04' RIM = 205.16' 8"CONC(E) Q - TELEPHONE MANHOLE 12"CONC(N) 10"CONC(S) FLOWLINE - 204.81' ,;; 12"CONC(SE) SUMP t- 203.01' 1 /-- D 18 D, f 18"CONC(SW) ® SANITARY SEWER MANHOLE `�- �` °UN CD �I' - TELEPHONE RISER 18"CONC(NE) 26 STORM DRAINAGE MANHOLE RIM = 202.44' y !a - POWER RISER RCI = 204.05' 8"GONG W ,' / N,^ D 18 R 10 0� - TRANSFORMER 7 FLOWLINE = 193.79' ( ) i+( 20S __ 3 „1" 12"CONC(W) a"colvc(sE) Ev O AREA DRAIN 12"CONC(NW) FLOIALINE = 194.33' y o �f �- , [D - CABLE TV RISER W RIM = 202.61' 12"CONC(E) / 5 z"', 0 28 1 I � ® - GAS METER 10"CONC(NW) = 200.46 FLOWLINE = 197.26 U5 SANITARY SEWER MANHCLE 4� 5 RIM = 205.58' / g 1 FIRE HYDRANT ` O5 STORM DRAINAGE MANHOLE 27 CATCH BASIN 12"CONC(N) = STUB AREA OF UNKNOWN OWNERSHIP - / I. _ W VACATION DEED DOC. NO 89-33482 % RAMP n ® - WATER METER V RIM = 204.71' RIM = 206.39' 12"CONC(S) 225.2 SQUARE FEET 14/ ° / ° \ w ov 4 18"CONC(NE) 8"CONC(S) = 205.22' FLOWLINE = 199.47' / -` R 11, N 8 - WATER VALVE Q 12"CONC(NW) SUMP = 204.31' ; 10"CONC(SE) © SANITARY SEWER MANHOLE (MAPLE ST• WE.S-T� � �$ D4 SPRINKLER VALVE J N 18"CONC(SW) 28 CATCH BASIN RIM = 193.49' - t�w O X - ON! m WATER LINE EASEMENT n Cv J PER BOOK 194, PAGE 544 " GAS VALv � FLOWLINE = 198.14' RIM = 19b.68' 12"CONC(N) W - - / - RECORDEC DEC. 9, 1940 V' 29 ��N, o - MAIL BOX W C*) OIL TRAP TYPE 12"CONC(S) BIW + N O CATCH BASIN FLOWLINE = 184,10' U 1R xs o - BOLLARD Q O W RIM = 205.28' 29 01) CATCH BASIN �/ / w 18"CONC(S) RIM = 195.33' U7 SANITARY SEWER MANHOLE �" ,- Ja.- SINGLE POST SIGN � [� 18"CONC(N) 8"CONC(N) = 194.07' RIM = 182.94' / �% ------- z J F- W iL D 28 C► - F'OVVER POLE V 8"GONG{S) = 183.9Y 12"CONC(N) E - p�y1" -- UGU� WD FLOWLINE 199.03' SUMP = 193.97 12-GONG E / / NC ( ) �_ FIRE DEPTARMENT -3 - GUY ANCHOR O O STORM DRAINAGE MANHOLE FLOWLINE 175.71' 12 / / 5g3'•'j / '' t- CONNECTION / O - Z RIM = 210.12' 30 CATCH BASIN N 1; 02"E / -/ ---0 - STREET LIGHT (_n 1 10"CONC(E) RIM = 191.90' / 9 12"CONC(W) 8"CONC(N) - 190.45' 9'87 / v RAM " ® - TRAFFIC SIGNAL PULL BOX W 18"CONC(N) 8"CONCIS) = 190.28' 12 / t < y _ DI O6 ►" --OHW--- OVERHEAD WIRE 18"CONCIS) SUMP = 189.95' / j �n �9� ___ R 14 .°• T�� '/� 1 FLOWLINE = 203.08' w , --O - FENCE LINE (AS NOTED) �♦ F' 31 STORM DRAINAGE MANHOLE / -- - :'�++'- (;0 GA'Z'E - _ (, O8 CATCH BASIN RIM = 191.94. 12 �`,` O 36 35 J .�V�.. RD° ROOF DRAIN C/3 LU = / -o RIM 210.25' 8'CONC(N) �' i C' , - -- ;� FF - FINISH FLOOR 10"CONC(W) = 207.25' fi CONC(W) 0 - _ // / ;r fl -- 0p0 - SPOT ELEVATION z W Cn 1 r n / TETHERBALLi , B 1O : t f:i O IE 12"PVC = 20%.19' FLOWLINE = 189.89' a -' BURIED UTILITIES Q Q Cn 5 L DOME PLAYGROUND AREA m O 0,_0 O /� I / Y --- SS- - SANITARY SEWER LINE 5 Q = II 32 CATCH BASIN C 10 IF 12"PVC = 207.81' O ,/ C 30 Z F,. Ur RIM = '87.37' / tNGS Y %` �+" 9p -SD - - STORM DRAINAGE LINE � CATCH BASIN 8"CONC(N) = 185.59' �-- q7 z 3 ; -W-- - WATER LNE W 1"i RIM 209.67 8"CONC(S) O o o j / / PLAY STRUCTUFC < , --G- - NATURAL GAS LINE 4 i, 12"PVC(W) - 207.45' SUMP = 185.25' / H N K FE r DECit110 37yq)c OUSj~� tTj �OF1MI'� PL�1iV REVii1;J �>S�FRCVAL -E-- - ELECTRICAL LINE 12"PVC N = OBSTRUCTED STRUCTURE gPRK /�- �_�� /' FURCOmgmStrCEWITHAPPLCode(CPORTIONSOF Q / -T--- - TELEPHONE LINE 1958 Or"gon Structures Specmlry Code(OSSC� W Q � a. � t. O f� } 33 CATCH BASIN "'' F" t t2"PVC(E) 207.37 0 j -TV- - CABLE TV LINE 9NOreg Meduw,Ks�Speaeny (OMSC) � � � n RIM = 181.76' / / - M Ore n Pknnb S cb1 Code {' 12 STORM DRAINAGE MANHOLE 8"CONC(N) - 179.76' 7"39'(36'50" f 2000 Oregon Elect rral Soaaasty Cafe(OESC) W N ropon Un,torrn Fns Code(OUFC) p 93 9 i y "195 l / /32 - DECIDUOUS TREE j 9997 UBC Sid 9 1(two qx nklartt) r RIM = 210.41' 12"PVC(S) - 178.16' / '� � /�/ 12"CONC(E) SUMP 171.86' // �V ! ;• 1997 UFC Std 10.216te alarms) Hgr4�26'20'42"E - EVERGREEN TREE PLAN REVIEW APPROVAL DOES NOT ALTrHORIZE �J CONSTRUCTION TO PROCEED IN VIOLATION OF W .8"CONC(W) cc 34 CATCH BASIN 286.06 �� 187,53 SQUARE FEET �i ' / I R D 18 CONSTRUCTION STATE.OR OPRO EEE IN10 VIOLATION DOE OF s 18"CONC(W) �� RIM = 181.56' 305 ACRES - PLANTER�LANDSCAPED AREA FLOWLINE = 203,08' 12"PVC(E) = 179.14, / �g 1? RELIEVE DESICN!'R FROM ANY LIABILITY OR ��r O13 IE 12"CONC - 207.94' SUMP - 178.19' - �- RESPONSIBILITY. � /� ASPHALT SURFACE , a„ 14 IE 10"GONG - 207.91' i \ - / � v r L.N r-C� V---5 to 35 CATCH BASIN � ' (" RIM - 193 84' cP { '. ..t.:'• �_ DATE. n_3 k OIL TRAP TYPE `� f-�� / NO PARKI �r 41';; - CONCRETE SURFACE GLAIR rOMPANY, INC. 15 IE 10"GONG = 208.90' ��.• 36 CATCH BASIN i/ ��' ,k, 16 IE ,2"PVC = 209.23' 0 - �' }'. a RIM = 193.86' �H 17 IE 12"PVC = 209.55' OIL TRAP TYPE i � / Y J �,'t+ - GRAVEL SURFACE O - / _ � % COVERED AREAS 6 @ CATCH BASIN ' " f-�" j ��� 6 issue date: 05 AUGUST 2003 18 IE 6"GONG = 208.69' RIM 198.19' / \ j i y ` 19 IE 8"CONC = 209.13' OIL TRAP TYPE `� 4 / __-_- job number: 0321 I: 2® IE $"GONG 208.96' 38 CATCH BASIN GATE o -_�7! OCHAI-N LINK FENCE M ; y. RIM = 200.20' ( ° °--O O O� \ / L revisions' OIL TRAP TYPE 12 r O 0-�.�-.!� / 1 a 21 (E 8"CONCAREA DRAIN 208.49' 0 / 1 -- - __ J ___- y //, / ♦r _ -- _- -- - -- f �.•LINT.� 1..�'• CATCH BASIN { q RIM 207.98' RIM = 208.36 -n_ '-`TR D U6 X 1 - T ;p __- CHAIN LINK FE14CE - t U '� AUG 14 1-ow 1 003 SUMP - 205.33' OIL TRAP TYf E RRIC DE 12 _ - D b R ig iR C� U 10 -�-- -- '� i. fll ts;'L;G• r " /� - ���" -- - 3' Clair Com :env I1,c t3 40 CATCH BASIN I TR D 08 D 16 % ", i --_ TR J3 X2 / J JiR D it7 p ! y. RIM = 208.19' iR D OB NO PARKING b OIL TRAP TYPE / CCI PROJECT N o. 105 020 ; . 7 , SITE SURVEY 1;= S F- �� O Z THIS SURVEY WAS PREPARED BY THE CIVIL ENGINEER I I� file name: 037-1-0002-ph2 OR SURVEYOR WHOSE_ STAMP OR TITLE BLOCK APPEARS 40 .'C 0 40 ON THIS DRAWIPIr. JOB NO, TSD3039 THE SURVEY IS INCLUDED FOR THE INFORMATION OF THE CONTRACTOR. R SEL IG I'LEE/RUEDA IN NO WAY ASSUMES e e _e 1 a_ RESPCNSIBILTY FOR THE ACCURACY OF THIS SURVEY. I BOB�, I ,POULM oIAEAo�I 117221 'Q(503) 419--2500 FAX: (503) 419-26W I I MANNERS■E 113111 tt4•LANDXAPE AKHIE41S a SURVEYORS I 062 103511 SN% LINCOLN STREET 90 80 70 60 50 40 30 0 10 11111'201113-00443 8 N[Ill !i('11(N11 NOTICE IF THE PRINT OR TYPE ON ANY ( III III III III III III I I III III I I I 111'111 III fp rfRtrT1111i11 ll I�I I I I I III III III III III I I I I I I I 1111 III I�I�I 11111�I I I I I I I I I II 1111 I I I I III I I I I I I I III III V I I I I C IMAGE IS NOT AS CLEAR AS THIS NOTICE:, I 111- I--I --I�1---I_I�L14 I I I='LI I ��-_I • I I a!L __-__I ' I a�L..-.I---I_1 1I I I_1_ .�� o F 13 IT IS DUE TO THE QUALITY OF THE _ No 3e ORIGINAL DOCUMENT S T81161111411L, _9E8 t 1$ LJill G �i- �sT 8T LFmill T1911111 �T �YSTQT TT t �8 � G 9I�11111111�1111�III� 1111111 II Illlllllllililll►I IUl 11191-11 Illl� 111�111111�11,1 IIII�IIIII����11111 I��IIIII 1111II 11,1111II II►I�I►I► 111111111 II�IIIII?111111111 ll11111wl H 1111,11 Y 1 90 80 70 60 50 40 30 20 10 (' � `p N M h m Y CJ 5, Cr CV C) M c 1 IJJ z o N I Q M W w o W CO C0 °' Q I I I LO I °C A LL M I Q— cV SW LOCUST STREET _— CENTERLINE — - - - - -- — — - — — — — — — -- a — - -- _ -- — — — OF STREET EXISTING FIRE HYDRANT -EXISTING °� (ESL) UGUV (ESL) (ESL) (ESL)-_ - - - (ESL) -- -- - - - ' lhl ELECTRICAL ___--- -- I Q / __ EXISTING CONCRETE SIDEWALKS - TRANSFORMER 3 - -- -- NEW CONCRETE SIDEWALKS I � f AND CURB CUTS LO - AND CURB CUTS I n � - _ I I o a I EXISTING P VED- - PARKING A EA _-_ { I ° "z -- w 2 XWER F. RUFDA 2 Z t, + (ESL) 1 --- I , I�ORTLAND, OREGON �1 C-) I N N89'44'21"E I ( ) l --- Pt.:`.1�1 i �ti�':•`'J .�F� t;'','r it 1. o!' O I N 50.07' I F OR COMPLIANCE V07 H APPLICANI F I-':A 1 IONS of QO 1Wig Oregon 19,J8 or"gon SMeciuneicalSpxfalt r tU)MSC) i 1/�*qI1 \ 2000 Ore Plumb,nq Soeculty Cods IO+SC) I _._. __ -�`/--` t Y000 Ore Unkw al ire Ccxty Goda(OESCI I r �, W r 1997 OBC S d 9 1(fire e s r nk (OUFC) I �I 41 1997 UBC Std 9((hre epr,nklan) I N cc+ I ILU CONSTRUCTIONZTO PROCEED IN VIOLATION OF 1997PLAN REVIEW APPROVAL DOES NOT AUTHORIZE CDUJ r, - FEDERAL STATE,OR LOCALREGULATIONS.NOR DOE S I I I + cv � rJ EXI8T1k10 Bl1LDNO -TO I�AAN FOR PHABE 1 WORK I c I IT RELIEVE DESIGNER FROM ANY LIABILITY OR MAINTAIN EGRESS FROM �� u+ FOR R 1 I EXISTING BUILDING TO RESPONSI6:UTV � i 1 PUBLIC WAY CO � Cs11J �oJL_tis �OATE.1 �1 c3 I N89'34 UO E 200.01 CLAIR COMPANY, INC. 3 REFERENCE 3 FENCING f _ I °I D Ku I1 -� ONSTRUCTi01P I 01 = I 1ONLY I -- 1 EX13TWO SULDM-TO FEMAN F-0R PHAGE I WOW U °L-------------- -- _ 0 0 - o -- o -- � -------�- o - I I GENERAL NOTES r r. — - 1. SCOPE OF WORK FOR CALENDAR YEARS Y- - I _ _ R=45 - J © -�--_ �_ �_ o © �- --J ' WORK TO BE COMPLETED IN 2003 F---- ---- --- --F,'--•« \ A. BUILDING SLAB (PART OF PACKAGE III WORK) Ii(° ( B, OFFSIFE IMPROVEMENTS ALONG SW I l _ I ( = I - -- -- LINCOLN AVE. C. FIRST LIFT OF ASPHALTIC PAVING AT W PARKING AND DRIVE AREAS I t o D. ASPHALT PATCHING IN EXISTING o \ ' --NEW CONCRETE SIDEWALKS COURTYARD PLANTERS E CONCRETE CURBS IN PARKING AREAS W 10 Em 1 4 \� 6 WO ( M q � � I �- 1 I -__ -. RK T) BE COMPLETED IN 2004 �-='- �-a=� � _ A. ALL ON SITE CONCRETE WALKS, STAIRS J _- cV CLQ PATCH IN CON„ AND RAMPS CL W C-4 EXISTING PLANTER AREAS ` B 90TH OFFS1 AVE. MPROVEMENTS ALONG SW n! z ALIGN FLUSH W/ADJACENT _ — FINISHES C. ASPHALTIC PAVING ON EAST SIDE OF Z O C) , E�,���,�_ I )��FOR��I WORK BUILDING AT PLAY ARFAS .J F-- w G: EXISTING FIRE HYDRANT- / -��� 9 D. SECOND LIFT OF ASPHALTIC PAVING AT U_ = _+ TO REMAIN AS PART OF / �8 _ -- - -- -' PATCH IN ASPHALT AT - - L]C BID PACKAG' II i �Q CONCRETE SLAB REMOVAL PARKING AND DRI 'E AREAS O O Qa` - _ - ALIGN FLUSH W/ADJACENT "Co. I E. PHASE 2 SITE GRADING Q Q / O �/ R� _ _ _ FINISHES a — — — — =-- --' - ----- w - - c CONSTRUCTION 2. WG PACKAGEU O O FENCING - M',NTAIN EGRESS FROM _ RK TO BE BID FOR ^ O � = EXISTING BUILDING TO _ A. SIX E GRADING V = V PUBLIC WAY = _-- -- C.,) w O Y RO 0 B. SITE UTILITIES C/) TYP R --� - - / P01-0, 32 -1o'. __._ � - C. EROSION CONTROL CENTERLINE OF STREET '� i� _ �.. ARC-POINT OF ORIGIN j ,:' - - C STANT rt��. _--�- ■ �- �� - - D. ALL OFFSITE WORK S 5 = CUT LINE OF 4 _ _ � -- -GONG RAMP AND RETAINING ( - 0 (.� "-- I N E. ALL PAVING AND SLAB BASE COURSES W /, _ ""�� r `• EXIST PAVING _ WALLS. WALLS TO BE 810 WU / a 1 TYP CONC STAIN IN PACKAGE 1V C F. ASPHALT PAVING C) U p - 0„ T„ kJ� : rr�`� - -� -12" CONC CURB DIMENSION LI PER�EN U -- �� _ 1z,- i Q _ - ' `� " G CONCRETE PAVING AND PARKING AREA CURBS Q C� TO CEN ERL FOP STR T _ -_ EDGE H. SITE DEMOLITION AS NOTED P N m r — _ - W o -- - - - _ _ _ � -- - � I. ELECTRICAL AND IRRIGATION SLEEVING .- 1.. ... - --- -- e 12' CONC CURB } 3. PARKING LOT ROADS AND PARKING SPACES W --FUTURE PLAY AREA - ED� _-_ RELATIVEARE TOTO CENTERLINE MENSIONED IN NARCTOF LINCOLN AVE. UNLESS NnTED OTHERWISE. PERPENDICULAR ISI CURB E._EML'!TS ARE RADII FROM CENTERLINE -- ARC OF L' , ( LN AVE. UNLESS NOTED OTHERWISE W - CONSTRUCTION ----1 �- --- - I-- -RELOCATION OF (3) EXISTING EXISTING FIRE HYDRANT - == - i FENCING PORTABLES ND ASSOCIATED 4. REFER TO SHEET 1.1A FOR SUBGRADE INFORMATION TO REMAIN AS PART OF �+ O __ - L- --------_I I I - - I C A AND STAIRS BY BID PACKAGE Il i O --- t ' _ CONC RETAINNG _—_--- WHIRS R 5. REFER TO SHEET 2.01 FOR FLOOR PIAN 1 RAM:'S _.. / / 4, _ --- 5 -° G WALL _ ►D I I / ,• h � ____ - ___ __ -!-1� � - - I DIMENSIONS (ESI_) / - l r =__- - •I o = I I I -IN PAC 6. SEE CIVIL DRAWINGS FOR GRADING AND DRAINAGE 6 issue date: 05 AUGUST 2003 _ _ "' I TYP I I-•�—CONC RETAINING b / -= `�' 7 SEE CIVIL DRAWINGS FOR OFFSITE INFORMATION j • rl- - •-- - --� - WALL - TO BE BID I I ! I - job number: 0321 IN PACKAGE IV I --- 1 I I - I 8. SEE ELECTRICAL DRAWINGS FOR SLEEVING -- — _ h \ =--�_ n I T JT! revisions: IiF1 E 1 -' -- _ n -- 9. (ESL) TAG - EXISTING STREET LIGHT r u, o CI PROJECT N1�. U Li JJ ` �I ,J 1 CONSTRUCTION DEMOLITION LEGEND 69 - 0 2 0 TYP - FENCING PHASE - _ 106 - = _ --- -- �� w■ REMOVE EXISTING CONCRETE CURB RI`,rC•,LI�f�'.h �,'�.� F_ - .� ,� ,V 0ti PHASE 1 REMOVE EXISTING CHAIN LINK FENCING O -- � fe+Y'�3�1 (Y'`JrrR `.�' n: 5'-0" 5' -0° nl t V '. 5 -0 I AND ASSOCIATED CONCRETE FOOTINGS AUG 14 2':33 0 0 J `p• -._ _ t,;)< �"1 COMPLETE - _ - t" �I Clair Company,Inc. 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VE LAN ! -- - '�<n,• - - - I 8 -0 `1,, x ,, ,.,�i EXISTING CHAIN LINK O 7 0 RA L SITE P - FENCING TO REMAIN F-1 PROPOSED BUILDING FOOTPRINT J FOR BID PACKAGE II ---- PHASE I! 1 -tr R-3_- -- - X24' ( AREA OF ASPHALTIC PAVING - 6" SCHEDULE 40 PVC F-''E FOR J _ — S TYP - - - --__ �, I �, 0 20'-0 DE YARD SETS K IRRIGATION SLEEVING file name: 0321 0101 ph2 " S TYP �/1 0 I -L R=25' � � -- PROPERTY LINE .�.� ------- -2 p I 1 0 224'-4"-- --CTD. 28 OVERALL SITE PLAN / 10150 ties LINCOLN STREET /CENTER OF _ 0EXISTING CHAIN LINK- - — — NUP211113-(10443 CURB RADIUS FENCING TO REMAIN �. NEW SCWOOL .1-54 \��0_- --� c '� FOR BID PACKAGE II 1 1' 3O, (;' � I �. gd 80 70 60 50 40 30 70 10 Ei NOTICE. 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USE 4" STUDS AT GRID 8A TYPE APPLICATION - SEE FINISH - SCHEDULE) r., 5/8" GYPSUM WALL BOARD EACH SIDE (USE � =� - I I I CEMENTITIOUS BOARD AT CERAMIC TILE) Z -4" METAL STUDS AT 16" O.C. 4" METAL STUDS AT 16" O.C. < _ WATERPROOF MEMBRANE I S� r- N I k _ 5/8" GYPSUM WALL BOARD -- CHASE FOR STRUCTURAL BRACE FRAME _ ---- - 8" CONCRETE WALL_ - SEE cn DRAINAGE COMPOSITE St STEM AT I = WHERE OCCURS (SEE STRUCTURAL STRUCTURAL DRAWINGS FOR � �--FINISH MATERIAL WHERE INDICATED ON FINISH w N I a EXTERIOR WALLS ('� '/ - DRAWINGS) REINFORCING 50A SCHEDULE EA. SIDE ---THERMAL INSULATION AT EXTERIOR / / NLn 11 1/2" CONCRETE WALL - SEE ( WALLS I ---6" METAL STUDS AT 16" O.C. UNLESS I� �`+ l� I � I MUTES, �l� v p STRUCTURAL DRAWINGS FOR REINFORCING �_� , 6" METAL STUDS AT 16" O.C. I f'�/_ I I MUTED OTHERWISE N ~ _ � 16' METAL STUDS AT 16"O.c. ` I I 1 WALL TYPE 50 I c TYPICAL AND IS THE DEFAULT 1 ---a CONCRETE BLACK WALL - SEE THERMAL INSULATION WALL TYPE UNLESS NOTED OTHERWISE. 1 500 3 1/2" METAL STUDS Al 16"O.c. (pp STRUCTURAL DRAWINGS FOR GROUTING '- I BUILDING PAPER OVER GYPSUM 55A 5/8" GYPSUM WALL BOARD UBC 16.1-1 2 SEE SHEET 0.1 CODE STUDY FOR 1-HOUR RATED 411111 i AND REINFORCING ^�- WALL LOCATIONS. STUD WALLS AND GYPSUM SHEATHING 4 5/8" GYPSUM WALL BOARD 02� l � BOARD TO EXTEND TO BOTTOM OF METAL DECK AT `x � I I 7/8" METAL_ SUBGIRTS - INSTALL 1-HOUR RATED WALL LOCATIONS. _ THERMAL INSULATION AT WALL TYPE 500 ^^1 ( I HORIZONTALLY 3. STUD WALLS AND GYPSUM BOARD TO EXTEND TO�_Kj �-METAL SIDING (SEE ELEVATIONS FOR INSOLATION OLOCATIONS.LDECK 4T SOUND BATT SEE PLAN___- TYPE) INSTALL W/ FLUTES VERTICAL - n WALL TYPE `i0 - 6" ME"iAL STUDS ETAL n 7 L TYPE 251 WALL TYPE 55 _ 34WALL_ :`�-_aE 50_ WALL TYPE 50C - 810"MMETAL.�STUDDS WALL TYP E 500 WALL TYPE 500A - 3" METAL STUDS WALT- I YP E 02 WALL TYPE 402A - 10" CMU WALL W/4" - J5 SIM. - GYP. BD. ONE SIDE ONLY 50(� 402 METAL STUDS (DEL -- - - S(_UNU BATT INSULATION WHERE INDICATED ���f/ 10" � nT FINISH MATERIAL WHERE INDICATED ON � � SPACE FOR STRUCTURAL BRACED FRAME 2 V X VIER L. RU L 51/2 FINISH SCHEDULE I I i I WHERE OCCURS(REFER TO STRUCTURAL 2 403A i - 5 $" GYPSUM WALLBOARD / J DRAWINGS) �� 1 / I/ f --THERMAL INSULATION �'. � � I (CEMENTITIUUS BOARD AT CERAMIC WALL I J --- 4" METAL STUDS AT 16" O.C. UNLESS NOTED �, P RTI_ ND, OR GON � TYPE APPLICATION - SEE FINISH / OTHERWISE - - -- WATERPROOF MEMBRANE l19 1 I SCHEDULE) --- 8" CONCRETE WALL - SEE I - - I DRAINAGE COMPOSITE SYSTEM AT �• -WALL CARPET \�.� I _ STRUCTURAL DRAWINGS FOR � 5/8" GYPSUM WALL BOARD (CEMENTITIUUS [, EXTERIOR WALLS l ' S/8" PLYWOQD I 6" METAL STUDS AT 16" O.C. UNLESS REINFORCING S 5I I BOARD AT CERAMIC WALL TILE APPLICATION. NOTED OTHERWISE C56� -- SEE FINISH SCHEDULE) I 10" CONCRETE WALL - SEE 403 �' 6" METAL STUDS AT 16" O.C. 8�2 1 1/2" METAL FURRING AT 16"o.c. I �i I STRUCTURAL DRAWINGS FOR - THERMAL_ INSULATION I FINISFI MATERIAL WHERE INDICATED ON = 1 -�� rINISH SCHEDULE EA. SIDE REINFORCING 8" CONCRETE BLOCK WALL - SEE I '-� I BUILDING PAPER OVtR GYPSUM STRUCTURAL DRAWINGS FOR GROUTING SHEATHING 1 1/2" METAL FURRING AT 16"O.c I^/1 I \ I I I 5/8" GYPSUM WALL BOARD SEE FLOOR AND REINFORCING _ GYPSUM WALL BO..,tD I -FLAT METAL PANEL SIDING 5/8' G ^� tiJ I I SEE NOTESHEET 0.1 CODE STUDY FOR 1-HOUR 1 1/2" RIGID INSULATION -,., UBC 16.1-1 RATED WALL LOCATIONS. STUD WALLS AND ' I I GYPSUM BOARD TO EXTEND TO BOTTOM OF" FT METAL LOCATIONS.K AT i-HOUR RATED WALL I 3 3 TYPE 501 WALL TYPE 403 WALL T1 PE 252 WALL TYPE 252A - 8" METAL STUDS 56 "BALI_ TYPE 56 51 WALL TYPE 51 &WALL 4 3 WALL TYPE 403A - 10" CMU WALL AND 4" MTL STUDS 2 5 - FINISH MATERIAL WHERE INDICATED ON FINISH SCHEDULE 1 1%2" 1" nr Zoon 81 --- 5/8" GYPSUM WALLBOARD 11 1,12" 11" (� - _ LEMENTITIOUS BOARD AT CERAMIC _ TYPE APPLICATION - SEE FINISH FINISH MATERIAL WHERE INDICATED ON FINISH SOUND BA17 INSULATION WHERE INDICATED I,✓�I I SCHEDULE) SCHEDULE i-1 - FINISH MATERIAL WHERE INDICATED ON -- 4" METAL STUDS AT 16" O.C. =' - 5/8" GYPSUM WALLBOARD (CEMENTITIUUS I 7 FINISH SCHEDULE � I I` I � BOARD AT CERAMIC WALL TYPE APPLICATION - I 5/8" GYPSUM WALL 30ARD (CEMENTITIUUS W WATERPROOF MEMBRANE I / SEE FINISH SCHEDULE) Lam.- BOARD AT CERAMIC WALL TILE APPLICATION. � - --• 5/8" GYPSUM WALL BOARD I I -"� - S 52 - SEE FINISH SCHEC'ULE) W --- DRAINAGE COMPOSITE SYSTEM AT (CEMENTT?IOUs BOARD AT CERAMIC WALL I r I 6" METAL STUDS AT 16" O.C. UNLES5 NOTED {` ��.. EXTERIOR WALLS TILE APPLICATIONS) --� I 6" MFTAL STUDS AT 16' O.C. UNLESS '' OTHERWISE 52A 4" METAL 'CH' STUDS AT 16" O C. U 11 1/2" CONCRETE WALL - SEE l NOTED OTHERWISE I _ I 4 404 — 7/8" FURRING CHANNELS AT 16" O.C. r�� THERMAL INSULATION AT EXTERIOR WALLS 52B � -SOUND ATTENUATION BLANKET M 4 STRUCTURAL DRAWINGS FOR I l �..� - REINFORCING tai- THERMAL INSULATION 200 I ( C-4 LM 7- -8" CONCRETE BLOCK WALL - SEE -- '�. 1" FIRE RATED SHAFT LINER C 1 r. d STRUCTURAL DRAWINGS FOR GROUTING 253 -BUILDING PAPER OVER GYPSUM GYPSUM SHEATHING �7 6" METAL STUDS AT 16"O.c. -/ SHEATH'NG (�00 �,-�� I O AND REINFORCING �� J I '� I I BUILDING PAPER AT EXTERIOR WALL LOCATIONS I FINISH NIATERIAL WHERE INDICATED ON FINISH W cV = 00 i; � � SCHEDULE Cr. O Z w 5/8" GYPSUM WALL BOARD I 6" METAL STUDS AT 16" O.C. I I I - - 1 1/2" AIRSPACE (1" AIRSPACE AT WALLTYPE I ��, � J z (W7 Z �,. _ THERMAL INSULATION I 5/8" PLYWOOD I ('�� I FLAT METAL PANEL SIDING FLUTES (`� j 4" N O `—' oma 4" NOMINAL MASONRY VENEER NOTE. WALL CARPET STUD WALLS AND GYPSUM BOARD TO EXTEND O C/) p z SEE PLAN TO BOTTOM OF METAL DECK AT 1-HOUR RATED d rC Q C WALL LOCATIONS. / 1 J � WALL TYPE 25..3 WALL TYPE C- 2O0 WALL TYPE 200.1 - 1" AIRSPACE WALL TYPE 52 WALL TYPE 52A - 6" METAL STUDS V4 C � 502 WALL_ TYPE 502 &04ALL. TYPE 404 �� � ' 00 WALL TYPE 2006 - 8" METAL STUDS gy_ WALL TYPE 526 - 10" METAL STUr15 C.) C/) � I= 2 SEISMIC JOINT 3 W C� _SEE FLOOR PLAID _ _, � Q M - FINISH MATERIP'_ WHERE INDICATED ON FINISH SCHEDULE I -�� I 5 F— LD 5 I lf� W ~ Cn � 5/8" GYPSUM WALLBOARD C7 (CEMENTITIOUS BOARD AT CERAMIC WALL c- Q < a- -�_-� III / � TYPE APPLICATION - SEE FINISH - �/ SCHEDULE) J NTHERMAL INSULATION 4" METAL STUDS A 16' O.C. UNLESS L1J O / NOTED OTHERWISE S 53 '- 8" CONCRETE BLOCK WALL WITH / 777 405 DAMPPROOFING -- SEE STRUCTURAL I CHASE FOR STRUCTURAL BRACE FRAME -- I w DRAWINGS FOR GROUTING AND (SEE STRUCTURAL DRAWINGS) I �� Lo REINFORCING 6" METAL. STUDS NOTED OTHERWISEAT tfi" O.C. UNLESS 6" METAL STUDS AT 16'o.c. N 8" CONCRETE BLOCK WALL - SEE 201 W/SOUND BATTS W 1 -----6" METAL_ STUDS AT 16"o.c. STRUCTURAL DRAWINGS FOR GROUTING �� -� THERMAL INSULATION 4" METAL STUDS AT i THROUGH ALLOW AND REINFORCING 01 I ` CABINETS TO RUN THROUGH -BUILDING PAPER OVER GYPSUM -��� BUn GING PAPE? OVFR GYPSUM SHEATHING I -1 I SHEATHING BOARD GYPSUM WALL lam` I 7/8" METAL SUBGIRTS - INSTALL �= I HORIZONTALLY - --1 1/2" AIRSPACE 6" METAL STUDS AT 16'o.c. (EXTERIOR r~ �- 1 1 j2.- WALL ABOVE) 6 issue date: 05 AUGUST 2Guo 6 METAL SIDING (SEE ELEVATIONS FOR TYPE) INSTALL W/FLUTES VERTICAL \_4" NOMINAL MASONRY VENEER 6" METAL STUD WALL AT 16"o.c. (BRACE job number: 0321 BACK TO MAIN WALL) revisions: WAl_ L TYPE 400 WAI I TYPE 201 WALL TYPE 201A - Z 1/2" METAL STUDS WALL_ TYPE 53 WALL 1-YPE 4-05 400 - 201 — 53 rri PRO,IFOT No. - FINISH MATERIAL WHERE INDICATED ON FINISH SCHEDULE /r---5/8" GYPSUM WALL BOARD 5/8" GYPSUM WALLBOARD — /� THERMAL INSULATION I II TYPEEAPPLICATION US ARDSEE AT FERAHI� WALL - 5/8" GYPSUM WALL BOARD EACH SIDE (USE -1 1/2" NIETAL FURRING AT 16"o.c. I 1.�� 1 I I I - CEMENTITIUUS BOARD AT CERAMIC TILE) / I SCHEDULE) - 6 METAL STUDS AT 16' O.C. ' f � _ -6" V=IAL STUDS AT 16" O.0 WALL TYPES 5/8" GYPSUM WALL BOARD (CEMENTITIOUS _ --6" METAL STUDS AT 16" O.C. UNLESS 54 7 -----8" CONCRETE BLOCK WALL WITH 401 I BOARD AT CERAMIC WALL TYPE APPLICATION - I `��� NOTED OTHERWISE FINISH MATERIAL WHERE INDICATED ON FINISH 2 I DAMPPROOFING - SEE STRUCTURAL SEE FINISH SCHEDULE I / I SCHEDULE EA. SIDE I DRAWINGS FOR GROUTING AND Ot $" CONCRETE BLOCK WALL - SEE I �``/ -THERMAL INSULATION REINFORCING - -6" METAL STUDS AT 16"o.c. STRUCTURAL DRAWINGS FOR GROUTING I KJ I BUILDING PAPER OVER (.'YPSUM - 1112" METAL FURRING CHANNELS AT 16"o.c. 406}- - AND REINFORCING � SHENTHING BUILDING PAPER OVER GYPSUM 250 1 \ SHEATHING I FINISH MATERIAL WHERE INDICATED iN -HORI7/8"ZONTALLY SUBGIRTS - INSTALL F R OMPLIANPLAN FC;ENf14APPLICABLE PORTIONS ORTI NSOF file name: 0321-02003 _ I FINISH SCHEDULE I l II _ HORIZONTALLY I II 0 CO -7/8" METAL SUBGIRTS - INSTALL 1990 Oregon Structural Specialty Cato((BBC) HORIZONTALLY / I \-- ---METAL SIDING SEE ELEVATIONS FUR 1999 Oregon Mumbingal Spsctalty Dade((MSC) ( 2(100 Or.gon Plumbing Soecblty,Cab((PSC) �\ I TYPE) INSTALL W/ FLUTES VERTICAL 2000 Omrlun Electncal Specialty Code(OESC) �--�-METAL SIDING (SEE ELEVATIONS FOR Igq?UBC1948 UndamEveCade((UFC) TYPE) INSTALL W/FLUTES VERTICAL 1997 UBC Std 9 1(fire ewarrnsli 1ir97 UFC So i0-211,re elarn�sl P(P.N REVIEW APPROVAL DOES NOT AUTHORIZE n �/ t ()NSTRUCTION TO PROCEED IN VIOLATION OF I I W:' iI IPE .J 4 gELAEVET TE ORI�Xa REGULATIONS.NOR DOES I WA[ l TYPE 4"U I WALL TYPE 401A - 3" METAL FURRING STUDS WAI__L TYPE 250 DESIGNER FROM ANY LIABILITY OR VVA1 HYPE 40� 250 `I - — X01 2203 CYC -�. E 5 DATE 1�3J�3 1113511 SNN 11NIFOLN STREET �`I r :_T ^�},��^Ny 1�.►r 90 80 70 60 50 40 30 20 111'1'20113-004-13 111'2 0113-0 44-1Dl. 7_S�1 10 6 NOTICE. IF THE PRINT OR TYPE ON ANY If1(r III III I I I I I I III IIIIII III I I III III III III III III III I I III III III III III III III I I III III III III III III III III III III I I III III I I I I I I I I i III VIII III IMAGE IS NOT AS CLEAR AS THIS NOTICE l I I-11--I--I--I= -I_ I I � I I 14I. L..._.I I.�1_.-I_ I 16 I IL_ �-- _I -I gl L. I-- 11� I _I�1� 36 IT IS DUE TO THE QUALITY OF THE _T 111 N" ORIGINAL DOCUMENT ( �E 8rG 9G 1',ci, til � et 8I L� 9�[ �t �6t SI ��t 11 �I �tI18 8 9- IIIII1IJ-11 IIIIIIIIIIII�Illllllilllllll illllllllillll�illlill�l Illl�illllllllillll ILII IIIIIIIII IIIIIIIII�IIIIIIIII IIIIIIIII ILII ILII I1111111!�lill iUu.11llil!Iilllll�IIII ILII I�����111Wi1�11 �11lllllil I I1111I11 ►III�K1� i s. 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ALL CORNER DIMENSIONS FROM GRID LINE TO F.O. MASONRY 6 N e , 9,_9 , 12" _ nl 50C I ARE 1'-5" UNLESS NOTED OTHERWISE >� I 6 issue date: 05 AUGUST 2303 0 _ `� I 2. GRID LINES ARE CENTERLINE OF STEEL COLUMN UNLESS NOTED I 0p I `� i - `� SPR RISER STORAGE t'-1 p OTHERWISE job number: 0321 Y s l 1 17 i At18 ��A117 revisions: SECTOR A `T --- -- — - _ _ - - -- - ( _ _ ---+ _. --- - ------ - - -- -- - -- ---- -- - - - - - _-SECTOR A �� 44 O . I 5'-4° 2� r a� aam err �� rd�. r � �� !• �. dd� s �. w ,rdr_ ... �. der dta� �. � .� eaa� ddea= dddrr✓a �e �. SECTOR B SEE SHEET 2I 1 200 © 120111 1 SECTOR B - SEE SHEET 2.1B 18'-8 u 18 -2' I 1 18'-2" 6'-6" 4' -7" I CCI PROJECT No. \� 5'-3" 7'-11" CLEAR �— -------- - - 3'-4' J444 6' -8,__ SLAM R _VIE�1 APPROVAL A 58 0\) LEGEND FOR COMPLIANCE WITH APPLICABLE ORTTKM OF 1998 Oregon Structural Specialty Code(OSSC) . 4 6,2 92 98 1998 Oregon Mechanical Specialty Code(OMSCI GYMNASIUM/ ELECTRICAL AND PLUMBING PENETRATION LOCATIONS ARE 2000 Oregon Plumbing Speaelty(,oda(OPSC) 5.4 5.2 COMMONS �, „ DIMENSIONED FROM THE FACE OF WALL OR GRID LINE 20W Oregon Electncel Specialty Cade(OESC) 4 _ 5'-"4 UNLESS NOTED OTHERWISE. SEE FLOOR PLANS FOR 1997 URCStd 9111 (firP rite �UFC) PLUMBING FIXTURE AND ELECTRICAL RACEWAY LOCATIONS 1997 UFC SId IN2(Ire alarmat PIAN REVIEW APPROVAL DOES NOT AUTHORIZE 1NSTRUC11pN TO PROCEED IN VIOLATION OF • ELECTRICAL FLOOR PENETRATIONS rC1ERAL.STATE OgIOCALREGULAnONS.NOF1DOES I RELIEVE DESIGNER FROM ANY LIABILITY OR L +tSPONSIBILITY. PLUMBING PENETRATIONS A � CrLN r� ES DATE �OLII 3 FIRST FLOOR FLAN U V FLUOR SINK CLAIR COMPANY, INC. - SECTOR A )� a FLOOR DRAIN '+ 0 FLOOR CLEANOUT © GREASE TRAP a HOT/COLD WATER B C file name: 0321-0201A m WASTE LINE N N 48 FIRST FLOOR PLAN - SECTOR A KEY PLAN �. A 1/81, 1,,1 TS 2slA 90 80 70 60 50 40 30 7) lasso s%%' 1.INc•c>'I v s'r1t�.c . 1311112003-00443 NFW 5(•11(101, NOTICE IF THE PRINT OR TYPE ON ANY Alf III III III III III I I III III III I�I�III III 111 '1( Ill Ili illl 1111111 III�III III III III III I�jIIIII III III 1111111 III III 11h11111 I(1�III IfhIIIIII (II III III III III III I I �` 2 1 C IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I 1 I � _\_I _I u1._\I � 4 l 1 �1 _.__I��_ I • I--I_!.l_ -I_\--\gL ' 1 I 1 V � 1 L 13 IT IS DUE TO THE QUALITY OF THE N034 e• -- 1. 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RUEOA CLASSROOM I CLASSROOM �, I CLASSROOM 19 118 I C11 0 COL I 1 cv 100 OPP. o i � PORTLAND, OREGON . 43 - HAND II - " 7.1 Ic O v O� , SIM I 50C 4 1 II I CLASSROOM N Q o r II n ® N I le 12'-7" 19'-2 1/2" 12'-7" le 11 0 200 ( 201 f _ _ _ _- -�, S` 200 6'_0 + I N 49 19 -� i I 1a I I�--_�I 1 _-0" -1 1 s _ - -- - - o - -- ----- --�- - _i c,,e c,1a c,2o c,z, -- - - L 20o Ir- __ -11 2 ., B. 4" cn7 Z" 12'-0" 12'-C' 3'-3 p STA1R p - 200 ,e 201 c� ,' 501 2'-2 1/2° BELOW - -- o I 5'-7" S'-7" 96 - J RESOURCE RM 3 I o T o 2.4 J c 228 r (,z9 50C , a� C�L�ASSROOM I _00C ( I CLASSROOM B® IRR c„3 UST G®S I RR I - I I. ---- - 5e -- - Q - __00 - " I I I 5oc s G1R S RR - z.a Sion GRO110 II I CLA;SROOM _ ` I + S I BTI ( SOA S 10'-0 1/2" I i I I 1 9 tl COL iO 51 s RR CORRIDOR i I N � SOC S 55A BELOW v - _ I v I I " I ° - - I 1n ctu cn� ,n I ------ --- ® I { I - N 1'-1(1 1/2" N i� W - -- - - - _ d . . IC 4' 0" I �- r, 5�', S L � ..� .` .� — — — — .� .� J S 50A N I � RC i - a- -- - - - -----_-_ _- --_ - 50C -- -- - CORRIDORI RESOURCE E RM _.. 1'-11" 3'-5" s 3'-� 50c s I I R'® I I ® I 201 N W .n 4 _ ———- -- - -- n ' - -- --- -- -- 1 e ---( 5� 50C S 6,3 I I 50A S ('- — -- — --- — —CN 50A S— — -- — 5 50A I 50C S iv I I I I i N _ -- o N �_ 4 M 1 - n I - N - - --- - - ]I + 102 104 ,o r 10 t -- --- --- I o - N I _ t rn C �) S5A BELOW :r�_ LAJ C/3 I I - ',r 1 50C S �� I � N I io �,, z � � ISM. I I 10'-0 1/2" 5oA I I I I z C) o 51 s I 50A s I soA S I ,3 11 I CLASSROOM I co I 78 J I— w .. I —EQ_-- LQ• I I I T c1 0 - �� v Cc I 5s BELOW SSROOM j BOYS RR GIRLS I R I CLASSROOM I BOYS RR Q C1 n C'n O I - I = ac a O --------- - I i L _J W) U O Lu 501 F3ELOW I - -._--- _-- + - � 17 d ---- C4 � L o 50C S 0 I ,z4 — ;n I I V CJI 1 _. _�.- �. S 50A � 7,1 Cr Cr = V -7" V R®URCE RM �' -�" 98 — — — c'� 0 o C 2 — - - 24 5 73 o r f 9 -5 1/2 12'-0" 12'-0" --. --ox F-- 1 . n - X [;Fr,R0 IAL II II _ FUR COMPLIANCE WITH APPLICABLE PCFATIONSOF Q W 6,C 'I' I 3'-3' 8'-4" 1E 1999 Or"yon Structural SP-culty Coda(OSSC) CD j -'--' -- C,IJ ir1 C10a C10a CI°7 C1°B 1L- - re Soacialty Code(OMSC) Q I' � - - --- ---- — - _ _ _._- _� _-- -- �_..-.^ _ - � - -- _. 1.4 �Orxgon Plumbing SoacK'.� ale IOPSC) _ _ --II 24'I — 200 201 �, -----0_- -- - - _ _ -- —- "• - -_--.— ---- � Z Oregon E tncal Specialty Code(OEsc) � V 20°0 0 lec pec y 19Wt O n Unif xm Fire Coda(OUFC) 2 _. - - I N IF- - -11 I }a 200 -- -- ----- ____-___ _ - - 11 19 I�`-'--11 1991 UB Std 9 1(hre epnnplerta Q (� o ASSROOM n 1997 UFC Std 142(Inc alarmal W I , I s -0 1 1 1' U� IC - _ PLAN REVIEW APPROVAL DOES NOT AUTHOR17E p 6'-0" . 16 12'-T' --- SOC 18'-6 1/2 �12'-7"_ I. , 1 1 19 II 200 CONSTRUCTION TO PROCEED IN VIOLATION OF N m O _'-- �t p .4 FEDERAL.SIATE,ORIOCJ+LREOUTAT,ONS.NORDOES W � I � re .1 - 200 I 201 S 200 II I 1 17 RELIEVE DESIGNER FROM ANY LIABILITY OR r-- 0 1O co / II in - RESPONSIBILITY. N 42 t = -- - _ = I I I By G-L.tJ � E 5 _DATE: N CLAIR COMPANY, INC. Va GENERAL NOTES CLASSROOM I c' co I CLASSROOM CLASSROOM 7'1 00 ,7 oo I C10 I C107 42 132 + �j I 1 ALL L r.3 DIMENSIONS FROM GRID LINE TO F.U. MASONRY o I I I ih 54 4z 200 o ,a w ARE ,��DS .CESS NOTED OTHERWISE NLINES ARE CENTERLINE OF STEEL COLUMN UNLESS NOTED Qb)� — — — ----.. OTHERWISE o I I I I N 200 I ,7 ,7 r ----- 6 issue date: 05 AUGUST 2003 jI 7s I 15'-0" 101 0 LEGEND job number: 0321 I I _ 13'-4" 15'-11" ELECTRICAL AND PLUMBING PENETRATION LOCATIONS ARE -------_ � .- -_— reV1810r18 -- -- - - - __ _ 1'- 1" DIMENSIONED FROM THE FACE OF WALL OR GRID LINE - _ -- - --- - - - - - — -- - UNLESS NOTED OTHERWISE. SEEFLOORPLANS FOR 17 00 �� I I 'S 201 `-11 I 00 15 200 201 15 I v-17 I 17 I I PLUMBING FIXTURE AND ELECTRICAL RAC WAY LOCATIONS ' S.t • ELECTRICAL FLOOR PENETRATIONS CCI 13'-4" I4t_0 11'-4" I 1I3'-4" 4'-0" 115'-4" 4I 01, t d �I �(�n,lE=(;T r,l�. - - - - — ,3 -4 10 J ' - 0 � {� 3'-4" 3'-4" 3'-4" 1'-11 n I IIA FLOOR DRAIN 73 7.1 1 � 3 1003 �I IM �I 93 45 93 73 65 SIM 95 1 .1 6.2 7,1 7 � u IM 1 6.3 6,z A 7 FIRST FLOOR PLAN �5 14'-0" 15'-11" 15'-Oa 30'-8" 15'-0" 15'-11" 14'-3" 15'-1" 31'-2" 26'.-8" 91,1 SECTOR C i� �2 13 1� 53 15 16 1 7) 18 19 B C rl file name: 0321-0201 C 6; N N �48FIRST FLOOR PLAN — SECTOR C KEY PLAN ' 2.1 C 1/t3" - 1'-O" NTS28 1111511 S11' IAN(YN.N STREET 90 80 70 60 50 40 30 20 Bt l'2003-00443 8 NE11'Sl'I100I. ill-59 NOTICE: THE PRINT OR'YPE ON ANY ( Ilr III ill III 111 Ili I I III III Ill I I Ill III II.I riT 111 Ilr 111 1 1 III 111 III III III Ilr Ilrll I III III III 111!11 II I I I I III III III 1 I III III 1111111 III III ill I I Not -I-� I sl I ._ IMAGE IS NOT AS CLEAR AS tHl8 NOTICE, I I IT 18 DUE TO THE QUALITY OF THE - —I- I -- -- No 36 40 ORIGINAL DUCUMENt - — ----- to liIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIII F11i,111111 lllllllll 1JIIIIII llll�llll Ill�lJ)}�Il� 9 ,e LUlllu�il�iitii� � ' l - — f 1 1 90 70 60 610 40 30 20 10 0 cn rn m N k C IC'7 In Z Ln R W M w I > o Q v t— N 1 58 LL N 4 62 N o 6q �- Q ►- 04 �. 4 5'-0" 15'-0" \"f1/ T_ _ o _ 20'-0" 6 7� I>< �k_120'-0" g 1 4 10'-4" 0 a 4--0" 20'-0"_ �j Q a 0 z U 4 , Z 20 0- I � 1 j v I f U -,1 ,Y 2 1 94 I 2 s,s I XAVIER E. RUEDA �, x I ` 3 y. (A}--�--___. —_- 1 J, PORTLAND, OPEGON I - - -- - - -_ --- -- 6.2 — — `�' C C) I M } M I G I I 3 46 J '" 96 3 + 7.; 6 � J I PLC,N REVICV1 A1"!*pr,0' %L On COMPLIANCE WITH APPLICABLE PORTIONS OF �S I I I 99 Oren SNunwsl Specialty Coda(o3sc) 1999 Ofegon yood%mgl Spwigity Coda(()Mso SB )�) 7.j 2000 Or„(pn Plumbmg Spewlty Coda(()PSC) tNa G. Uniform Fire(;oda(OUFC) 3(� 2000 Oregon Electncal Spew"y Cod„(OESC) 6.3 I 199r ueC Sid 9 1 OW41 sprnklerW O (_ 252 199/UFC SIA 10-2(fire alarms) ABOVE 2S0 PLAN REVIEW APPROVAL DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOLATION OF �• FEDERAL.STATE ORL(K'ALREGULAT04S NOR DOES 1""� IT RELIEVE DESIGNER FROM ANY LIABILITY OR Z -_-" ---" ,1 I � RESPONSIBILITY. DATE7 w l 250 ( I ~-~- CLAIR COMPANY, NC. �' 'y3 M UJt 3 i 4 - 0 I I I I _" -' - - - 4 F.O.M. M ` I I0-4 a_ W (:h v� `j 1 78 r COMMONS6.1 7,1 - at ILD I oo _ I OPEN TO z I J BELOW O gg cc O Q - GYMNASIUM V/� r•-- 25 A 1 8 z N I I 2\5J0 I I OPEN TO Q W I BELOW co (z CD CDj- - I Cly CD '— � '� _ 50A s I �- C--) LC/) I 402 48 Ln �i Y $ F) h j o 5,5 I I I-- > r I 7,1 :5 Q 61 Z Q = wJ F'O'M. F— C-)252 ABOVE W ~ C l'O�S C-0 Lo <Q in 95 1 11., 200 402 5,5 J Lo6.1 C] N � 406 —SUNSHADE W �.q� '�� I ! --- - ABOVE - W SEE 6 MECNANIOAL I L -' OPEN TO _-- - 7,87.1 -- w w c BELOW 252 ABOVE Cls]C �5or�- — J _�- -- --, 95 B (50A) 6.1 32 ~-----.__ F.U.M. r--I OPEN rO OPEN TO I I200 g — BELOW BELOW 1 1.14 g0i), 6 issue date: 05 AUGUST 2003 OPEN TO 1 I BELOW job number: 0321 revisions: I I I - -- (--� . o OPEN TO 201 CCI PRO,JFC.;T No. UJ BELOW �'_ I I 50C - ti ABOVE I ._ 069 - 020 1 OPEN TO OPEN TO I 200 ® 29 ^ ® E'EI_C W BELOW SECTOR A MAN now��EE SHEaa.•ET"722 mw aa� � r� area serer meow, W a� aeaea air aea�— ear � meal aara a' eae� �" eraa �� e� �� ae� erg era e� ee� erase nr� �� eee� eraan eie� eee� ear �� eta w aee� eee� ete�a earl SECTOR B - S 226 I SUNSHA I I I I i SECTOR 9 - 9EE SHEEP 2.20 1 JJJ ABOVE G SEE 9 E0. EO L 7.2 1 /4 3,-4, r-3 ' � 5'-7-J Eo. Ea•2, _ _- -, 1 a GENERAL NOTE C� 4 58 92 98 1. ALL CORNER DIMFNSIONS FROM GRID LINE TO E.O MASONRY 6,2 S 4 5 ARE 1'-5" UNLE:S". NOTED OTHERWISE q , SECOND FLOOR PLAN GYMNASIUM/ 2. GRID LINES ARE CENTERLINE OF STEEL COLUMN UNLESS NOTED COMMONS 01HERWISE SECTOR A (D i B C file name: 0321.0202A N f� r48 SECOND FLOOR PLAN - SECTOR KEY PLAN 1 202A 1011511 S\1 I.IN( ()1.1 S'I RIA. 1 I 90 80 70 60 50 40 30 70 lit t ['200 c 110443 8 I j 5y 1 NOTICE. IF THE F RINT OR TYF E ON ANY I l r III++i r III III III+I I I I! III III I r III III r l Tj l III III I I I I f I III III III ti- II III III I I III III III I I III III III I I I l f I I. III III III III III III III III I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, _I_ I i _I I I 1 I I J I I 1 I I C _(_! (/yt J j oL)-� ITIS DUE TO THE QUALITY OF THE — NO-34 ?-- ORIGINAL DOCUMENT S Z 13Z LZ 9Z 9TZ 61Z S1Z I �Z TZ U 8 131 LFil f►T 9�T 4i St 7T tt T 8 L e 9 "Lill I E Z T�,�ue Iill ulllul ll►I II►I IIIIII IIIIIIIII IIIIIIIIIIu1jIIluIII�IIjIu�III�IIu!IIIIIIIIII IUII III IIII�'11IIIIIII��III�IIIIIIIIII'111111 q!, IIIIIIIII IIII IIII (IIIIIIu IIIIIIIII�u�u iu�«<�uI►Ilii�,iill�uu �>ii ��li «�uT1I 90 80 70 SQ 50 40 30 20 10 0 N M r- 00 1b cV Z O V Q N I M zC;) UJC � ^ 1 w q Q v N I S O In .'#., N I I II g ; II 4 - - - - -- V ^ter. tea■ ra �� ��_ �--r_-- SECTOR A SEE SHEET 2.2A -- - SETOR A SEE SHEET 2..2.A "'a" "a"" Malawi .� � VISION OWNED r_ r .� r_ r_ Means Malawi Meansdealer 8 G SECTOR B. I �r 95Ln J' ' w 1j OVIER E. RUf DA 1 5.2 �'3 00 7.2 t PORTLAND, OREGON 3� o L WN 3 9 5.3 rJ -F-- SUNSHADE I I 3L 1 47 ABOVE - I � p 5,1 Ln ' J1 ® SEE 8 J w N 5.4 P I in y r 14'-0" I 45 i HALL 6.3 j OPEN TO 45 BELOW 2'-a' 95 6.1 — U � I ,� I - •, __-___ - a 3.3 S,5 200 3 J io I r I 3 — \ N 4 " in Ja 1 I .o I STAFF 232 0 4R IN am 1 c r. 3 OPEN 10 32 I BELOW 34 250 98 --- - Z ' 7A rF 1= I I N t7'-1' 4 V 4 I C` f ;8 6'�-3 S 3 _ Q �..J N CV co E( EQ5'-94° 6'_3�" W CD CL C I I I I z p LLJ LO p --.,� _ ©J J9 I 1 I ---- I I I -- � _ J51 = -- -� o - I 251 U-1 O p T —_ i 4 •� � Z Q 38 $3 25 LOBBY + I 2C7 ~ C~J CJS CL 7,2 p OPEN M - EEI OWTO w C~/7 - itCU _ CD of 750 25^2 I 55 — -- W ~ C Y 98 PLAN REL 1E%V APPROVAL Q FOR COMPLIANCE WII,IAPPLICABLE PORTIONS OF W OV — -- -- �— 6.3 19W Oregon Structural Specialty Code(OSSC) � � In p 'tom o' SOA 1999 Oregon Mechanical Spacial rods(OMSq CV m 250 Specialty 2000 On.gon Plumbing Specialty Code(Ot'SC) W O nro `— -9" 6,43" 5'-9" _. _ _ 2000 O mv-m Electnal Specialty Cote(OESC) twM Uniform Fire Croda(OUFC) (f) _ .�� `�'II ± _._ ' ('" 1f 7 Uk1C'Sid 9 1 (fire flprmk*M) 3'—1 3'—1 r' — 1 1997 UFC Sld t(i-2(fire q nrtrls) 1 j7 15 I �i 17 1 I W MEDIA " I I t"-^N REVIEW APQR(h'4l DOES N07 AUTHOR 7F I 1.1 i " 1 f„TRUCThON TO PROCEED IN VIOLATI(V „ ' .t:°.ALRF(AJ ATIONS NOH," " 1 ca I f �Tr'F '` ;^SEH FROM ANY LIABILIT'. A ' 4 OPEN TO , v io •] I 10'• 2j° 6'-11" 35 4 III I I I 40 I +o I BELOW I / � X, GIN Goll 3 n, r t of)1103 W - u 0 40 ff io v J8 J8 JB J8 6 Issue date: 05 AUGUST 2003 .— w 250 , l I I _ I l — - -- - --.---__1 , job number: 0321 i. — - - _ l:ENERAL NO"TES 1. ALL CORNER DIMENSIONS FROM GRID LINE TO F.O. MASONRY CCI PROJECT No. ARE 1'-5" UNLESS NOTED OTHERWISE lit5 _90 6'-3" 5'-9" 6'-3° 5'_9° 6'_3" 5'-9" bh_3,r 5._90 c 6 - 020 GRID LINES ARE CENTERLINE OF STEEL COLUMN UNLESS NOTEC r` OTHERWISE 5'-10" 12' 0° 12'-0" I 17' U" 12'-0" 12'-0" 15' &' 14'_5" Nip 38'-11" I 24 (q 95 78 0�0 5.3 5.3 7 ;2 X47 74,72 6 3 A 7 SECOND FLOOR PLAN SECTOR B B C, file name: 0321-02028 N N 4a SECOND FLOOR PLAN SECTOR B ' KEY PLAN. i 10350 til% I,iNi ol,N q!REE'1 2m2B 90 80 '70 60 50 40 30 20 HU P2003-00443 8 ;VN:N1 ~(11(101, 12-5 NOTICE. IF THE PRINT OR TYPE ON ANY r I I III III III III III III i I III I I III I i (I 1 f�( f l"i I I f I l I l III I I I c ( III f I l III III III III III"I I f t. I I III III III III III V I I I III I�I (I I III III IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ I_I I I I � 14� I I � I 6I • L I I .� I_$� �0� I 11� I I J a4A_ �� �C�O 5 IT IS DUE TO THF QUALITY OF THE _ _ N"1e ORIGINAL DOCUMENT �o I - NIIIIIIII�IIIIIIIII�IIIII!II�IIIIIIII�IIIIIIN�I�I�IIIIIIIII�IIELIN�IIIIIIIII�IIIIIIII�IIIIIIII��IIIIIII�IIIIIIIIIIIIIIIII�IIIIIIII�INIIIIII�IHIIIIIIIII�IIII�IIII��II�IIIIIIiII�IIIIIIII�NII�HII�IIII�IIii�lltl�'l�!III�llDlllll�lllll�� e 11111I�tIillNll ....... ...... .. .,.. __.... ,...r 90 BO 70 60 50 40 30 20 to 11 NM I- m c" K z C) C W ~ � N O M 0 J w i MLAJ ! LW C> Q � I N N M O V o'� N - N F-- 1 f 1 _ 45 93 t4' 73 53 6S 95 6.2 7.1 7,1 71 6,3 6.2 • 0 1 2) 1 3� " 1 4 15� 16 (1 7 19 21 00 �► 15'-11" 15 -0 >U H" 15'-0 31'-2" - - --16, 8r, W,IW - 73 x „ 7,1SIM 13'--4" 4'-0' 11'-4" 1S'--4" 4 -0 15'-4" 3 - 4'-0 13 4' 1 11 252 201 252 200 201 252 a l 17 17 15 I 17 17 15 <8> 15 17 1 PI .__ 200 d _0 200 7S J 15'-0" b i I I 5,4 HAND 17 252 17 p - -- _ 2 2 _ --- - ---- - — I XAVIER E. RUEDA J � t � 1 M O I .� N CLASSROOM CLASSROOM n !+ CLASSROOM i 18 5 s o PORTLAND, OREGON I II C 18 C^t9 ILCI - N OPP. 5,4 1 l HAND t 1 I 252 iO 9�G O��G 4 3 c, 7.1 I 252 1 I c� CLASSROOM I N r N 1s I Is 0 4 17 I S 200 I I c 2s 48 W 50C `O I I I - �0� 6.3 1'-' 1" 6'-0 250 -- _ _ t t9 I 6'-0 252 1s 200 __ - _ __ �' --- --- --- - - _ - -- -- „ (or- —�� I (C2 czle c210 C 22o c22t - - --- I 8 -4" - �00 252 0 Q9 17RESOURCE RM I IJ STAIR ,s I .I �_ ---------- 9 - — — — ---- - -_ .__ - --- -- - - -- - - — 3 ---— v 5'-7,r 'Iy 5,-�0 _ -- i - ® - t o O 2� I C 228 (Cn� 50C rn 18 250 j HI-LO ,_ 50C S I II S 50A - 7 n n t - u U jl I d r - -- —+k- _ 221 — D±;02M1YS -,»-- - CLASSROOM 1 7 F C2ASSRUOMr 252CUSTODIAN _ �� -^{ O / 1 GIRL RR50C s I (®S RR- 7 5oa s75a CLASSROOM 251 c2o, (5oA SM. GROUP L r �a s CORkIDOR 2.4 229 cl-Col_ ` 0215 0222 � N 50A S 400 II ! t 51 5 R z 1 a I -- - I s z II O J I 6,3 I I li 1 d G�IZN (c21n czi5i 2t2 t i I ---- N - - -- - -- - - ILU s 5oA I, N ; RESOURCE R M N 50C S �, 50C S I --- - I 3,-5„ CORRIDOR US 3,-5" �n c22s i c a ------ - - u.� _J 50C S j l 50A S /rte, ! 50C S N I II1 i - - - _- 203 �I N 4 N - . u � WAS .•�•. �'�A I to ----- I N F --- -- _ - - - - - - - a 1 -- - ---- -- _-- SM. GROUP 5oA I N p w IF I - o t 51 s soa s I czos 1 205 50p s c232 CLASSROOM cl co N �a C C__ i 30 a I CD DN I ! I --- Lo. EQ. I I BOYS RR I 5 Q p cm Z LA czoa R E�_=-� GIRLS RR CLASSROOM c2 7 I CLASSROOM ( BOYS czoa I o� / I - <1>7 ------ W Q w - --- - - - ---- - — - I -- -- -- V Lc) o� - 252 ' � h— L — — — — - I HI--LO I n ��"' 73 73 d H- I — c) — SOC S o I — SOC S z21 251 253 l _ 6 — — DF J ,i S 50A 5� (� 7.1 G,2 C -- /_ — u u MM I ---- ,7� -- -- - �� - - — — OX 5 t ) 5 I 73 C 1 I --- RESOURCE RM - STAIR -- - - �r 6.2 .0 - ---- r- _- i rzl �L2>1 ® - -- -- 200 252 io W 1"�'. pOj ]C C7 1, C208 0207 z --- _. -- — _ _ _ _._ PLAN REVIEW APPROVAL � U - 1 FOR COMPLIANCE WITH APPLICABLF PORTKWOF W Q 17 19 -- --_ 1998 Orayon Structural Speasky Cods(OSSC) I 252 1s `Co 250 - I CLASSROOM I 6'-0" t'-t 1" 1es>yo, ��1 Coe"coMsp JLO C_ (� _1N2100). �pwdMly __ .-_ ` 49 19 --- -- - --- C2 1 2090 Oroyon Plumbing Softy Cods(OPSC] LO (-- I } co gpp O�eqo�Umfam Frye Cods(0t1fC) O O 2000 Oregon Electnc 11 Specialty Cods fOESp W N �� \� 18 dj " 13 17 S 255 I io 1D I i V1 AN REBVIEtW APPROVAL IwW DOES NOT AUTHORIZE 1997 UFC Std 10-2(tire aiarm9l I 251 _ ONSTRUCTION TO PROCEFD IN V101�1TION OF -- W N 25?. I 252 I I I N 'iFUEVE DESIGNER FROM ANY LIABILITY OR co N �F,�RAI STATE.nRLO(:4�REGULARONS.NORCOES A ' 55 u 1 -- , _ u — ! _ .SPONSIBILITY. u r n 3 . r'- 5 4 I cI C0' I - ; 1 1 17 5 17 i 252 o I CrL-N �(-w-1r3_ ' 1' DATE t 31 03 UJ CLASSROOM j _ CLASSROOM CLASSROOM 43 4J ! C210 o C209 II - C 008 i i� 18 1 200 o is cO iA __- - _- 6 200 N N 200 I 1 0 ,7 i 6 issue date: 05 AUGUST 2003 of 75 252 1 t 5'-0" _ 201 job number: 0321 0 13'-4" 15'-it" i I i -- ----- - revisions: Q '0 15 Q ` - Q 0 Q Q GENERAL NOTES CCI PROJECT No. I 252 2011 1 252 ,7 200 15 5„ 201 ty i1 1 252 1 ,7 1. 13'-4" 4'-0" 1 1'-4" I I Y � I I I ARE A�L CORNER•DIMNOTEDNOTHERWISES FROM RID LINE TO F.O. MASONRY '� � � C� - 02 0 13'-4' 4'-W. 15 -4 4 -0 —13_-4 4" 3'-4° r1'-11" I 2. GRID LIKES ARE CENTERLINE OF STEEL COLUMN UNLESS NOTED II 1 OTHERWISE J rte; w 1 73 7,1 wl IM 93 \ 45 93 73 65 SIM 95 r 7.1 ;/ 6.2 7.1 7.1 6.3 6.2 SECOND FLOOR PLAN 7 `°�` SIM A 7 o qj 14'-0" 15'-11" 15'-0" 30'-8 15'-0" 15 11 14'-3" - -1`' 1 - -- - 31'-2" -- 26'-f3" SECTOR C h' - - - (10 1 � 13� 141 58 15 1F� 17 B C file name: 03210202C N J 48 SECOND FLOOR PLAN - SECTOR KEY PLAN 2.20 1/8„ - I o" .—_ --_-- - NT 202C- 1113;50 S%% 1AN('01.N S'I'I F'F l' 90 80 10 60 50 40 30 �0 131112003-00443 Ei NEW SCH001, 13-59 NOTICE: IF THE PRINT OR TYPE ON ANY I l r Ill III III III I I I I I I I I Ill III i 1111 III IIT TT' 111 111 111 1 1111 111 III 111 111 111 Ill I I I I 1111 I I I I I I l l 111 111 I ! Ill III III 1!1'111 I h 11! III 11! III 111 I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I I I� I I I I _ I I I 161 I^ I --) �f I I I I �I I I I , I I �QL I �( '>` �j� �OO 5 IT IS DUE TO THE QUALITY OF THE _ _ _ No.3e - r?� ORIGINAL DOCUMENT 11il, G 8 �G.I t1ll�ll1llllllllullll I!Il�lll l�ll! III IIII�IIII llll�llll llll�llll IIII�III�IIII�II IIJII!�IIII Illllllu I III�Illl IIIWlll 1ll11 lll I II l�II 1111 III I u N 90 60 70 60 50 40 30 20 10 0 It "' M "8) M m z CN eq. Q C = CJ O M 50AO S ----- - Icrz r I L. I S �• I M �� wr1 y� 4S —� � �_�'w" , 104'-D 4 1 Z (10) --I-_ ; �' ; SIN. FLR. RR 50A S - o 1 - I 3'- CN 7" � � S 50A 18" =I i IS �i o 0 -� ��c _ T up , Iv 200 501 BELOW --- E"' I ---N - �a) I o I 50A I DD I F - C:/'7 C`14 I- 1 - 50C S 'J'�'- -- - - !3. BELOW 00 a, CN 1 MACHINE ROOM � p HtAiaL 61 6 - - S 5OC 56 BELOW 18" D;"EP SUMP W/ STEEL (400), 6A r22 RR A105 PLAN N GRATE COVER. SEE NOTES. a RR 50C S I/4 I O I LINE OF ELEVATOR CAB 11 01 --- - - N c I I ;1e 56 BELOW 51 S • 52 RR B110 PLAN I '' ELEVATOR 1 - __ 1 c 0� I 552.4 1/4" _. 1263 I ' BELOW v o RR -- 2 V XAVIER 1. RUEDA �.. -_ --� I - -------- R o - 1�✓ 1 I c 8 (8A� _ S 5oA "' 7 M c1' PORTLAND, OREGON 01 1' 2.. o, SLOPE PIT FLOOR 1/8' FT.--+/ �0 I - - - - TO SUMP T_4" T-2 1/2" - � O k - _ -- -- C-4 N E # - ACCESS LADDER SEE DETAIL 1r - NOTES: - i 1 REFER TO ELEVATOR SPECIFICATIONS FOR ALL EQUIPMENT BLOCHOUTS *r- AND REQUIREMENTS FOR GENERAL CONTRACTOR TO COORDINATE II II I 91 omu102'•-0" �S(5DOA ^------ j 2 REFER TO ELECTRICAL DRAWINGS FOR LIGHTS AND SWITCH, OUTLET II 6.3 FIN. FLR. . C AND LIGHTING LOCATIONS , " �----}-__� E - ----- ! 3. REFER TO STRUCTURAL DRAWINGS FOR ELEVATOR PIT WALLS, I FOUNDATIONS AND WALL REINFORCING 4. REFER TO MECHANICAL DRAWINGS FOR ELEVATOR PIT SUMP PUMP 5. SUMP TRATE TO BE INSTALLED F,-USH WITH FLOOR OF PIT. PROVIDE --- _ - (2)2"x2"x1/4"x18"L STEEL ANGLE SUPPORTS ATTACHED TO SUMP WALLS o ._r= � S 50A WITH (2)1/2" DIA.x4" PARABOLTS 4" FROM EACH END OF ANGLES. (4) EQUAL RISERS— "' SOA RR 3 ; 3 AND (3) 11" TREADS I t t _ �, 944 RR B127, ELEVATOR E-�1 PLAN N 74 HALL B114 RAMP PLAN � (P' � uP LOBBY o �- �F--I PLANT REVX"'I APPROVAL - I 2.4 1/4 0 1/4' = 1 ® I 2.4 n104'-0' N 0., F OR COMPLIANCE WITH APPLICABLE PORTN)NS Of d-•,. r 1998 Oregon Structural SFPcieity Code(OSSC) FIN. FLR. --- I999()re n Mellon cal Sner;raky Code(OMSW 4000 Oro,pn Ph,mbuq Specralry Cods(t)PSC) 2000 Orerpn Electncel S00I Cod»(()ESC) : ' $ 51 1990 Onwn Uniform Fire Coda(OUFC) 61 1f19i UBC Sid 9.1(fire sPrnkiars) 1991 UrC Sid 6.3 I PLAN REVIEW IAPP0-2 IROVAire L�DOES NOT AUTHORIZE --z._ CONSTRUCTION TO PROCEED IN VIOLATION ' FEDERAL.STATE.ORLOCAL R[GL)LATIONS NOR DOES � '� 1 5 2-?" IT RELIEVE DESIGNER FROM ANY LIABILITY OR + .+ESPONSIHILITY 4'--4" 5'-5" 7'-9" 12'-1" 5'-5" 4'-4" - W t w - - --- - 102'-G' � ,�---- •,�------- � � � � Gt..N X00. F3 ---DArF I�l�l�03 a-- a 5" I " " 5" 12" FIN, FLR. �� CSI nln -e-%- ..r. r.lY. 1►�tr ' 2'-8" 1'-7" 2'-9" 1' 7 2--8" co AT 2A'D - 3' 0" )'- r9A) / 9 I i S SOA I 50C 528 FLOC.t SHAFT 50C S '� 50A S 5 0" 1 I --C - --- - - - — W -- -------------- ------ ------ - - o r55�, LOBBY A113 STAIR PLANN 25 RR B116; RR B117 PLAN 44 I - II - �A 114 -- N ,/4., - t' n,. -- -- � a -� AT 2ND � � t?i r/) z s 5oC FLOOR BOYS CUSTODIAL I CO zo � Ct12 / [113 i w z w -- - "' AT 2ND - --- A` J W z 52A FLOOR SHAFT 4'-g" _ 2'-0" 6'-2" O U � � S 56A AT 2ND 52A SM GROUP GIRLS .��� - /2" O 5'-11 1 � � FLOOR SHAFT —: 5G L)S / 5_0" X. C/) Q S 50A t r " CLEAR' a•is" �s J w Co o RR ;p " "Co 52A ALL L2ND FNOORHAFT ^ CCD ----- 404 v♦ ---- 6 1/2" t 14 / I / 6 t 2' - ;n }-- -- 0) - - - -- C/) w ---- - -- --- - _ --- --- _ - - - R _ _ I E a71 ' 5 -- 5 Z w I I � I ---J o a o -- - 5-0" 5'-0" 5'-0" _ n `�` 4'-10" C I- C� CLEAR ' _ y ^ S SOA` - o W I- 7' 121-11, CLEAR R S 50C S 50A S 50A S SOC n rBLEAR - _ _ F I1 Q W Q n Cl- J �- Ln N` s 5cA -- GIRLS i 50A r"�, J - - � 9 6 BOYS C112; RR [114, GIRLS 0116 PLAN ' S D -= - - `j' °° 2.4 BOYS C-913: RR 0214; GIRLS C216 SIMILAR , N � - W m -I _ — I MENS CWC 50A 19'-10" _ 914. LINE OF WALL Al 2ND FLOOR - " 5'-0" S 50C S 50A S 50C g'_O' WALL TYPE 52A ON I i 6 CLEAR CLEAR 3 SIDES OF SHAFT �, -- - - --I-F H - { S 6 issue date: 05 AUGUST 2003 528 `-- N , I I � I - T ® 50A I I• AT 2ND S 50A A�11 5 I I - - — � W EN 5 50C � - --- - -— I ) lob number: 032. - - R HA FL00 S0 N ® Yrevisions: 1 6w)0 1/2" 1CD 1 - I - I 6 1/2" — --- �� - --- Ln - 0Cc --_ - T� CCI PROJECT X10. x' 69 I _ I _Cq C14 1 \ i v, �' - 02 0 S S 5UA -- } r., 50A S - BOYS ! SM GROUP GIRLS D " 1 S 51 • = o S 50A [127 12 - L io v H - - � ® 1 rtoa ct�5 � BUY- � I f I I - - - 1 J 'n S 50A �kL N _ - _ --- ' FY>' e _ " -�-_---�- AT 2ND o (11 - - , C®_ r, --�-� 50C S N --CLEAR 4'-10" of SOA :f FLOOR �r I 5'..q' FD 7 0 _ H I , - - - I - = __ W) — - _ _ ENLARGED FLOOR PLANS Eli- ____ - --a -- --t--- — Ln S 50A 2'-8" 1'-7" I S 50C t' 1" 2'-8" - �50A S R I - I I I I - --_- - -I-^ _ W 00 `4 — —5- 41 I 5" ---- -4" 5'-5" 2' 9" 14' 4" 9" 5'-5" 4'-4" cZv 1 ,,' g^ 5'-3 1/4" 2'_1" -- -1 - - --- -- -- , -- G I �- _ -- II 201 �I II S 50A� — I I I CLEAR I file name: 0,121 0204 14 (1 es) (19) N N se BOYS_ C103; GIRLS 0105 PLAN 58 GIRLS C_ 125, RR C126; BOYS 0127 PLAN 28 _ DIENS A114; WOMENS A115 PLAN204 2.4 1/'1" - 1' -()" BOYS 0204; GIRLS C206 SIMILAR 2.4 I/4" = 1' 0" GIRLS C225; BOYS C227 SIMILAR —2 4 1/4" = 1'- h" \. _ luz5o ti%%' �.iNt'oLN smaEElr I3UP2(1(Li-00443 y 90 yo 70 60 txf 40 30 zcl NENN'sc"ooi, NOTICE IF THE PRINT OR TYPE ON ANY (1.,1.111t11l1111 .111111!111111 If 11111111111111 T 1�i11II TTTI�I�"flirT I(IIT 1 I(III(1 I(Ih111111111 1(1111(1(!11(1 1(IIIjI f(Iji�l I(Ilf�Il(III(I 1�I I(I t(!II(I I(f(I�I'I(IIII!'111�I�I� �j ��O C IMAGE IS NOT AS CLEAR AS THIS NOTICE I 1� _ I �-- � - dl -- -� ��-- - 11- 1131 - -I -�1---- I 8�- I--�--1 ---L �1-- - I- 11�---I- 90 80 70 60 50 40 30 20 10 0 C M M N r- CO GENERAL NOTES ROOF PLAN LEGEND KF(NC;TF' � o z Ln T I ROOF DRAIN AND SCUPPER TYPE i SEF_ DETAIL X/XX 3 1. GRID LINES NOT PERPENDICULAR OR PARALLEL TO THE 6. PROVIDE CCNTINUOUS STUD BACKING IN STUD WALLS AS 10. THE 'M' DESIGANTION REFERS TO MECHANICAL UNITS �� METAL ROOF �� u SOUTH PROPERTY LINE ARE AT A 5 DEGREE CLOCKWISE REQUIRED FOR ROOF TERMINATION BAP ATTACHMENT WITH OR PENETRATIONS, COORDINAIE All PENETRATIONS WITH 9) HOOF DRAIN AND SCUPPER I'IPE 2 'TEE DETAIL X/XX ANGLE REQUIRED PASHENFSS SPACED AT 12' O.C. MAX. GENERAL MFCHANICAI AND FLFCTRICAI- DRAWINGS. rr AUILT I" ROOF - SLOPE 3/8" PER FOOT �J w `") CONTRACTOR TO COORDINATE WOPY WITH OTHER TRADES TO L� ~ 2. FOR TYPICAL SCUPPERS AND ROOF DRAINS, SEE LEGEND PROVIDE A SEALINT JOINT BETWFcN TERMINATION BAR AND 11 ELEVATIONS ASSUME A MAIN FLOOR LEVEL OF 100'-0'. }) ROOF DRAIN AND SCUPPER TYPE 3 ;EE DETAIL X/XX, F01' Z THIS SHEET OTHER TRADES. HIGH POINT ELEVATIONS ARE MEASURED TO TOP OF TAPERED SUNSHADE/CAN��PY - SEE SHEET 7.8 FOR SIM - SEE DETAIL XjXX FOR SCUPPER INSULATION CRICKET. ROOF INSULATION TO BE R-19 AND ENLARGED PIANS a v 3 FOR TYPICAL ROOF ACCESS HATCHES - SEE DETAILS e GUTTER SYSTEM - SEE DETAILS 15/7 4, 76/74, AND 293/7.4 W 7 FOR TYPICAL ROOF SUMP SEE DETAIL XX/XX AN ASSUMED THICKNESS OF 3`. CRICKET VALLEYS TO HAVE (-"""� TAPERED INSULATION CRICKET - SLOPE 1/4" + � / 1r XX/XX. PROVIDE 4' WIDE WALK PAD AROUND PERIMETER, A MIN. CROSS-SLOPE OF 1/4" PER FOOT. L__J PER FOOT U.N.O. REFER TO SHEEIS 7.8 AND 7 9 FOR GCTTERS Al CANOPIES z M OF ALL HATCHES 8. FOR TYPICAL MECHANICAL CURBS AND PENETRATIONS 4' WIDE ROOF WALK PAD MEMBRANE SEE DETAILS XX/XX 12, REFER TO STRUCTURAL ROOF FRAMING PLANS FOR 3"(P GALVANIZED ELECTRICAL METALLIC TUBING W, 24 go 8' WIDE WALK PAD AT SERVICE SIDE OF 4 SEE LEGEND THIS SHEET FOR ROOFING TYPES. BOTTOM OF METAL DECK HEIGHTS / GALVANIZED SHEET METAL TRANSITION Tip CUTTER `EE DETAILS N MECHANICAL UNITS S. ALL ROOFTOP EQUIPMENT WILL REQUIRE COLLATERAL X/XX 5. SEISMICALLY ANCHOR ALL ROOF EQUIPMENT TO CURBS PENETRATION FLASHING FOR CONDUIT AND/OR PIPING. NOT , -TOP OF TAPERED INSTIL CRICKET 1 1 AND PROVIDE ALL UNDER DECK REINFORCING BLOCKING TO ALL PENETRATIONS ARE SHOWN ON THIS PLAN. REFER TO Yxx" O LEADER BOX AND 3"m 24 go GALVANIZED SHEET METAL I PERPERLY ANCHOR CURBS, ETC. THE MECHANICAL AND ELECTRICAL. DRAWINGS AND a DOWNSPOUT TO SPLASH BLOCK ON LOWER ROOF - SEE DETAILS SPECIFICATIONS FOR LOCATIONS AND QUANT!',IES AND OTHER X/XX PENETRATION INFORMATION NOT SHOWN ON 1HIS PLAN. 3"0 24 go GALVANIZED SHEET MFTAL DOWNSPOUT To SPLASH 7 BLOCK ON LOWER ROOF - SEE DETAILS XIXX i I n SHLLi Yll , DOWNSPOUT FROM ] A C �J DORMER i0 LOWER ROOF 48 62 4[� ROOF ".CCCSS LAUUtH ° 7 1 88 5 6 7 8 SUNSHALL SILL SHEET 7.8. LETTER INDICATES SUNSHADE 10 i 7.1 3L HJ `\ TYPE. 6.3 1b _ (0) 1 7.1 „ CANOPY - SEE SHEET 7.8, LETTER INDICATES CANOPY TYPE, 9 , i I2 ) ROOF SEISMIC JOINT I 13 MECHANICAL SCREEN--SEE DETAILS X/XX, X/X% 4 ., METAL ROOF 2 I �. i - 1 2 V u I I Is METAL ROOF AT CLERESTORY ALTERNATE i XAVIER E. RUEDA A '10-P. 125.00' ' I 1e ROOF ACCESS HATCH PORTLAND, OREGON 00 T.U.SCREEN 125.00' 3 SIM 1 I I � 1 I 98 r T. -_ M , M� F rIM r�` � ,e 9e � OM TYP 23 Mo I i 23 58 ------ 7,4 i T 7.4 . f 71 e r / 7.4 SIM a ._____ 1 _ FOR r I I j ry 7 36 - -- - 14 ' '.4 7 + e l -- r. I 1YF 5 i l \.( 3 ) C7 O TYP 36 ��� s �- 3 REFERENCE I 3 92 78 I I 7.4 ONLY l CANOPY _. � 86 BELOW I co 0 32 4,01 1 ori � `36 a 7.4 7.4 I 14 oo0co , f � 92 /r I B i N� i O Q 6.1 ' 36 ' 95 1 74e r �ti___ N I 2 ABOVE I ~� '�` I e S 88 COVERED g 7.4 i ,A O 3 n s 4,01 PLAY ROOF I `"I BELOW, L�..�I 95 _ �i ♦ � a / - 6.1 4 V 1OA O I I 4 L= 7 y�� l cNJ CNJ v _ 32 12 - 1 i 6.3 45 LU N tz o C 6.2 - ---- -•-- - -- -- --- -- ----- - ---- '�f cc d w J F- LU Z T - >AT CANOPY -�- 1 7" - - O A G 3'_0. - �`- _ ..:.. I 119 -- BELOW C 12 13 14) 73 93 1�5 93 1 �) 73 7� �8 19) 0� 21 p 1oc 47 ABOVE ,OB 4 1 7.1 7,1 7.1 T7.1 O C= Z 1 tic SI SIM , 4 I f!3 4 6.1 ESO 1'-7 1 4 53 65 95 � d = Q - _ lJ 4!� 6 - �F 6 1 1 -- 7,1 6,3 6,z cap c 58 e - ~- I T.O.P. 131.00' p 7,1 - uA 1'-7" = 12� ,I .� C'1 f-" - - - - - - - - _1 -7" __ _ 1N v� 5 H- J _ �/ 58 `� I I I &H. 116.50' 58 1 i , I i CIO � t2 ---OAT CANOPY �-� AT CANOPY 45 r T 0 P 118 33' , I ---- - - - - - J z Z F- `� 2 f �,y - 5 - - - - , , , - 4 W C/) � 1 16 et tt -- A CANOPY � � I i i I I LINE OF OVERHANG ,OE \� l;; / j BELOW N 98 48 43 ' I 11E _] P , 92 78 ABOVE F. �. �,. I 1 Q 7.1 6.3 7.1 1G H C7 5 6.1 7.1 - 'r-- .W °- I I I s I LLJ O 123.50' MO I t"a ux r C 17. 9' \ - -- i I i L W Q `L 4 e I I I I I I ~ Ln 0 -- _� -_ t M W ~ o m 110 M AT CANOPY 5 ��)AT CANOPY MO r x " ' o �� i i �I IS i I - S I I I �' T J e 58 IB ^'X ^`i r IN W 7,2 MO o- I i I i - i 0 8 y M 2 - to i _ i / V .O P. 12500 - 12 f < - co , 4 � - ti 1 i ,5 I J- R I- UU 3a Is°J -- 4 1 1 ----- ---- ----- ----- RIDGE N s ) ` RIpCE I -1-- 86 PARTIAL ROOF PLAN 7'` + _ ------- -___ _ M E _. __ ---- M -� 11 04' 1 M .? -L_ I 99 4' -L-CT +.U 1CU so:a' Y om.` ,... 1 x0.00 1[9.69- I , I 73 6 issue date: 05 AUGUST 2003 6 �_ __. 4 35 -OV , \� 71 6 job number: 0321 1 BUILDING LINE 'J � 7.4 117,28• �'- � TYP I , , �,; ,4 BUILDING LINE - I ' reVISIOnS: 97 BELOW RIDGE BELOW _ - I - 1 --97 PROJECT No, IOG 2 R 61 7 + `�� 7 7.4 i i P I ' / I y 0 2 0 . . Mn� _ f I -- -_ 1 0 6 -- - _- - Z T- 1ve _ ri s b -- 2 -��- T.O.P, 11 .;3' 7 3 - l� f I . 2 1 i i i OD 53 , 1 71 - i I I I I � I I I (C C1 ! __ - -- - I -- ,- - -- -- - -- --- - -- - -- ---------- ROOF PLAN -- -- - T. P. 131Ao I 7 1' 7' VA 1 1 f a ""�• �. A 54 24 44 64 1 73 1 1 Ei t+ Q 6.1 7.2 7.2 7,2 7.2 �' 7'1 SIM PLAN 11EVIrtV APPRCAVAL 38 `1 i _ On COMPLIANCE WITH APPLICABLE PORTIONS OF '--t i 1998 Orew 5tnxhm+l Specialty Cods(OSSC) 7.4 4 7 45 y3 45 A93 73 65 95 1999 Oreu.M Mechanical Soeael Cad•(GMSC) 21100 Orennn Plumt„n ti Code(OPSC) SIM 1998 C1 n Uniform Fire Cafe(OUFC) file name: 0321-0401 6.1 h,3 7.16.2 7.1 7.1 I 6.3 OP 6 2 2OM O�rsw9Mnn Elerancal snsc,alty Cnde(OESC) IM 1997,_18C.Std 9.1(fire spnnMlarf) 5 4 ' - (D3 �� 0 12 15 04 ' 1 5 16 17 18 1 9 0 21 1"91 UFU Sid 10-2;tire warrm) 1 2 4 5 6 8 ( 9 ) TAN REVIEW APPROVAL DOESNOT AUTHORIZE _ �•-/ UC ON TO ROCEED N NOTATION OF ; 50 10 30 20 10 0 M 90 80 70 60 z C7 N N C 6 cn O p w ^ Z It C2 rg P,A 6 2 B l 6 I t-_ 6 G �{ 6 1 P )po U 5 t t �A N Y 1 Vj %r _ N II III{ 1 133'-2 1/2 B.Q. DECK AT RIDGE 1 127'-10" - B.O. JOIST I' y 125' 3 1/ 2 c, �t 25'_0.' - 6 0 DECK - V __ '_.-�'.'iz_�______���r._. ..-r..-.,_. - {III AT GRID - T.0 PARAPFI - - _ 1 18' 4 I' T.O. PARAPET 04 _0" ❑ ❑ ► 102'-0'• FINISH FLOOR FINISH FLOOR SEE 73/5.2 k s2 DIVEST ELEVATION - _ XAVIER L RUEDA CPA AORTLAND, OREGON y 4e OF p� 42 58 6.3 6. FOR ' I 3 REFERENCE [ i y-, 127'-10" _ - I; ONLY �-125'-0",, -- T.O. PARAPET �ni To .0. COLUMN-- I - - T.O. CANOPY I 104'-0�FINISH FLOOR 102'-0" FINISH FLOOR ISFF 9H.,�5.5 -------------- - --- ----—---- --- W W r64 NORTH ELEVATION _ — a cn 5. 1 1/16" = C-u" J C m 4 M M Wcam.) cn zzo Q w Z oZD � o 73 95 92 98 = a = Q 6.2 _ 6.1 6.1 6.2 - Q w C B ci Z X W1 ! S F? c � (M L �J G � �.ED �' �`� � CD ►�- i- U w cc - 5 F-- CD -131 -0" -- _ - ]2 DICK is F- - 1.0. PARAPET _-" _ _ 0 5 -_ _ - { . - - -- ------ - --- T.0. SCREEN a _ -- ,--- - _ - — - _q� m 14$-0" 1 _ _ - - _ _ - - _-_ r y _ FIN. FLR. - -_ 104' 0" - - -- FINIrS'H FLO 100'-0" --- _ __.--- - -- - - - fV 'RVFINISH FLOOR _ � SEE '!B/5.4 SEE 98/5.5— 66 UJ EAST ELEVATION - 6 issue date: 05 AUGUST 2003 job number: 0321 6 PLAN ?EVlLW APPf3*0`JAL r Ori COMPLIANCE WITH APPLICABLE PORTIONS OF revisions: 1998 Oregon Slrwturel Swielty Code(OSSC) 1999 Ore gaiMachan cel$oaCrelty Cafe 1011 2000 Oreuon PlurnMng SaxoeNY Cafe(OPSC) (�r n y 20000+egonElectrMelSperieNyCadeIOESCI CCI F��' OJEU f No. 1998 Oregon Ur0orm Fire Coda(1�UFC) -1 69 + O O 1997 UBC 51d 9 1(fire nprmklMu ) 1997 UFC SIA 10.2 Itue Ain,") Pt AN REVIEW APPROVAL DOES NOT AUTHORIZE 66 95 r� 4/ 45 48 45 rJSTRtJCT1ON TO PROCEED IN VIOLATION OF 6.1 �E.3 6.3 6.2 6. 6.2 IFR AL , Alf (. L(X'ALRE ' LATIONS.N0HDOES -7 . 10 12 13 14 15 16 1 7� 18 oPP 1 21 -FUNS BILITY'GNER fRUM ANY LIABILITY OR �1 ?) 3 �� C'�r, �� , 8 r j HAND C*�N Fp2 ES_�_,INI I � I I I I I I I I I ..I ^_� .-..- .Iii ��(; -- — -- 1 -- _ _ ,33'-2 , ?» --131'—D� � BUILDING ELEVATION �-: .- _ W 8 0 DECK AT RIDGE _ ----- T.O. PARAPET OVERALL 125'73 1/2" _ -_ - _ ®8.0. DECK AT GRID I ~ r 118'-4" - - -- - -- 0321 0501 — - -- -- - - - - _ - -- -- file name: QT.O, PARAPET 102'-0„ - - - - -- - -- - - J - - - FINISH10L00R I ] L7 FIN. FL-R. - SSEE 78J5.J EE 95/5.3 (6_.� SOI, fH ELEVATION _ 111350 SN1 I,INCOI.N SCREE"f 1 1311'2003-00443 $ �__ 50 40 30 20 NEW SC'11-1001, 16-59 90 pIi 10 60 NOTICE. IF I HE PRINT OR TYPE ON ANY I{r III 'II III I{I I{I I I ill III I�I I I I I I�I I(I 1(I I�I I�I I(I I I I{1 III I(i III I(I I�I III I I III III lil Ill I�I 1�1 1�1 l 1 1 1'1{1 1(I 1II f� ll il{41�ffl�l {II Ifl { 1 IUU� j 1 , �j_� I_I�!_ 14� ► 1 �!- 8 I^l 1! - s _ !�.�' o { 111 IMAGE IS NOT AS CLEAR AS THIS NOTICE, - IT IS DUE TO THE QUALITY OF THE __ -- I -I- I - -I I - yI' ORIGINAL DOCUMENT 8 8L 8 GL ' I Z L S g IL Q ; 1.11 ti L OWILIII� IIIN 411U11,12 u U11,1 y0 80 70 60 50 40 30 20 10 0 C � Cjm r_ m CY3 � Z (D � AA N N Q O G LO A� B C D E F� G (K) �a ,� (� 98 Tri 58 92 9,, 62 71 71 61 61 R iw o y Q v 10 ) 10 c N I 13 L_l O !3 � N cn r� ,.. - I T ALIGN PANEL JOINTS 3 o WITH CENTERLINE OF __ Q 14 a 125'-0 - - -. - ` » SUNSCREEN » -_ _ C,�7 ; 127_-10 SUPPORTS - 1 B.O.12 -JOIST --- -- -- -. - - - - - n 0" . iz ( Irk i� zo T.O. FZAPA 1 JI__. -- - >\ .0. PARAPET 7. FT E-IM F- 1 1 ` - - - - - - - - - ---_Y_ -- - - -- __.- -- BEYOND B.O. SCREEN - -- -- I -- --- --- t t - � T.O. SILL .- -- TYP 14 z -_ _ _ o � [_11Fj1HP- 11F-,H- CJ 104'-0" FINISH FLOOR - 32 34 4 _BEYOND 7.3 7,3 6747 - s 5 1t Z C.J52 SEE 95/5-2 5.2 - �P' a"g:SEE 35/5.2 2 1 XWER E. RUEDIA 7.3 r 1- .3 73 PARTIAL WEST ELEVATION 5.2 1/8" - 1 -o" JPORTLAND, OREGON r ' ��� ��0• � GENERAL NOTES. - -" -- MATERIALS DESCRIPTION - 1 1. ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE OF WINDOW FRAME -- - - - -- - --- - OR CENTER ON INTERMEDIATE MULLION, U.N.O. 0 ITEM. O ITEM. O ITEM: O ITEM: l) ITEM: C- ) ITEM: O ITEM. 2. SEE DETAIL X/XX FOR TYPICAL BRICK VENEER EXPANSION JOINT. -- ------ - -- -- --- C-) - - - PRECAST CONCRETE SRI - FOR CORRUGATED METAL SIDING PERFORWI) CORRUGATED METAL FOB 3. SEE ROOF PLAN SHEET 4.1 FOR SUNSHADE AND CANOPY PLANS. �� MASONRY VENEER - TYPE 1 TYPICAL DETAIL SEE 21/7.10 O TYPE 1 I3 PREFORMED METAL SUTTER n COPING SYSTEM �2 GGALVANIZED STEEL PLATE 25 SIDING 4. SEE ROOF PLAN FOR TYPICAL DOWNSPOUT DETAIL MASONRY VENEER - TYPE 2 CORRUGATED METAL SIDING DOWNSPOUT - SEE RLOF PLAN SUNSHADE - REFER TO SPEC REFERENCE STRUCTURAL CMU - TYPE 1 to TYPE 2 4I le e O LIGHTING 2° - 3 ALTERNATING A"H, 4"H COURSES FOR TYPE SEE SHEET 7.8 3 5 CENTER LIGHTS OVER DOORS. MOUNT LIGHT FIXTURES AT X'-X" - A F U.N.O i STRUCTURAL CMU - TYPE ? CANOPY - REFER TO SPEC O MASONRY VENEER - TYPE 3 - ALTERNATING 8"H, 4"H COURSES 11 FLAT METAL PANEL- IS SCUPPER OVERFLOW 19 SEE SHEET 7.8 !3 CI)1 1ETE COLUMN 27 - _ ONLY E 1 0 MA AIIRSPACE ONRY NEER - TYPE 4 O STRUCTURAL CMU - TYPE 3 (11D METAL ROOFING TYPE ROOFING - P2 AT SIM. Is LEADER BOX AND IOWNSPOUT 20 HOT DIP GALV. STRUCTURAL STEEL 24 SEISMIC JOIN; P (0) 38 U �P �! 38 �\ V� 97 ( � \� �rY W 7.2 7.7 `U/ 6.1 2 W 4 I I I I I I I 1 I _ 133'-2 112" I Q cn 12 r 8.0. DECK Al RIDGE ..1 C"i10 r- m E0. E0. E0. E0. E0. E0. EQ. . . I I EU. E0E0i 9� 128 -4 112" tt t) » t7 20 t4 B.O. DECK AT GRID �� © w _ 125'-3 1�4 z � t25'-0" ,-- 125'-0 125-0 _ 14- R.O. DECK AT GRID -� J I-- w Z t t _ I - - T•0. PARAPET - T,O. PARAPET T.O. PARAPET ^ 1 T_ c Q 14 a G� z - - - - - __ - - - - _ -. tt 1.0. PA RAPE[ < w cr � _ to -) L 19 F' 5 Q Z QL 2 5 = LU � -- - --- -- _ - �, _-_--- __ ` _ (C=T:)) C7 I [ -� �3 ❑ r� D ❑ -1 F7 �1 ❑ 102'-0" - .. ._ - -_ 102,-0" W 1-7 Q FINISH FLOOR s 2 14 _ FINISH FLOOR LINE OF FINISH- 581 C23>-//' 3 55 35 20 *IM( - C.J CJ. WQ EQFLOOR BEYOND 7,3 7 3 7 3 OND TYP TYP -J F, U-) - I W o r-- 95 PARTIAL WEST ELEVATION 55 CANOPY ELEVATION 35 PARTIAL WEST ELEVATION - � - _ „ W 5.2 1 1 �' 5.2 1�8„ 1, 0" 5.2 1%'8" = 1' o H W 6 6 issue date: 05 AUGUST 2003 C� ry ry 2B a2 28 9 �� I /�, PLAN lC'A A'Pr ROVAL job number. 0321 1 A 48 58 8 Q 1 4 A 6 7 8 (On COMPLIANCE WITHAPPLICARLE PORTIONS OF reVISIOnS: wOregnnPllmllz 9peoyl C&(,)P c) CCI PROJECT No, 7.1 6.2 - 7,t 6.3 7.1 199H Oregon Structwel SrocieltytyCode(OSSC) - I 7000 Oregon Phpntrd+g Spncrslty Code t 7PSC) � 2000 Oregon E,eclncel Specially Code(OFSC) + 199N O n Unitnrm Fme Code(OUFC) 6a 0 ) O 1997 UBC Std 9 1 Owe 4p,okiwo) G 1997 UFC Sid 10.2(Np 2lgrma) 'LAN REVIEW APPROVAL DOES NOT AUTHORIZE �NciTRUCTnN TO PROCEED IN VIOLATION OF IIe 132'-4 L_ 'A4i ;TAIF ORLC)(.:ALREGUL.ATKM.NORDOES �NER FROM ANY LIA81r TTY OR 8.0, DECK AT GPID _ - _ _ -- _ I ___ 1 _ ,_ ,_ _ � r•. r nl;<.Ir _ 13 14 14 t3 U J'ONS43ILILY t✓o0.. E S DATE ) 103 v B.O. JOIST 125'-0' T.O. PARAPET 12 16 11 _ 9 TYP 14 - - , 7 9 ° - 118'-5" 7 BUILDING ELEVATIONS I �� - -- - - t-0. COLUMN ENLARGED 114'-10" - -- 9 T.O CANOPY -- �/ TYP 2a t4 file name: 037.1 0502 I 104'-0" FINISH FLOOR 52 32 34 107. -0" 7,3 7.3 J 7.3 7 0/ 4 FINISH FLOOR C.J. ` TYP y SOUTH ELE\/ATION 10150 S\1' 1ANC'OLN STREET 582 BUP2003-0044. 90 80 70 60 50 40 '0 20 NEW SC11001, 17-59 NOTICE IF THE PRINT OR TYPE ON ANY % 11 f l l l III 111 1 i 11 I I I I III I I I I I T I I I III IIT Tp- 111 111 111 I I I I 1111 III III 1 111111 III ( I I I I III III III 11 I I I III I�I III III 11. III III 11, I l l l l l III III III I I '�^ IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I 1---I_ 1 -_ I_"1 - 14 J11 I If I I I sl I . I 1 I I L.8�-- I- I ��l I I 11 I I �J + c' 0 J IT IS DUF 10 THE QUALITY OF TFIE _ _ No.36 ORIGINAL DOCUMENT gT-GL I li 6 8 .I ���I *1111111111 8t_-BI Lt 19C 91 T Si !4t it t< 16 9 9 B s; i�ilue I 1111111!t111111111 111111111111 I1I111III illllll►I 11111111111111111 Lll11111�,II>� 11h11111U1111111111111111111111111111111111111111IIII 1�.1�11I1h11► I111111111111111111111111�►11►d►►11�u�u 11111111 11►111►II►►►>� I � I ��lu lll►IN111 9070 60 50 40 30 20 10 0 C. � M n m cn `r '" N 8 0_7 ( c� 47 '4•, 44 3 ) ) 1 (� 3�1 (12� 3Cn SIM 54 45 7.2 g - 7.2 6 3 CANOPY g " Ll SEE ELEVATION 92/5.3 _ _. -__-._.-_- m FOR NEON CENTER NORTH ELEVATION -- - -- r- __133'-2_y2" I I ' � o B.O. DECK AT GRID W I I I a v I i I I Cr � Cn 17 11 I ,2 I I N in f 0 1S I S 17 � I I � '� � - _ t4 --_125'-3 1�4ir 125'-0" - 125'-0" -- - _- - _. T.O PARAPET C" I 125 -0 L I 1 t3 `� _ J __ __ @.0. DECK AT GRID W T.O. PARAPET T.O. PARAPET T.O. PARAPET -- - Il F IF-11 118'-4" - ' -_ 118'-4" _.--- -- -- - -- -- - -- - - --- - -J ---- - - - 12 - - - -- T.O. PARAPET _ T.Q. PARAPET A20 • ._-.-____ ------ -- Sim _ 44- TTF111F - _ - - _- -:- T.U. SILL_.. _.__ - _____ ' -._�-11 ' 5 - -- __:- 02 l 102 0 r 102'-0" 102'--0" - `-� � ._� � FINISH FLUOR FINISH FLOOk FINISH FLUE SEE INTER',? ELEVATIONS - - !3 s 2t 23 TYP rg 2 NORTH ELEVATION _ _42 NORTH ELEVATION 32 NORTH ELEVATION 2 w XAVIER E. RUE DA ,. = 1'-0" 5.3 1�8" = 1'-0„ � I '� :p�ORILAND, OREGON O GENERAL NOTA - MATERIALS DESCRIPTION 1. ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE OF WINDOW FRAME - _ 5 OR CENTER ON INTERMEDIATE MULLION, U.N.O. �) ITEM: ITEM ITEM: O ITEM: ITEM - ITEM:- - O ITEM: 109 -10� ______ �__ JJJJ - _ - - B4O. SOFFIT 2. SEE DETAIL X/XX FOR TYPICAL BRICK VENEER EXPANSION JOINT PERFORATED CORRUGATED METAL FOR PRECAST CONCRETE SILL . FOR CORRUGATED METAL SIDINGPREFORMED METAL GUTTER 77 COPING SYSTEM 21 GALVANIZED STEEL PLAT n 3, SEE ROOF PLAN SHEET 4.1 FOR SUNSHADE AIJD CANOPY PLANS. 0-1 MASONRY VENEER TYPE 1 O TYPICAL DETAIL SEE 21/7.10 TYPE 1 t3 - SIDING 2 ° T AI -� - TYPE CORRUGATED METAL SIDING DOWNSPOUT - SEE ROOF PLAN SUNSHADE - REFER TO SPEC _ 4. SEF. ROOT PLAN FOR TYPICAL DOWNSPOUT DETAIL co ALTERNATING 4"H (,OUT?, O STRUCTURAL CMU - TYPE 1 t0 TYPE 2 tl FOR TYPE 18 SEE SHEET 7.8 22 LIGHTING 2t) -`-- - 3 REFERENCE 3 102'-n' --- - -_ T rel .I, rl r,_�, 5. CENTER LIGHTS OVER DOORS. MOUNT LIGHT FIXTURES AT X'-X" \ STRUCTURAL CMU - TYPE 2 CANOPY - REFER TO SPEC CONCRETE COLUMN ON LY 32 AF.F U.N.O (�D MASONRY VENEER - TYPE 3 tt FLAT METAL PANEL 15 SCUPPER OVERFLOW 19 SEE SHEET 7.8 2 -- z7 - -- -_ ALTERNATING 8"H, 4"H COURSES _- 7.3 \ MASONRY VENEER TYPE 4 �� METAI ROOFING - TYPE 1 c _ CJ STRUCTURAL CMU - TYPE 3 12 METAL ROOFING TYPE 2 AT SIM. to LEADER BOX AND DOWNSPOUT C20� HOT DIP GALV STRUCTURAL STEEL 21 SEISMIC JOINT 28 I' AIRSPACE �-J r93_� PARTIAL EAST ELEVATION --__=__--- -- -- --- ----------- - 5.3 1 3 1 l 4 ) 47 44 ) 64 r g\l g 45 48 ( � V U F I 54 , \_ 6.1 7.2 / .2 \ / 6.3 6.:i y T 97 I w 6.1 24 i ■ I I W 7.2 I I ■ I I 1 I u 20 4 d 133'-2 1/2' 133'-2 K1. A -- - - - Q Cl) t7 B.O. DECK AT GRID W 12 I J N � 8.0. DECK AT RIDGE 131'-0" _ _ la W I Tom' 0, PARAPET -- _ _ I _..-- 128'-4 1�" - - - 9 � N � 11 ,J _ _ 12 is B.O. DECK AT GRID W + n Z = --1- -1 1( lEL-11 f I � I - - � 125_'-3 1�"-- -- 0 125'-0" � � O w -"-- - ,_ I�l �J _WJL1J L__ -t -- - = $ - - B.O. DECK AT GRID W1-_ _ T.O. PARAPT Z n 125'-3 1/4 t� II __ - �J F-- u") Z 8.0. DECK AT GRID Y ---:_ . - I I U I -- -__ CD Ll 1rT t1]H 17ELI is t4 t7 - - 1 18'-_4" 14 _-` - 1 18'-INISH - n T Q z f 1 18'-4" iL - ---- -__-_-- - -- ---- T.O. PARAPET -- - - FINISH FLOOR = - i• _ LU T.O. PARAPET u e ^ CD BEYOND _ ___ __. _ - _ ---..__- - - - - - __ - - ♦ CD 711 tt -- .... _ -- 11I -- --- - t 2418 T.O. SILL F] C� W - - - _' _ I LL-111[111ILIL - UJ -05 _- -- - d -_ 2 ILI -" - - _ • - •- ❑.lam - - - 5 - -- - - ------ -TYP - - -- - - _= _ .-.____ =-�• 2 �-_- -SILL a. Q ____ -- ---- - � 5 -- .. ----- - --5 2 0 102'-0" s F_ --�°1 1�, , „ _- - J _-== -_ - - - -_ FINISH FLOOR -- 102'-0" FINISH FL OR 2 W ' FIN. FLR I. EQ. EQ. �. _ 2 23 32 Q VJ .f _ - 7.11 7,3 7,3 U L� Q 52 C-4 m TCli. SEE 78 J5 L, 52 � UU g SOUTH ELEVATION _ 35 EAST ELEVATION 25 SOUTH ELEVATION � 5 PARTIAL '8O' 53 1 /8" , 0' PLAN REVIEW APPROVAL Ila- FOR COMPLIANCE VVITH APPLICA13LE PORTIONS It 19118 Oregon Slnicture:Suecialty,Ct)de(OSSC) 1999 Oregon Mechmical Sirecialty Code(OMSC) 2000 Oregon Plumbing Specialty Cade(OPSC) 2000 Oregon Electrcet Soecieley Code(OESC) 1999 Tualatin Valley Fre 8 Remain.Or*wroe 9A 1,Bseedoe ft'.9C 1999 Oregon Umfurm Fire Code(OUFC) 1991 UNC;,t1 9 1(lire sprinklers) 1997 UFC',;.l 10-2(t re warms) � 1 73 53 65 0 /� PLAN REVIEW APPROVAL DOES NOT AUTHORIZE 6 issue date: 05 AUGUST 2003 ' 6 73 1-L} 1 �_t `�� / \' ` / 95 CONSTRUCTION TO PROCEFD IN VIOLATION OF ' �� �2 45 7.1 7.1 FEDERAL.STATE,oRLc)cALREcuLATlon�NORooEs ole number: 0321 i 7 1 OPP IT RELIEVE DESIGNER FROM ANY LIABILITY OR 93 6 2 7 1 HAND 6 2 RESPONSIBIUTV revisions: SIM 7 1 SEE SHEET 5.6 FOR Sim TYP _ CLERESTORY ALTERNATE YP ELEVATIONS, TYP BY G �O�1"3 DATE al 03 -- - CLAli1 COMPANY, INC. Cit PROJECT No. • - ,� t7 � 0 6 O 2 is a 21 131'-0" Q T.O. PARAPET r _ -TVP--- -. '_'- " -__ -_ __- - 1 3 - - --- - _ -- - 0 17,D:- ��C - - ❑C ] ._- JO if- _ 1 C 1r - _ L11 - - - - - - - E BUIL IONS --- - - -L,--- - - T _- -_ - --- ---- - - - 114'-0" 1 _ J - E _ �` o - __ EQ. - LNG ELEVATIONS - n _ 5 5 - - IL__ -_Jl- _ - a - -- - _ FIN. FLR. ENLARGED _ --- 6' �_ _ "O - _ _ EO. EQ. EO, EQ. -- - _ ( _ _ 11 (II -- --- EO. EQ.6" TO. FO. -i -- - I:Q_ -EQ EQ. EQ. �_._-._�: _ -- -- EQ. EQ. EQ. EQ. \�� _ --- - - - --- O J - - - - - --- __ _ - _- - } f l - _ TYP _ - - - - - - - - _--- -- _ _ b -- _ -� -- 1 L - 2 - a file name: 0'?7.1 0503 _ -_ 4 =-- 4 -___ - 2 -_ 2 - - _ -- - -Ll - FINISH10000R 1 S.10 F --- - - 2t - s s 22 - 23 s 22 23 5 23 _ 22 1 ■ 4 - - - - TYP 23 22 23 - - 18'-8" -_�• 7:3 -� TMP 7,3 217.3 i SIM SIM 7.3 7.3� 7 3 `_i CJ 3� 7.3 7.3 7,3 ■ - - - tYP AT SEE 95�3 r `� 1113511 STN" LINC01.N S'T'REET' �a PARTIAL SOUTH ELEVATION 111'1'2003-00443 ■ -- -- -- NEW SCHOOL 18-59 5.3 ,t „ 1' t l' 50 40 30 0 10 1 2 area - ewsweeeselr•enr�es� e 70 60 r .: - 90 80 NOTICE: IFTHEPRINTORTYPEONANY IIT III III I�I III III I I III 1II 111 I T 1IT 111 If TIT 11T fT t 11 TJ1 I I Tfl ifI 111l4tlill TlI Ill I 1 Tf T1 frT I 1117 I�I T I(1fI"11f ITT III�IIIIII�I�jI� �j IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 1 _I I I �+J_-I I_I. �_ -_�- ` 1 I � � I_:�_.._ ! I I �� � I �� I il--I =2I J-�,L 1 " ) aoo 5 IT IS DUE TO THE QUALITY OF THE _ _ No 7e jbl�� Y ORIGINAL DOCUMENT fi E 8 �LE 6 �6I ►L S I. �L.I t(L �L 8t Bt Lt t 9t fl fit itIt �8 �e L 9 9 S 6 t un - II�III�JIIIl�II�III111111�1,11 I�IllUlRlll�lll IlWlllllllulllllllll�lllllllll�I�III�IIII IIII�I�II�IIILIII��IIII�L�I�I�IIIIII�Illlll�ll�ullllllllltllllil�llll Ilt�llll Intl ull�lul D lul�llll> Illlll►Ill III�1�11 ' gp 60 40 30 20 10 0 0 1 go r-�i m IT ITz a c (5, N cr CJ 0 GF g � 4 5Z3 8) 9 1 1 �5 23 0 _ o L! 9 r 7.1 n 6,2 6 1 6.t � 1 UJ z .- L" o 'ate I � N s - c --- ---- 11 — � - --�1r ..� Lo „ - 15 n 1T la (ap - ,5> n - is -125' 0" -• T.O. PARAPET 1 125 - 0 09 125'-0 ---------- 1 � _ w....__ - ------- _---�--- - T.Q. PARAPET --- -- -.. _..._ %.� T.O. PARAPET -- _ ----- _ ------- - -- - LOPE BEYOND R­]­� - yINE Of ROOF�L-_L-J-JJ � _` -__- T 0 PARAPET - - - ` 118' 4" 11 II - - _ - _-_ _ _ EISMIC SEISMIC - ' --- �-- "• _ ------ JOINT JOINT '_•`."-.'°. " --....- _ ,�.-^ -.-- -..,__... - SEISMIC " 0 SILL - - JOINT 1.0. SILL 1. ---- - _ T.O. SILK - - - _ — r I r- I S I - 5 - �} 19 77 - , -"_ - p 1 SEISMIC t; _- "_._ - T- 1 -V---. L-._._ - 1--_41 _ - JOINT - __- 2 -_. �� --- -- - .� 2 + E0.- EO LJ ❑ - 102'-0" jkl04_' +0 _ R _ SEISMIC _ _ _-- - 102'-0" 102'-0' - -- - 5 Ito FINVSH FLOOR /r _ - JOINT SEISMIC FINIS FLOOR FINISH FLOOR 52 32 _ 52 s _ _ _ - 32 O -8" _ - JOINT 23 52 32 , -"y}' 7.3 7.3 _ 7.3 _ _ _ - 7,3 �� 7,3 7.3 7.3 SIM 32 52 2 � XAUIER E. RUEDA a Y 7,3 7.3 I t, r52 PARTIAL EAST ELEVATION PARTIAL EAST ELEVATION � poRTIAND, OREGDNO� 92 SOUTH ELEVATION F MATERIALS DESCRIPTION 1, ALIGN METAL PANEL SYSTEM JOINTS WITH EDGE OF WINDOW FRAME OR CENTER ON INTERMEDIATE MULLION, U.N.O. ITEM: O ITEM 0 ITEM: O ITEM: O ITEM I '-" ITEM: O ITEM:- --- 1 2. SEE DETAIL X/XX FOR TYPICAL BRICK VENEER EXPANSION JOINT. - ���lll (� PRECAST CONCRETE SILL - FOR CORRUGATED METAL SIDING PERFORATED CORRUGATED METAL AND CANOPY PLANS. 1 MASONRY VENEER - TYPE 1 5 TII'I(,l DETAIL SEE 21/7,10 G TYPE 1 13 PREFORMED METAL GUTTER ,7 COPING SYSTEM 2, GALVANIZED STEEL PLATE 25 SIDING - FOR 3. SEE ROOF PLAN SHEET 4.1 FOR SUNSHADE � - 4. SEE ROOF PLAN FOR TYPICAL DOWNSPOUT DETAIL MASONRY VENEER - TYPE 2 CORRUGATED METAL SIDING DOWNSPOUT - SEE ROOF PLAN SUNSHADE - REFER TO SPEC 22 LIGHTING 26 ? O ALTERNATING 8"H, 4"H COURSES O STRUCTURAL CMU - TYPE 1 to TYPE 2 t� FOR nPE �� SEE SHEET 7.8 3 REFERENCE 3 5. CENTER LIGHTS OVER DOORS, MOUNT LIGHT FIXTURES AT X'-X" - -- `- A.FF. U.N.O. STRUCTURAL CMU - TYPE 2 CANOPY - REFER TO SPEC - ONLY OMASONRY VENEER - IYPE 3 O ALTERNATING 8"H, 4"H COURSES 10, FLAT METAL PANEL ,s1 SCUPPER OVERFLOW 19 SEE SHEET 7 8 za CONCRETE COLUMN - z7 - MASONRY VENEER TYPE 4 METAL ROOFING - TYPE 1 O �� STRUCTURAL CMU - TYPE 3 ,2 If LEADER BOX AND DOWNSPOUT 20 HOT DIP GALV. STRUCTURAL STEEL z4 SEISMIC JOINT 28 0 1" AIRSPACE O METAL ROOFING TYPE 2 AT SIM. 0 J ,? F- z LLJ 7.1 C C Z H J ) 43 L �M� N R T , 68 6.2 X Z B C v SIM pL U V 4 4! I I 1 SEE SHEET 5.6 -( 7 1 I 1 I I 4 I I FOR CLERESTORY SIM �� N m P CL ELEVATIONS �_`' - • I I N Cn 1 17 I ,� _ `__.,_ n - '" n 131,-0" tat' __ ----- - T.O. PARAPA C:) w Z CO OT.O. PARAPET - - --- -._ -- -------- - - - _ EQ. Ea — J F- uw Z Z UJ CD IL - Cr) p ac Z F- 114'-0" -- _ " FIN. FLR z w_ _ 5QrFIN. FLR. - - 0. rC � . — - I-E-1 - _ __ - _ o - - _ CU. EU ��- EQ EQ. T.O. SIL e- LU T.O. SILL -------- - _ _ :_ _ -_ -- -- - _ - o _— — _ 5 - - - -- _ 5 5 - - 2 - - — -- _ UU ~ �' - - o ____ -_-- _. 0 2 TYP � m r _J - 1gr = 2 2 2 - __l - - - _ w _ - -- J _ --- - - -- - - F— L(0 100' 0" �J � -- - --- - -_ � m 100'-0" - - -- ------- ----- O STEP A 0 Y - -- -- F NISH FLOOR W FINISH FL OR :LOOR 28 28 /� T P AS NR -- - O _ _ r- 23 - 22 - 23 4 _ _ _ L/ VENEER AND 28 - 22 23 7.3 - 7.3 7,3 7,3 7.3 _ P O FOOTING OPE REO'D 7.3 L� ^�` TYP 7.3 4 .'5 EAST EL.EVAT10 55 WEST ELEVATION N W PLAN REVIEW APPROVAL i. FOR COMPLIANCE WITH APPLICABLE PORTIONLSOF a` 1998 Oregon Structural Speaalty Cade(OSSC) 1999 Oregon Mechanical Spenal,y Cade(OMSq 2000 Oregon Plumbing Specialty Code(OPSC) 2999 Oregon EWcliiCal Specialty Code(OESC) g issue date: 05 AUGUST 2003 _ 1!)991ualetin VM y Fre 6%wua,Orduena 941,am/wa1/tIKAC _ I (-J 1998 Ore n Uni(urm Fire Code(OUFC) l �/ �A� b 1 �J I I *97 UH job number: 0321 73 L X 73 � V V T r` 73 O •"'i �L 1997 UBC SI 9 12((I resalanmsl) 1 I) PLAN REVIEW APPROVAL DOES NOT AUTHORIZE 7 t 6 2 CONSTRUCTION TO PROCEED IN VIOI_A7ION OF 7.1 revisions: SIM FLDERAL,STATE.ORLOCAL REGULATIONS,NOR DOES I IT RELIEVE DESIGNER FROM ANY LIABILITY OR TYP RESPONSIBILITY SEE SHEET 5.6 -- - CCI PROJECT No. •• ---- BY C-L.N C� E 5 DATE 1 a l o'� -- - - -� 17 1 6 �l - Q 2 4 FOR CLERESTORY _ _ ------ _ - - -_--n_-_ 11[ 1 I � -ELEVATIONS _JL_-I If 1T 131'-0" cLA1�r COiv1PANY, INC — _131'-0"�� �_ J-JJJ4 _ _ -�� _._ T,0 PARAPET — - - T.O, PARAPET - _ 0 ,5 J_ E�7: --- —- - -- - � --- _ 4 , - 03 - BUILC!!I�10 ELEVATIONS _ LAt, - �.` _ „ a - , _ -03 — _ _ Fhd FLR� - - _ FIN. FLR.._ �-v- --" ENLARGED co. TU s d - - a -- s' n s P 10 I_U EQ._ EQ. _._--—� - ------ T, I -- _ - Lq. EQ. EQ. EQ. o - --- T.U• _ •--- T.0. SlL -� - a --- ) file name: 0321 1504 5 ' 2 — - -- - 2 -- 2 — J - ---- L D - - --- \J - - �- 1 � C R� 4 _ _. 4 — -- - - -- -- 100, O.. ,. _ � - - _ - INISH 0� FINISH FLOOR 23 - 22 - 23 5 23 s 22 - 23 - 22 - 23 23 TYP 7.3 - 7.3 7.3 P - 7.3 7.3 - 7.3 - 7.3 7.3 - �, - L� - - -— a WEST EL _ ATION WE El,. A -B" --- - ��– - 5.4 1 s" — 1' 10350 S IANCOLN STRFE•( 5.4 1/8" J 1'-0" 11UP2003-0044; NEW S('HOUl. 90 80 70 BO 50 40 30 10 10 6 NOTICE: IF THE PRIiq T OR TYPE ON ANY TI I I l t III III III III III I I III T I L III I f 111 111 I I"I TI1 Ill I I1 l l 1 "T I i I l I l l I l 111 l l III III I I I I 1 1 l l I Jill l l i i i 1 l 1 1 l l l l 1 I 1 1 Illy l 1 I I I A III I I 1 I I ii ,ll11 i l i i l l 16 ! � �- _I b I -� 1 � �r�1` 13 IMAGE IS NOT AS CLEAR AS THIS NOTICE, L _- 1__�_____..l _ .. - __I �� Na.�e IT IS DUE TO THE QUALITY OF I HE _ -__ _.- -- - -- -- ORIGINAL DOCUMENT till L )'s .ItLL9) 9T Lt t9T ttST Lt ti t I-�8� 111L11LL1� `` I[11t.111111IT11111(illl1llll IIII�IIIIIIIII�IIII�u Illl Iul�llllllli Ill IIIUIIII llllIllll IIl11llll lllllllll llII II1l llllllIII IIll�i1, 111 llil�llll IIII�IIII Illl�llll llll`llll Illllllll IIII�IIII III►llill lll II��II�II 1 ,r rr ;Tr J�yt E^S i a` '1 90 10 70 60 50 40 30 20 10 0 w N M cm V Z O EB N � N O r3 � 1 cr ! w o 20 6 20 F— N I - 6 2020 2 10 zo 12 2 20 12 N I -. r; Ln - - 132'-4" - -._t_,` B.Q. DECK AT GRID 6/.� B.O. DECK AT GRID - 64 - _ __... - — - -- 14 ! I --- - - - - ---- ! ---- _ 127'-10" n - - e B.O. JOIST to 8.0 d - - -- --- --_-_-- --_ - - - II I 125'-0 " 125'-0" T.O. SCREEN 25 TYP T.OSCREEN 1. --- e - -_ T.O. PARAPET -_ - - - - -- - -- - -- e — -°° ---- , - - _ - -- - -- --- -- - 1 15' 1 20 I -- _ - ------ �� -- � _-_ - -- - - - -- - ---- B.C. E CBEYOND REEN r 10 T.O. SILL - -= STEP BRICK AT GRA- - --- D 2 E CHANCE n -- - __ �- 2 - - _-. - - --� =- ---- -_— 104'-O" �L A __-...._— ----- --- --- -- - ., ,02,_0 _ --- LINE OF FINISH 2 - - -- 10- 20'� 3252 s 1f 25 SIM 14 28 SIM FLOOR e73 FINISH FLOOR 2 XAV!ER E. RUEDA 5 2 FINISH FLOORT7 25 7,3 7,3 7,3 7,3 Sim $fIDVA OBLIQUELY SHOWN OBUOUELY 7,3) SEE 18/5.4 y _- -- --- i PORTLAND, OREGON 93 PARTIAL IAL EAST ELEVATION 53 PARTIAL EA^T ELEVATION 5.5 1/8„ _ 1'-0" �LNLR.9L._N9TLL -- -=- _--------- —=_-_____ --�-- MATERIALS DESCRIPTION - 1. ALIGN METAL PANEL. SYSTEM JGIP!TS WITH EDGE OF WINDOW FRAME - -- -OR CENTER ON INTERMEDIATE MULLION, U.N.O (_ ITEM: 10- ITEM: 0 ITEM: 0 ITEM: n ITEM: 0 ITEM: O ITEM: A 2. SEE DETAIL X/XX FOR TYPICAL BRICK VENEER EXPANSION JOINT. -- - - - -- - -- -- - - -- PRECAST CONCRETE SILL - FOR CORRUGATED METAL SIDING -- PERFORATED CORRUGATED METALT/ FOR MASONRY VENEER - TYPE 1 s s u PREFORMED METAL GUTTER t7 COPING SYSTEM 21 GALVANIZED STEEL PLATE 25 3. SEE ROOF PLAN `'HEFT 4.1 FOR SUNSHADE AND CANOPY PLANS `� lr I'al DETAIL SEE 21/7.10 `� TYPE 1 O O � O SIDING _ 4. SEE ROOF PLAN FOR TYPICAL DOWNSPOUT DETAIL MASONRY VENEER - TYPE 2 CORP.UGATED METAL SIDING DOWNSPOUT - SEE ROOF PLAN SUNSHADE - REFER TO SPEP, 3 111 " ALTERNATING 8'H, 4"H COURSES -1 REFERENCE 02 S1RU�TURAL CMU - TYPE 1 to TYPE 2 t't FOR TYPE to SEE SHEET 7.8 22 LIGHTING Y6 3 - -6 �. 8.0, SOFFIT 5. CENTER LIGHTS OVER DOORS. MOUNT LIGHT FIXTURES AT X'-X" - _ _ _. - A.F.F. U.N.O. STRUCTURAL CMU - TYPE 2 CANOPY - REFER TO SPEC CONCRETE COLUMN MASONRY VENEER - TYPE J O It FLAT METAL PANEL is SCUPPER OVERFLOW t9 2J 27 ONLY 2 -7= 03 ALTERNATING 8"H, 4"H COURSES SEE SHEET 7.8 J 104'-0' O MA ONRYCENEER - TYPE 4 STRUCTURAL CMU - TYPE 3 12 METAL ROMETAL OFING TYPEP2 I SIM. 1I�L1��tHOTER BOX AND DOWNSPOUT DIP GALV STRUCTURAL STEEL p2dSEISMIC JOINT 26 - FINISH FLOOR 7,3 94 PARTIAL EAST ELEVATION _ p � 6b �� 8) 53 7) 73 ( ! 1 �) 45 � (173 (1 2) 1 q 0 48 98 I 6.2 6.3 7 1 T 7.1 93 6.2 93 7.t � 6.3 7.1 7'1 SEE SHEET 5 6 FOR 7.1 Sym W 4 I I CLERESTORY ALTERNATE Sim I I I U ELEVATIONS, TYPICAL TYP 4 T 15 CL C4 CO CO 131' 0" J Q� cm T.O PARAPET -_ -- ---_ - - ------ ----- ----- --- -- - - ---. W c� - - LU - _ � 0 21 T 0 PARAPET CD 1 5 0 � O U O _1V - 5 y- 9 1 0 L C Z _ - - - _— — — — ILI LU A-E L3 cr _ ,� F-- 114'-0" _� 11 n = :"- - ` 11 - - 11 �[ 9 - - �ir 11 e - 3 - -uo V —_. 5 —_ 11 - — - tt 5 o Q. EQ. w :DFIN. FLR. _ O - - - - _ - - TYP IU f_Q. - - , �_ _— —_ ___ EQ EQ. 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EQ. _ Y 19 C/) TYP _. - — 5 ._ 5 Lo --- - 5 _ — - 5 24 I - -. 2 - ---=i_ Y 2 _ 5 — a, - _ _ _ _ _ - -- 2 _-_ - - -- 100'-0" _.. --- -- -- -= 4 -- 1 �� 11:1177 2 -` 4 = --- - 4 -- _ —_ -- - -- - s- _ FINISH RLQOR� - - - --- -= -- - ----L�--- ' Ln n FINISH FLOOR __� _ _ _ _ __ W _ - _ - _ _ - LINE OF FINISH - tom; m 22 VENEER AND RY 5 4 26 - - - 4 28 FLOOR � �- � - - - - - 7,3 - 7,3 - FOOTING AS SLOPE READ - 73 7,3 '- AT MASONRY AT MASONRY W TYPE 5 TYPE 4 PLAN REVIEW APPROVAL C, FOR COMPLIANCE WITVAPPLICABLE PORTIONS OF N 9 5 NORTH ELEVATION 1990 Oregon Stn.Etural li,ec,elty Cade(OSSC) 1%B" _ 1 U" 2000 Orogn Elect-01 SpeC,slty Cade(OESC) W J• 19WU=ValleyTFweb SFI�pAeltyOrdrvrroa99 8h�/O1/I��✓l�." .'. 1999 Oregon Unilam F,re Cade(OUFC) 1997 UbC Std 9 1(bre sprinklers) 1997 UFC Std Io-2(lrre alarms) PLAN REVIEW APPROVAL DOES NOT AUTHORIZE CONSTRUCTION TO PROCEED IN VIOlA1,UN OF 6 18 42 28 , - 58 48 FEDERAL.STATE,ORUX;ALREGULATIONS NOR DOES 6 issue date: 05 AUGUST 2003 IT RELIEVE DESIGNER FROM ANY LABILITY OR 71 8 ,17 h 6.3 F , 7., � �� 1 � 0 (8 �� 6.2 / , 1A �), 7 � RESPUNSIBIL1IY T Ijob number: 0321 I By. C-LN FoQ. �S DATE I TI Q3 C0`MP.# Ty.- Ir revisions: I I t ("Cl PROJECT No. 1J 13 q,. 12 -- - 14 - -- _ _._---- -_----- 132 -4 11 _ 14 14 B.O. DECK AT GRID 1J t4 13 tJ - 127'-1 0"1M 111111 111 HLL III 1 11 1 1 1I' 1t --- - -- ._- 8.0125 ISO" t2 � , . - - I �I j - W - e IIIII11IIiIIIR�J -- `----- 16 � 7.0. PARAPEGoT 20'-4t' -- 1 _6° - OH PARAPET I ILL �T.O, COLUMN - -- -- -- - - - - i `- I _ ...._..-__.__.__._._._- _ 2t - BEYOND O _ _— 14'-,0" BUILDING ELEVATIONS _ _ 110 14 _ _ _ u `J ENLARGED TYP e _ _ .__.- _._... >_.�._ _ _- ^ __ _._ -- _ :` ___ -- --- -- T.O.... - Li - - - - - - _ - - file name: 0321-0505, - -- - _ 104, 0,. 102 -0" - --- - - � ~-\ i 21 FINISH FLOOR I I H FLOOR 2 14 25 -SHOWN 7,3 OBLIQUELY 7.3 98")1NORTH ELEVATION 103.0 SW IAN(AWN S'FRE E-11 505 90 `- 80 10 60 50 40 30 20 10 BU P2003-00443 8 NEW SC11001, 211-5t) NOTICE. 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FLR Z C Q U CD CD CD = U CLASSROOM RESOURCE CLASSROOM 22 CLASSROOM RESOURCE SM GROUP CORRIDOR SM GROUP RESOURCE CLASSNOOM Z z F- G178� GI?4� GI31 �� r + _GI19_ [GILL cll5] �10I] [GIQ>ti� Glm� GIra9 � C/3 1 1 Q M 100'-0" 100'-0'" 5 < x W --r - --- FINISH FLOOR ( FINISH FLOOR CD 22 L r j 1 �\ F Q1 Y 7,3 32 52 7.3 cn Q d .6 7.3 7,3 W SIM IM Ute'", N m g5 BUILDING SECTION H-H �5 BUILDING SECTION G-G W 62 lib' . r-m' 6.2 I/W = I'-m' PL.1N REVIr"1 tmr RC�'JAL W T 1996 Oregon Stnxiursl Specalty Cede(USSC) FOt'COMPLIANCE WI1 is,P'rtLICABL F PORTK)M ♦r) 95 2c�W Ore=Eliertix�150"Culity COO rOESC) 1999()regen mp~cel smse Code((NSA Code(OPSC) 56 1998 Q."'S Un 1�tn ryr C ode(OUFC) 6.1 ] 194?U6C Sld 9((1�vP mkVMU W 8 7 6.2 4 C / E AN UFGstd 1t 7(Iu gAritret ( Qy PIAN REVIEW A� OVAL bOES N07 AUTHORIZE y -(INSTRUCTION PROCEED IN VIOLATION OF FFDFRAL STATE O LCX:.ALREGU(ATI(NJS.NOR DOF.S s I I HIEUEVE DESI NER FROM ANY LIABI"1V OR I Hr.SPONSIBILITV _ GL.N fcn. C1S _ DATE 1 31 03 8 issue date: 05 AUGUST 2403 I I I I I X26 _�------ __ ��4 CLAIR .(?" -^'NY, INC. fob number: 0321 7.4 - �'J `'-�`. __••...�.. I revisions: GUS t"ROJECT No. 128'-10" - �Y ..... 10 69 - 0 Z 0 1 6.0. DECK AT GRID --- 125'-0" I I _ 125 -0 a125' 0. �� I - - - - - ��----- 125,-0.. X7.0 SCREEN I I -- - - -- vT.O. PARAPET T.O. PARAPET 1 TT.Q. PARA-PETS - -_-- ---- I ` T.O. PARAPET - - -i- 7 = 7 BUILDING SECTIONS STORAGE KITCHEN COMMONS MUSIC 23 23 STORAGE HALL KITCHEN 23 A102 i AI01_ [ Alll Ane _ 3 7.3 AIm6 FAIm4 AImi1 _ 1 _ , 7.3 104'-0', 104'-O" r ^� I 104'-0" a104'-O" -� �NISH FLOOR — '� FINISH FLOOR FINISH FLOOR ( - - ( - 1 FINISH FLOORS ' 52 2 -- �-----� '� - file name: n3;'1-0602 7.3 7.3 �8 BUILDING SECTION J-J 58 BUILDING SECTION 1-1 -- I0350 S1V to NCOLN STREET BU P2003-00443 NEW SCHOOL 23-49 662 s! 90 00 70 60 50 40 30 70 10 B NOTICE. 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' 7.3 1 - 1 ' I ' ' I 1 102'-0'� 102'-0"� 102'-0 _ __. _ . .-U FINISH FLOOR `-�♦ ♦ -- ♦ -- ASH FLOOR FINISH FLOOR i x.10--,U,! 1 1 E�5 98 WALL SECTION 78 WALL SECTION 58 WALL SECTION 48 WALL SECTIONd WALL SECTION _ 8 WALL SECTION r 7. 1�4,. - 1'-0" 7. 1�4., = 1'-0" �. 701 1,/4 1'-0" 7. 1/4" = 1'-0" 7. 1/4" 1'-0" 1�4.. = 1 -0' 1 20 10 10350 SNN' LINC0I.N S7•ItEET A; 90 80 70 60 50 40 30 BUI'2003-00443 NEW SC'H00t. 24.59 I NOTICE:IF THE PRINT OR TYPE ON ANY I III III (II III III III I II��II III III I I III III 111 T III III III r VIII III III I I Ell III III I�IIII1III III I�,tlllr 111 III t�I,�III ilt III I I III rll III III�III�III III I�jI IMAGE IS NOT AS CLEAR AS THIS NOTICE, �� � ( 1 I I I I �. 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PARAPET 1 1 CORRUGATED METAL - ' - - 1 1 - SIDING ♦ I �o MASONRY VENEER TYPE 1, TYP 1 ♦ I MASONRY VENEER ( — MASONRY VENEER N MASONRY VENEER TYPE 3, TYP ,% - -; -- — •� —me�P_n♦ _ 113'-10" ♦E 1 - -- TYPE 1 ♦ 113'-10" _______ FOR (MASONRY TYPE 1 AT SIM) - r T.O. SUNSHADE _ _ �). SUNSHADE °D —PRECAST CONCRETE SILL Gp*1 i - ' I 3 REFERENCE 109'-10" _ 109'-10" f 09'-10" 1_09'-10"_- ONLY T.O. MASONRY SILL 1 1 T.O. PRECAST SII-L� T.O. PRECAST CONCRETE SILL T.O. 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LAP BUILDING PAPER —� 1 ♦W^^ ♦ OVER COPPER FABRIC `~ � MASONRY VENEER WITH 1 1/9" V �__—ME R RE COPPER L SWINGFABRIC RI FLASHING I I AIFSPACE, I" AIRSPA,,E AT 4 I = MASONRY VENEER TYPE 4 FLASHING [ " 1.02'-0' X104 0 AT SIM �` --FREE DRAINAGE MESH SYSTEM W FREE DRAII.AGE MESH SYSTEM - MASONRY VENEER WITH 1 1/2' Q!l o AIRSPACE SEE FLOOR PLAN FOR WALL WEEP HOLES AT 24" O.C. I 4444---WEEP HOLES AT 24" O.C. I --�-` --BUILDING PAPER OVER GYPSUM NPES 41 - `-- SHEATHING OVER 6" METAL _ — COPPER FABRIC FLASHING WITH 4��--COPPER FABRIC BASE FLASHING i= i CONCRETE SLAB ON VAPOR " DRIP EDGE MAINTAIN COPPER / WITH DRIP EDGE, MAINTAIN STUDS. LAP BUILDING PAPER BARRIER OVER GRAVEL BASE IM1� FABRIC FLASHING ABOVE FINISH 6 issue date: 05 AUGUST 2003 FLASHING ABOVE F,i4ISH -` OVER COPPER FABRIC CLASHING 6 r� COURSE (SEE GEOTECHNICAL GRADE.GRADE. SOLID GROUT AIR SPACE GRADE. SOLID GROUT AIR GYPSUM WALL BOARD- REPORT) BELOW BASE FLASHING I job number. 0321 SPACE BELOW BASE FLASHING -� - FREE DRAINAGE MESH SYSTEM _ CONCRETE SLAB ON VAPOR ----MEMBRANE I I WALL FLASHING - RUN MEMBRANE WALL FLASHING BARRIER OVER GRAVEL BASE EEP HOLES AT 24" O.C. = feVlSiOnS: BEHIND COPPER FABRIC FLASHING ( RUN BEHIND COPPER wRIC COURSE SEE GEOTECHNICALlig FLASHING. REPORT) �•�`. OPPER F,^BR'C FLASHING WITH '� � ti" TO TOP OF CONC. LAP OVER WATERPROOF MEMBRANE DRIP EDGE. MAINTAIN BASE -- CONCRETE SIDFWALK I FLASHING ABCVE FINISH GRADE. " �`��''` I 1/2" CHAMFER AT CORBALL CCI PROJECT No. - _ SOLID GROUT AIR SPACE BELOW t00-0 COPPER FABRIC FLASHING107.-0 AT SIM I I EDGE AT MASONRY TYPE 4 10 69 - 0 11 0 - \ MLMBRANE WALL FLASHING - CONCRETE FOUNDATION - REFER PUN BEHIND COPPER FABRIC I TO STRUCTURE X FLASHING TO TOP OF CONC. - -- _- - I I DRAINAGE COMPOSITE SYSTEM WATERPROOF MEMBRANE EXTEND MASONRY VENEER I ILTER FABRIC BELOW FINISH GRADE, TYPICAL ` � I --CONCRETE FOUNDATION - L_ -_ REFER TO STRUCTURE +� •• •Ft:C1. , EXTERIOR DETAILS C UMPL CE Wh H APPLIC'aAHLF PORTIONS OF 1�iH r,.., �-FILTER FABRIC 1999 Ura Y 'Tan ructoral S1,edelt Code(USS() \ � cKn echeo,cel SWclelty Code(OMSq 2000(1rHpn umb,ng So"1101ty Code(OPSC) -- ~``��•� 2000 OrvII at-Incril Snermlty Cade(OESC) \ 19"Or-gon ,lar-1,-Code(OUFC) 1997 UBC Std 9 1 (M"ya,nkIW1) j 1997 UF(;Std 10 2(lire maims) �'LAN REVIE APP ----� r)NSTRUCTI N TO PROCEED IN VIOLATION OF FF('ERAL.STATE.ORL(XAIFIEG"TOC NORDOES file name: 0321-0703 IT RELIEVE DESIGNER FROM ANY ILAIBILITY OR LIAER FABRIC RESPONSIBILITY. 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MATCH / 78 -^ RETARDER ON METAL DECK / BELOW FASCIA FLASHING SHAPED RIGID � RIGID INSULATION WITH 'Z' � FURRING ON VAPOR RETARDER a- r \ ROOF FINISH. 12" SPLICE INSULATION IN r� REFER TO I `-_-�- CORRUGATED SIM \ ON METAL DECK w ' STRUCTURE PLATE AT JOINTS. PROVIDE BUTYL SEALANT AT SIDEWALL j 7.4) 1_'Z' kIGID INSULATION WITFI DECK FLUTESzMlTAL ROOFING BUTYL SEALANT EACH SIDE OF ROOF PANEL FURRING ON VAPOR SET IN \• -_ METAL ROOFING OVER ICE AND --------\ DIP GALV.- I �`— WATER SHIFT D - RUN ICE AND S HOT DIP GALV TS (" OF SPLICE JOINT 1 /-- PAINT EXPOSED TEFL DECK C BEAM - REFER WATER SHIELD OVER (OP OF i � � ��: '^`�"����`��''-� RETARDER ON METAI SEAIANT r \ TO STRUCTURE 4X2 - REFER TO �` i _ __._ _-• I DECK 128'-10" AT EXTERIOR 93 MTL STUDS I CONT. GALV. CLEAT - - "`` "�' r x m STRUCTURE - - _ , ' B O DECK AT BUTYL SEALANT AT SIDEWALL 7.4 - - -- - - --- - FASTEN AT 12" O.C. f SHAPED�- PAINT EXPOSED STEEL - ---- ' - RIGID INSULATION ON VAPOR 1 RIGID DECK AT EXTERIOR - OF ROOF PANEL CONCRETE 11 PREFORMED GALV RETARDER OVER METAL DECK-� I 58 INSULATION 4 COLUMN ,= METAL GUTTER - - t4` METAL STIID •• PREFORMED METAL GUTTER Q l/ PAINT METAL DECK AT ALL 7.4 IN DECK ---- ------SHAPED NEOPRENE - C/^0 MATCH ROOF EXPOSED SURFACES - FLUTES SET �• • CLOSURE IN DECK - FINISH = - 4 1 TOP CHORD OF STEEL JOIST - j' IN SEALANT FLUTES SEI IN SEALANT +127'-10° x' GALV ENDS PAINT 1 ' - - T.O CMU G L AND P 1 - 3' GALVANIZED __4 2" METAL STUD 2 1%2' _ EMT WITH SHEET I BUIL(-UP - -� I , '" - ( `` GYPSUM - -� 3'16' SMOOTH CURVED METAL TRANSITION - +-T%X2 HOT DIP CALV. STEEL ROOFING WITH m STRUCTURAL BOARD OVER u0T DIP GALV. 6..-.NT CMU x� ` 76 � +11 1 -6" TO GUTTER _ I TUBE FASCIA GRAVEL \ "J 4" METAL PLATE I ,Z STUDS WITHSHAPED-- BATT 1/2" GING OVER r BATT - - STRUCTURAL CMU WALL - SHAPED- T.O. COLUMN I 1/2" RECOVER NEOPRENE BOARD VER 3" _ ' INSULATION REFER TO BUILDING I 11 I � _ _ CLOSURE IN V RIGID INSULATION -- -^" --` E'_EVATIONS FOR CMU } / ON METAL ROOF DECK FLUTtS 3 16" HOT DIP GALV. BENT CLOS TYPE SET IN 405 I PLATE. LAP OVER METAL SIDING 4" DECK SEALANT METAL SIDING OVER 7/8" FURRING CHANNELS WITH NEOPRENE CLOSURE TOP AND BOTTOM OVER GYP. SHEATHING ON CANOPY SAVE C� lAIL -- O �RAKL DLw IAII__ AT DORMERS 52 ROOF DETAIL `j2 RAKL N IAIN- _ EAVE DETAIL 6- METAL STUDS 22 Scale: 1 1/2" = 1' - 0" Scale; 1" = 1' - 0"Sca3" = 1' - 0' Scale: 1" = 1' 0" Stole: 1" = 1' - 0" l� /---METAL ROOFING ON ICE AND 'x C RID A \ RI WATER SHIELD LAP OVER WATER SH;ELD - LAP OVER METAL ROOFING ON ICE AND CAVE, RUN dELOW FASCIA F EAVE, ROLA BELOW FASCIA FLASHING I -t 1112* -6° METAL RoonNG ON ICE C� xf CONTINUOUS BUTYL TAPE----- - -- - - -�-" -- GNASHING ' BETWEEN ROOFING AND SHEET SHAPED RIGID 12 AND WATER SHIELD 6' 2'-3'__- - -_ -___3 1,-Q. _ _ i �. --RIGID INSULATION WITH 'Z' LAP OVER EAVE, RUN METAL GABLE TRIM INSULATION IN g RIGID INSULATION WITH 'Z' 2 V XAVIER E. RUEDA � 40 2 ,� 1/2" 1 1/4' FURRING ON VAPOR RETARDER BELOW FASCIA FLASHING SHAPED RIGID METAL GABLE TRIM POP DECK FLUTES ON METAL DECK 78 INSULATION IN FURRING ON VAPOR RETARDER CORRUGATED METAL--- / SHEET METAL FASTENER WITH -- - \ SIM \ ON METAL DECK SET IN SEALANT DECK FLUTES ' ROOFING ON HOT DIP NEOPRENE WASHER AT 12" O.C. RIVETED TO ANGLE TRIM - 7.4 -RIGID INSULATION ON MATCH ROOF FINISH. 12" PAINT EXPOSED STEEL DECK VAPOR RETARDER ON SET IN PAINT EXPOSED STEEL DECK PORTLAND, OREGON GALV. TS 4X2 PURLINS - /�% AT ANGLE TRIM SPLICE PLATE AT JOINTS. SHAT-F:D-- AT EXTERIOR METAL DECK AI'1T d REFER TO STRUCTURE SF .- PROVIDE BUTYL SEALANT NEOPR;NE '' " >< I 1Jp'-10" IT. , \ AT EXTERIOR I 0 RECEIVER TRIM � .. .-. - �_ � .�.�:�.....d 20 GA GALV DRIP a \ \I EACH SIDE OF SPLICE CLOSURE IN -BUTYL SEALANT AT SIDEWALL I .� -PAINT ET POSED STTEEL �d.0. DECK AT ID BUTYL SEAIANT AT SIDEWALL ,a. \ �. JOINT DECK FLUTES L OF ROOF PANEL I DECK A EXTERIOR SHAPED RIGID 1 OF ROOF PANEL O FLASHING LAP 6" AT ENDS SIA � METAI ROOFING OVER 3UN-- � INSULATION IN SHAPED RIGID W/ (2' ROWS OF SEALANT r BUILDING FELT - RUN BUILDING _ SET IN SEALANT - MATCH ROOFING FINISH p• FELT OVR TOP OF METAL STUD 1 I -CONT. GALV. CLEAT - DKINFLUTES -,� INSULATION IN �� ' - STEEL TRUSS,-- 76 �•- --� SHAPED NEOPRENE J PREFORMED METAL CUTTER FASTEN AT 1:' O.C. n CLOSURE IN DECK DECK FL-1- J1 / I I 22 GA. GALV GUTTER / - SEALANT 1 I' AT 'a � COLUMN, AND -`'I I GALV. END AND PAINT -3 5 8' METAL STUD FLUTES SET IN SEALANT SET IN I T LAP OVEF P FiiIN. M C /'f BEAM REFER 7 4 L2X2 - PAINT ( SEALANT I I TOP CHORD OF STEEL JOTS - ROOF FINISH �� /� -HOT DIP GALV SMOOTH TO STRUCTURE ( - -, HOT DIP GALV. BENT - �_ - ATTACH TO _ 3/16" SMOOTH CURVED STEEL BEAM-_ I l� I B.O. DECK- CURVED W6X ✓ �.' METAL DECK 8" CMU 6 18 GA X 1" GALV GUTTER I PREFORM-D PLATE OVER 1 1/2" ( l 1 BRACKtT AT 36" O.C. - STEEL CLOSURE - -' \ METAL GUI TER _ FURRING CHANNELS WALL AT SIM) I I � I _ - 7'4 /%J - '� PLATE - WELD (� �, REFLECTION!�� !EAD �{ FINISH TU MATCH ROOFING TO BEAM ] TOP CHORD OF -- BUILDING PAPER OVER SHAPE 3/16" HOT DIP GALV BENT FOR HOT UIP GALV. W8X STEEL �� 3/16" HOT DTP V. BENT STEEL TRUSS - GYPSUM _ GYPSUM SHEATHING OVER NEOPRENE ,^.1 LLOSURE 'LATE. LAP OVER GYPSUM WALL--- - CLOSUPE PLATE. IAP OVER GALV ENDS AND BOARD 6" METAL STUDS CLOSURE IN I I G' METAL SIDINC 4" BE;'.M - REFER TO C^ METAL SIDING 1" AINT - DECK FLUTES --METAL SIDING WITH NEOPRENE 3 REFLRENCE STRUCTURE BOARD ON 6° _ ALUMINUM WINDOW SET IN 3 METAL TTH LBATTTUDS 250 i `�) --METAL SIDING OVE 7/8 SEALANT Y50 ! r ,\ I OVER 7/8" FURRING CHANNELS FURRING CHANNEL OVER GYP. CLOSURE TO AND BOTT'1M INSULATION SHEATHING ON 6" ET& STUDS� / I C L I � ONLY EAVE D ETA I I ---- -Z°WITH BATT INSULAT ON 1'-9' y L I A K I_ DETAIL 7Ys'- EAVE EAVE D ETA I L_ METAL GS UDSHFATHING ON 6" g 3 EAVE DETAIL 7 RAKE DETAIL _ 3 ---��� Scal. 3" _ - Scale: 3" = 1' 0 Scale: 1' = 1' - 0" Scale: 1" 1' 0" 2`� S METAL ROOFING ON ICE AND p METAL ROOFING ON 30# RI WATER SHIELD - LA' OVER 1Rlp -METAL ROOFING ON ICE AND BUILDING FELT - WRAP EAVE, RUN BELOW FASCIA -- METAL ROOFING ON ICE OVER EDGE OF GUTTER FLASH14G AND WATER SHIELD - \, jam— WATER SHIELD - LAP OVER I - ON METAL. 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LAP 6' AT DECK FLUTES INSULATION IN --BUTYL SEALANT AT SIDEWALL W T I SEALANT t' SF N SE L n" i ` ____-__- . OF PANEL _ ENCS W/ (2) ROWS OF SET INDECK FLUTES - � � SHAPED NEOPRENE - - �. 4 HOT DIP CURVED WALVFASCW SMOOTH - - 6 SEALANT - LAP ONTO STEEL TRUSS, �76 SEALANT FLUTES SET INSEALANTSHAPED_- y� r J PREFORMED METAL GLITTER 4 Q N \ �. q• ROOF MIN 8". COLUMN, Ai4D NEOPRENE i BEAM - REFER �- I2X2 - ` CLOSURE`I' -----3/16- H T DIP GALV. �� TOP CHORD OF S-:EL JOIST - -7 HOT CLOSURE IN W M ------------------------------ ___________________.._____ 2'L CA. GALV GUTTER TO STRUCTURE --� ATTACH TO I GENT PLATE OVER 2 DEC FLUTES - EN PLANT c , 07 -PREFORMED METAL DECK c K L (� _I GALV ENDS AND Cr. \' WITH LAPPED EXPANSION I i/L" FURRING - LAP ,ET IN 76 Z (Z JOINTS. SEE ROOF STEEL CLOSURE \ METAL GUTTER I OVER METAL SIDING 4" SEALANT j --�- 7 4 cc Z LJJ + PLAN FOR JOINT PLATE - WE - DEFLECTION _ = TOP CHORD OF HEAD -METAL SIDING ON 7/8" STEEL BEAM - 3/16" HOT DIP GALV. BENT �'� E-- I 2 LOCATIONS LAP ONTO TO BEAM „• -- CONT. HOT DI ROOF MIN. 4". MATCH 1- STEEL TRUSS - FURRING CHANNELS J CLOSURE PLATE ON 2 1/2" I n` ROOF FINISH 3/16” HOT DIP GALV. EILAI � GALV ENDS AND GYPSUM ! � � �' MFTAL STUDS WITH DRIP GALV. END ANGLE - i GYPSUM WALL Z 1 5 X 3 X 5/16" \ CLOSURE PLATE. LAP OVER PAINT BOARD _ _ O Z 18 GA X 1" GALV BOARD ON 6' METAL SIDING 4" 250 - ' —_BUILDING SHEATHING EON FLASHING AT BASE Q Q METAL STUDS -FIAT METAL F'ANEL OPI BUILDING - Q LU GUTTER BRACKET AT 6" METAL STUDS WITH WITH BATT _'LUMINUM WIND I C'3 C% 36' O.C. FINISH TO �, BATT INSULATION 252 r>,` PAPER OVER GYP. SH:ATH!NG MATCH ROOFING INSULATION _ ON 6" METAL STUDS C� CO ~ IT-- z' 1' -- r i L f _AVL DETAIL W U RAKE DETAIL 75 EAVE DEI-AIL 55 EAVE DEl All � - -- — - RAKE DE Scale: 3" = 1' 0" Scale: 3" = 1' - 0" Scale 1" = I' - 0 `� Stole 1" = 1' - 0' -` -- l Srale: 1" = 1' - 0° /�. Z tr ' METAL ROOFING ON ICE AND cc Z t-- METAL ROOFING ON ICE AND 1'-2 1/2' I I_ -- -WATER SHIELD _s. 2-J• 4 U; SEALANT AT SIDEWALL OF ROOF - U.J 1 4 --- METAL ROOFING ON ICE WATER SHIELD - LAP OVER RI X RI _g. PANEL ~ Q i /� AND WATER SHIELD. EAVE, RUN BELOW FASCIA _ 72 ` RIGID INSULATION WITH Z 'r �,� ` - LAP OVER GUTTER FLASHING / FURRING ON VAPOP S �"� Q = LL ---. - K. METAL ROOFING ON ICE AND f 5 / 7'4 RETARDER ON METAL DECK "-`-�_ `� ~ -- WATER SHIELD - LAP OVER O ALUMINUM WINDOW ' / o _ RI tt BUTYL SEALANT AT -- RIGID INSULATION WITH 'Z' F- f FIAT METAL PANEL_ SYSTEM v I --SIDEWALL OF ROOF FURRING ON VAPOR RETARDER x' �----- EAVE, RUN BELOW FASCIA PAIL:T EXPOSED STEEL DECK 0CJ ` I � ``` \ 132 4" PANEL 12 / ON METAL DECK - �- , r r---- --- -- ! AT EXTERIOR B.O, DECK AT GRD U- FLASHING Q BUILDING PAPER ON GYPSUM l SHAPED RIGID - TGID INSULATION WITH 'Z' W SHEATHING ON 6° METAL ` I Ji�' (2) 4" METAL SUDS —14 / -PAINT EXPOSED STEEL DECK _�_ SHAPED NEOPRENE CLOSURE p_ INSULATION IN �• SHAPED R111(l,- -� FURRING Ot� VAPOP RETARDER �n _ / AT EXTERIOR SHAPED RIGID IN DECK FLUTES ,ET IN ON METAL DECK N m STUDS WITH BATT INSULATION �I '' - - 27 GA GALV. DRIP DECK FLUTES INSULATION IN �- -� SEALANT INSULATION IN 4 =_` W O I I I -GYPSUM WALL BOARD FLASHING. LAP 6" AT SET IN SEALANT �- BUTYL. SEALANT AT SIDEWALL DECK FLUTES SET ` DECK FLUTES SET 22 GA GALV. METAL FLASHING-- -- --- IN SEALANT - WITH CONTINUOUS GALV I ENDS W/ (2) ROWS OF ;c` OF ROOF PANEL IN SEALANT - 250 CLEAT - FASTEN AT 12" O.C. SHAPED 3/16" NOT DIP GALV. BEM LEA \ SEALANT - LAP ONTO �/ PLATE OVER 2 1/2" SHAPED NEOPRENE NEOPRENE PREFORMED METAL GUTTER CLOSURE. PLATE - _ 6 ROOF MIN 8". " FURRING LAP OVER METAL 22 GA GALV. METAI_ END WALL RIGID INSULATION \ > \ CLOSURE IN 76 WELD TO BOTTOM CLOSURE IN DECK FLASHING WITH HOOK SEAM ON VAPOR �\ ��q, 4 7,4 94 SEALANT - 7.4 PREFORMED b'E(AL GUTTLP �,,:\ `� \ 1 DECK FLUTES T SIM FLANGE OF WE - SIDING 4" FLUTES SET IN SIM TOP CHORD OF STEEL. JOIST— JOINT ON / ^�/ 22 GA. GALV. G JTR SE IN LAN __ - METAL SIDING ON 7/8" - \ JOINT TO ALLOW FOR 1" OF I I / �`- DEFLECTION HEAD --- MOVEMENT - METAL PECK - / WITH LAPPED EXPANSION I . ^t FURRING CHANNELS BUILDING PAPER ON- �\ GALV. ENDS AND PAINTLLJ PAINT EXPOSED JOINTS. SEE ROOF STEEL TRUSS, t CORRUGATED METAL ROOFING METAL DECK AND PLAN FOR JOINT COLUMN, AND -TOP CHORD OF GYPSUM BOARD- GYPSUM SHEATHING TOP CHORD OF LOCATIONS. IAP ONTO I BUILDING PAPER OVER ON J" METAL _1-21h! IXPOSED STEEL DECK Al STEEL TRUSS - ( �D GYPSUM SHEATHING ON 6" \ Fx1FRIOR ON HOT DIP GALV STEEL STEEL TRUSS ROOF MIN 4". MATCH BEAM - REFS / GALV. END AND CONT, BENT PLATE F- ( WITH ATT STU')S WITH BATT \ W TS02 PURLINS \ TO STRUCTUR 3/16" HOT DIP GALV. BENT- META[. STUDS WI B INSULATION ��- _� CLOSURE PLA1E ON 2 1/2" INSULATION ROOF FINISH PAINT --3/16" HOT UIP GALV. BENT CONT. HOT DIP---- �. CLOSURE PLATE OVER 2 1 2" HOT DIP GALV. TS5X2 - h GYPSUM WALL METAL STUDS r /'� 6 issue date: 05 AUGUST 2003 6 REFER TO STRUCTURE GALV. END ANGLE -18 GA X 1" GALV. -METAL ROOFING ON ICE AND I METAL SUDS - GUTTER BRACKET AT RID ON 6" - WATER SHIELD _- job number: 0321 HOT DIP GALV. BEAM - ' r4•--- 6 X 4 X 5/16" 36" O.C. - FINISH TO METAL STUDS o o ALUMINUM WIN OW -- - _ - -- ALUMINUM WINDOW 1 REFER TO STRUCTURE ♦ MATCH ROOFING WITH BATT 1'-3 1/2" 1'-3 1/2' - - I'-9• - --- RIGID INSULATION ON VAPOR INSULATION RETARDER ON METAL DECK r revisions: 1 ALUMINUM WINDOW F - I AT D O R M�I`? CA WINDOW WALL DETAIL LAVF DETAIL I-! VL DETAIL RAKE DETAIN_ AT DORMEREAVE DETAIL 11"'N$ 96 = _ _ _ _ _ (27 _ _ '. '' SCI Scale: 1 1 2" -- 1' - 0" / ;tale: 3" 1' 0" C `` Stole: 1" 1' 0" Scale: 1" 1' 0 `" tnA"I CCI PROJECT No. J C� )Fj " � Scale: 1" 1' 0" x1n r' ,:q �lrn.. -n (OESQ 10 69 — 0 CORRUGATED METAL SIDING ON 7/8" FURRING �y I 1 �tl CHANNELS CONTINUOUS BUTYL TAPE -- //BETWEEN ROOFING AND SHEET METAL STUD EDGE BLOCKING - 8 T SIM, �.- -� Z' 3' I•v`•�E+.L_.��.. -� n DOES NOT AUTHORIZE METAL GABLE TRIM POP METAL ROOFING ON - I r aHUCFED IN VIOLATION OF LAP BUILDING PAPER OVER WALL BASE Fli SHING---- METAL GABLE TRIM 4 I i.' , ---- - RIVETED TO ANGLE TRIM - METAL ROOFING OVER ICE AND WATER SHIELD-�� �.' s'-, I/Z" 30 BLDG FELT - "_AL REGULAT10N5.NOR DOES • SHEET METAL FASTENER WITFI LAP ICE AND WATER SHIELD OVER EDGE ' - - -- \. �Etii(� ER FROM ANY LIABILITY OR MATCH ROOF FINISH. 1?" � LAP OVER RAKE � � NEOPRENE CLOSURE SET IN SEALANT NEOPRENE WASHER AT 2" O.C. SPLICE PLATE. AT JOINTS. CLOSURE SET IN SEALANT PROVIDE BUTYL SEALANT TOP AND BOTTOM - GALVANIZED WALL. BASE FLASHING W/ DRIP EDGE -- AT ANGLE TRIM __ ,/ - ( 73 �. �J-W �_C4 E 5 '�71 �� EACH SIDE OF SPLICE __ DATE. FASTEN TO STUD RLOCKNG I --� i I JOINT GALVANIZED CLEAT- r 7,4 �� �1 Z,r T 'SNA ANY, INC. �, RECEIVER TRIM - I FASTENED AT 12"o.c.. PROVIDE GLAVANIZED RECEIVER rl_ASHING. LAP BEHIND WALL---------- �- SEALANT B1WN CLEAT AND - / STEEL DECK - l _ � CONT. GALV. CLEAT - SUBSTRATE / , � PAINT `. � '� � BASE FLASHING AND FASTEN TO STUD BLOCKING I ---- - - -.- - K AT ---METAL ROOFING ON 30N RLOG I � FASTEN AT 12" O.C.OC14 GA. BENT PLATE. EXTEND TO-----. B.O.80DECK AT�lQ-� --SEE PLAN \ SUPPORT ROOFING \ \ �f FELT - LAP OVER EAVE 7 EXTERIOR DETAILS 7 GALVANIZED INSERT FLASHING W/ SPRING ACTION --� L FOR WALL `�2 1/2" METAL STUD _ _- -_ STEEL JOIST -- - - --— I I TYPES GALVANIZED CLEAT FASTENED - - GALV. AND -Bl11YL SEALANT AT SIDEWALL RAKE WALL TRIM - MATCH ROOF FINISH - �� TO MTL. STUD FLASHING SUPPORT _ ` . OF ROOF PANEL I� , OT DIP GALV. WBX, I PAINT _- -_ _ •.�; STUD ____--_._-_. - __ SMOOTH CURVED AT SIM GALV. METAL EAVE FLASHING W/ DRIP - - - METAL ROOFING OVER ICE AND WATER SHIELD.- - BLOCKING 00 REFORMED METAL GUTTER EDGE. RUN OVER ROOF AND L CK - 5" T \� RL"' ICE AND WATER SHIELD UP WAI_I_ AND BEHIND - / P WALL BASE FLASHING (2) 4" METAL STUDS ED ROOF CLEAT. MATCH SIDING T.--- W16X HOT DI s I SI s' s" At sIN - FRECEIVER _ GALV. STEEL nr SIM ,y � ��, GALVANIZED RECEIVER - / TOP CHORD OF STEEL JOIST TRIM - - -- ------ -- B.O. DECK -_ BEAM BEYOND ----- - - - - = -T- - LPAIN"I EXPOSED STEEL \ GALV. ENDS AND PAINT l ! FLASHING. LAP OVER STUD DECK I file name: 0321-0704 BLOCKING METAL ROOFING OVER ICE AN w CONCRETE 75 --- s, -rr WATEP. SHIELD - RUN ICE AND ~) -f' �� I COLUMN HOT DIP GALV. BENT I GALVANIZED INSERT FLASHING \ 4 I RIGID INSULATION ON VAPOR ( WATER SHIELD OVER TOP OF W/SPRING ACTION I \-I� BEYOND _ PLATE - REIER TO RETARDER OVER METAL DECK S +1. C L STRUCTURE ' - MTL STUD I ����`` 'E� --- I _- _--- -- RUN BASE FLASHING OF BUILT-UP- - --- I Two Col (2) a" METAL STUD HAILERS --- --- -- -- - - -- - RIGID INSULATION ON VAPOR--/ ROOFING UNDER INSERT FLASHING I - -HOT DIP GALV. WIDE RETARDER OVER METAL DECK - - FLANGE PAINT METAL DECK AT ALL GYPSUM SHEATHING OVER 6" METAL STUDS `\� j EXPOSED SURFACES �J/ I I II RAKE DETAIL E VE DIET `ONCRETE COLUMN ; DETAIL RAKE DEIAIL �� LAVE N IAIT28 &FLASHING Scale: 1" = 1' - 0" 1113511sx% IIti('l)I \ S 1'121'.1{1 cale: ;" = 704 1' _ 0" Scale: 3" = 1' - 0" - Sc:ale 3" `5 L Scale: 1" = 1' 0° ltl 1`2003-00443 90 80 70 60 50 40 30 20 10 vl:�� tic ncls►1. 8 NOTICE. IF THE PRINT OR TYPE ONAAY IIIIIII I�!Il�r Ill Jill !III1 1I�IIIIIII 11111 111II111 IITIIII IIIIII VIII I I�II1I1 I�IIIII IIIIIII IIIA IIrIIIIII!I IIIIIII IIIIIII VIII I I�IIIII I�I i I I�IIF�I I!IIIII IIIIIII III�1 1I� -t- C IMAGE IS NOT AS CLEAR AS THIS NCTICE, _I 1I ---_--"-L - - -�� I 4 I � - -- Gl_-- -I---�L-- I g�- ` I ��' I 1 i L._--iJ �.J (� 1 L I �� o�DO�J IT IS DUE TO THE QUALITY OF THE _ N"" ORIGINAL DOCUMENT (�E L 13G LZ 9�1G �L 6Z S �2 ijjZ S 8t 8i L�t 9t 4T 6t I t;��t I��St i t II t 8 l8I 11LTe Iillllllll illi ILII ILII IIIllljjl ILII III!IIIII IIIIIIIII ILII III► ILII flll�lllllllll�lllllllll�llil ILII ���� IIII�IIII IIII�IIillllll ���� ���� ����II III�IIIIII�IIIIIIIII�IIII Illllll►� ►�������� ��►Illillllllllllalllll�lllllllll�lll —__ ll!l�l ' ' Ltllllllll�N111 t� 70 60 50 40 30 20 10 0 80 $ to 90 M `" 00 MQ `h cm N C � Cir Sfir. CD z R M Z O C/3 N N S cn N O U7 r V d N F-- 1 ti 1 2 XAVIER E. ROEDA 2 J PORTLAND, OR11GON t FOR 3 REFERENCE 3 ONLY 11"z W 2 W n V Q M 4 ttttttttJ _ CNC r M W cn C p w t� z w Z O ci cx: E LDo 2 EQUAL EQUAL W U WC c/') = a: Z i= 1 H Q M 5 ¢ = LSI 36' DIA. MECHANICAL - j W O C 5 DUCI OP,_NINCRM N cr- W r✓' a. U-) a ---- - ---- W o m I 1 I 1 I ' W 1 1 ,se""i: is ' OPEN I �;Fv."t!ANCEV11rHAPPLIr;Aiil r PURTIONSOF v r I91ruetutal S,a•tla'ry 0--;*(USSC) 14v1 , n hAwhAM"I Spwolty i ft*(OMSO W 1 204 r,Nlu"Otip SomMIN t"I.(()PSC) I 1 1 W ENP;tr•y7al So*ow,Cao«(OESC) I 194N Jp,dym (:tva(OUFC) !qq? W ;itd 9.1(ht.t torw4wrf) t uyl UI-C Std I0•1(fire a mtb) 4 - 15-0" 15t-0" dl•�+ REVIEW APPROVAL DOES NOT AUTHORIZE 'IPTPUCT!ON TO PROCEED IN VIOLATION Of ---_--- -- :�; ,�;, : �IIALREauLATIoNs NORLx'3 6 issue date: 05 AUGUST 2003 t 4ER FROM ANY LIABIL'TY OR g ,Nuri,lulu I v job number: 0321 tv GL-N DATE ►a 3I o3 revisions: CLAIR COMP,3NY, INC. GGI I riva.JFCT No. , 1069 - 020, „ - - — lI , M .. - ._ w J-. n -------- -------- --- - _-- —_-_ Q W ----__ �? 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NO.36 e' �ILII II�II�IIII IIII�II°rlPlllll�llLll LIIII�IIII IIII�III,I EUI�UJ►I lLUl�llBll llllIi.lll SIll�uII ll�Tl LIII�I�IIII 6IIII�IIII IIII�II8iI[IIII�IILII IIII�IIII III�II9II TIIIITIIII�IISII TIill�llLil TIlll�lllTl TIlll�ll TIlllIIllil 8IIIIIlJg 1 JORIGI'+AL COCUMENT30X ll�ull uu rIu un uu uI 111111 60 70 60 50 40 30 20 0 NM STRUCTURAL NOTES YTRUCTURAL STEEL STRUCTURAL DRAWING LIST z 00 rn a 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE "AISC MANUAL OF STEEL - - - - - -- - -- cm N f GENERA CONSTRUCTION". i ISSUE LOG C) cn 2. STEEL PLATES, MISC SHAPES AND RODS - ASTM A36. o 1. ALL PHASES OF THE WORK SHALL CONFORM TO THE STANDARDS OF THE 1998 "OREGON 3. W SHAPES - ASTM A992 O 0 0 Z Lns STRUCTURAL SPECIALTY CODE" (1998 OSSC) AS A MINIMUM STANDARD OF PERFORMANCE. 4. TUBING - ASTM A500, GRADE B Tn cV U) a __ 2. THE CONTRACTOR SHALL VERIFY r1ID CORRELATE ALL DIMENSIONS AND ELEVATIONS ON THE 5. STEEL PIPE - ASTM A53 GRADE B IN o STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS AND SHALL NOTIFY THE A'CHITECT OF ANY 6. ANCHOR BOLTS - 0 O O DISCREPANCIES OR INCONSISTEN„IES, PRIOR TO STARTING CONSTRUCTION, 314" DIAMETER - ASTM F-1554, GRADE 36, MINIMUM EMBEDMENT = 12 W , 3. THE CONTRACTOR SHALL COORf NATE ALL BRICK VENEER, OPENINGS, Sl--VES, INSERTS, 1' DIAMETER (& LARGER) - ASTM F1554, GRADE 55, MINIMUM EMBEDMENT = 19' + DRAINS, SLOPES, DEPRESSEr' AREAS, AND kFLATED EQUIPMENT WITH ALL OTHER DRAWINGS. 7. BEAMS SHALL BE CAMBERED AS NOTED 014 DRAWINGS. CAMBER SHALL APPROXIMATE A CIRCULAR ARC. I Y tl z o 4. THE STRUCTURAL DRAWING6 AND SPECIF!CATIOT JS REPRESENT THE FINISHED STRUCTURE. THEY DO CAMBER ACCOMPLISHED BY INSTALLING A SINGLE KINK AT MID SPAN OF BEAMS IS NOT ACCEPTABLE, U W N NOT INDICATE THE METHOD OF CONSTRUCTION. UNLESS OTHERWISE NOTED. THE CONTRACTOR 8. H.D. GALVANIZED FINISH AT ALL ITEMS EXPOSED IN EXTERIOR LOCATIONS AND BRICK LINTEL ANGLES. = M w SHALL PROVIDE ALL METHODS AND EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN 3. ALL WELDING PERFORMED BY CERTIFIED WELDERS, USING E-70XX ELECTRODES. U ` AND OTHER PERSONS AND PROPERTY, THE CONTRACTOR SHALL ENGAGE, AT His OWN EXPENSE, 10. WHERE WELD SIZES ARE NOT INDICATED, USE THE FOLLOWING AS A GUIDE: Z `�j Z QUALIFIED PERSONS TO DETERMINE ALL NECESSARY PRECAUTIONARY MEASURES AND TO INSPECT A. GROOVE WELDS -- FULL PENETRATION OF- PLATE THICKNESS g 0 -j 1 SAME AT JOBSITE B. FILLET WELDS - UNLESS NOTED 3/16" MIN SIZE � LJ °a `f' Ln COLUMNS TO BASE PLATES - 1/4" MIN SIZE N W N 1 DESIGN LOADS 11. BOLTS REFER TO TYPICAL WELDING DETAILS DRAWINGS I- •+++*+ I - I- 11 1 SOIL BEARING PRESSURE - 3000 PSF, PER SOILS REPORT BY GEOCON INC dated FEBRUARY 2003 A. STEEL TO STEEL CONNECTIONS - ASTM A325X , BEARING TYPE WITH THREADS EXCLUDED FROM SHEAR P NES 9 LA ! 2. ROOF LIVE LOAD - 25 PSF (DRIFTED SNOW PER 1998 OSSC CHAPTER 16 APPENDIX) 12. PAINT UJ> m D I i 3. WIND LOAD - 80 MPH ,EXPOSURE B, 1998 OSSC A. ONE COAT SHOP APPLIED RUST INHIBITING PRIMER f- 4. UBC SEISMIC ZONE 3 B. NO PAINT ON SURFACES TO BE EMBEDDED IN CONCRETE. V) SHEET NAME 5. FLOOR LIVE LOADS 13. GROUT ... COMFORM TO ASTM C1107 GRADE A & CORPS OF ENGINEERS CRD C621 X X S1 .0 STRUCTURAL NOTES AND DRAWING INDEX A. MECHANICAL ROOMS - 60 PSF (REINFORCED LOCALLY) IISE IN STRICT COMPLIANCE WITH MANUFACTURER'S WRITTEN DIRECTIONS B STORAGE ROOMS - 125 PSF 14. POWDER ACTUATED FASTENERS (PAF) - AS MANUFACTURED BY HILTI INC. AND INSTALLED IN X X S1.1 TYPICAL DETAILS D. CLASS ROOMS - 40 PSF ACCORDANCE WITH ICBG REPORTS NO. 1290 & 2388. MAXIMUM SPACING AS NOTED IN DETAIL )( X S1 .2 TYPICAL DETAILS E. CORRIDORS - 100 PSF FASTENERS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE EQUIVALENT ICBO i APPROVED LOAD CAPACITIES. STRUCTURAL ENGINEER'S SPECIAL. II4SPECTION_I?_UQE M A. STEEL TO STEEL CONNECTIONS -0.177 INCH DIAMETER, SPACING = 24" 0/" MAX X X S2.1A FOUNDATION PLAN - SECTOR A B. STEEL TO CONCRETE CONNECTIONS -- 0.145 INCH DIAMETER x 3" LONG, SPACING = 32" O/C X X 52.18 FOUNDATION PLAN - SECTOR B GENERAL 15. EXPANSION ANCHORS -- DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT = 8 DIAMETERS. j KWIK BOLT II AS MANUFACTURED BY HILTI INC. INSTALLED IN ACCORDANCE WI.'H ICBO REPORT X X S2.1 C FOUNDATION PLAN - SECTOR C !+ 1. SPECIAL INSPECTION IS REQUIRED PER CHAPTER 17 OF' THE 1998 OREGON STRUCTURAL NO. 4627. X S2.1 Aw FOUNDATION PLAN - SECTOR A I SPECIALTY CODE (OSSC). 16. STEEL JOISTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE THE STEEL JOIST INSTITUTE. SUBMIT SHOP DRAWINGS AND CALCULATIONS STAMPED BY A PROFESSIONAL X S2.1 Bw FOUNDATION PLAN - SECTOR B COMPETENCE, TO THE SATISFACTION OF THE BUILDING CFFICIAL, FOR INSPECTION OF THE ENGINEER REGISTERED IN OREGON FOR REVIEW PRIOR TO CONSTRUCTION. X S2.1 Cw FOUNDATION PLAN -- SECTOR C PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. 17. STEEL DECK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE 3. PRIOR TO THE BEGINNING OF CONSTRUCTION, THE ARCHITECT(OR ENGINEER) SHALL CALL STEEL DECK INSTITUTE. A PRE-CONSTRUCTION MEETING WITH THE ARCHITECT, ENGINEER, BUILDING OFFICIAL, A. ALL ROOF AREAS (ACOUSTICAL TYPE DECK WHERE INDICATED ON ARCHITECTURAL DRAWINGS) X X S2.2A FLOOR FRAMING PLAN - SECTOR A $tA11CTUJ CONTRACTOR AND SPECIAL INSPECTORS TO REVIEW THE SPECIAL INSPECTION 1. TYPE N DECK - 3" DEEP x 18 GA, GALVANIZED, ASTM A 653 DESIGNATION SS GRADE 33 X X S2.2C FLOOR FRAMING PLAN - SECTOR C �D REQUIREMENTS. OR ASTM A924 4. DUTIES OF THE SPECIAL INSPECTOR INCLUDE BUT ARE NOT LIMITED TO: 2. DECK SHEETS SHALL BE OF SUFFICIENT LENGTH TO COVER 3 SPANS 1.IiPIIMUM. X S2.2Cw FLOOR FRAMING PLAN -- SECTOR C 2 lNa� �\ 2 A. ACKNOWLEDGE THE SPECIAL INSPECTION AND TESTING AGREEMENT PROVIDED BY THE 3. WELDING REQUIREMENTS A. INTERIOR BEARING SUPPORTS - 5 8" DIAMETER WELDS O 4 PER 24" WIDE SHEET. Ino LOCAL JURISDICTION. / � B. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK FOR CONFORMANCE WITH THE B. SEAMS - 1 1/2" LONG SEAM WELDS O 24" 0/C. X X S2.3A ROOF FRAMING PLAN - SECTOR A _ APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO C. PARALLEL EDGE - 5/8" DIA WELDS O 18" O/C. X X 52.38 ROOF FRAMING PLAN - SECTOR B exon THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF D. EDGE CLOSURE TO FULL WIDTH SHEET - NO. 10 SCREWS O 4" O/C. 1�,9 ��rle �djw UNCORRECTED TO THE ENGINEER AND TO THE BUILDING OFFICIAL. E. EXTERIOR BEARING SUPPORTS - 5/6' DIA WELDS O 4 PER 24" WIDE SHEET. X X S2.3C ROOF FRAMING PLAN - SECTOR C L p�G1` i C. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION 8. FORM DECK TO THE BUILDING OFFICIAL, ARCHITECT, ENGINEER, CONTRACTOR AND (OTHER 1. TYPE W DECK - 3" DEEP x 20 GA., VENTED COMPOSITE TYPE X S2.3Aw RCOF FRAMING PLAN - SECTOR A DESIGNATED PARTIE''), IN A TIMELY MANNER, AS ESTABLISHED AT THE PRE 2. DECK SHEETS SHALL BE OF SUFFICIENT LENGTH TO COVER 3 SPANS MINIMUM. X S2.38w ROOF FRAMING PLAN - SECTOR 8 ExaTcra bN DArE s-ao-os CONSTRUCTION MEETING. 3. PROVIDE 16 GA. MIN EDGE CLOSURE PIECES, REFER TO DETAILS X S2.3Cw ROOF FRAMING PLAN -- SECTOR C D. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT STATING WI'ETHER THE WORK 4. MINIMUM ATTACHMENT REQUIREMENTS REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S A. INTERIOR BEARING SUPPORTS - POWDER ACTUATED FASTENERS O 4 PER 36" WIDE SHEET. C KNOWLEDGE, IS IN CONFORMA.JCE WITH THE APPROVED CONSTRUCTION DOCUMENTS B. SEAMS - BUTTON PUNCHES O 36" 0/C). X X S3.0 WALL ELEVATIONS AND DETAILS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE OSSC. C. PARALLEL EDGE - POWDER ACTUATED FASTENERS O 24" O/C. X X S3.1 A BRACED FRAMES - SECTOR A < 1 5. DUTIES OF THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO: D. EDGE CLOSURE TO FULL WIDTH SHEET - NO. 10 SCREWS O 8' 0/C. cc A. NOTIFY THE SPECIAL INSPECTOR THAT THE WORK IS READY FOR INSPECTIOiJ AT LEAST E. EXTERIOk BEARING SUPPORTS - POWDER ACTUATED FASTENERS O 4 PER 36" WIDE. X X S3.1 B BRACED FRAMES - SECTOR B z 24 HOURS BEFORE SUCH INSPECTION. F. POWDER ACTUATED FASTENERS X X S3.1C BRACED FRAMES - SECTOR C B. ALL WORK REQUIRING SPECIAL INSPECTION SHALT. REMAIN ACCESSIBLE AND EXPOSED 1. TO HAVE ICBO APPROVED LOAD CAPACITIES V 2A BRACED FRAME DETAILS - SECTOR A X X S3 2. MINIIMUM DIAMETER 0.177 INCHES . UNTIL Il' HAS BEEN OBSERVED AND INDICATED TO BE IN CONFORMANCE BY THE SPECIAL INSPECTOR AND APPROVED BY THE BUILDING OFFICIAL. 3. SUBMIT PRODUCT DATA FOR REVIEW PRIOR TO INSTALLATION X X S3.2B BRACED FRAME DETAILS - SECTOR B Nob C. PROVIDE THE SPECIAL INSPECTOR WITH ACCESS TO APPROVED CONSTRUCTION DOCUMENTS, INCLUDING SHOP DRAWINGS, AT JOBSITE. CAST IN PLACE CONCRETE X X S3.3 STEEL JOIST ELEVATIONS w p W D. MAINTAIN AT THE JOBSITE COPIES OF ALL REPORTS SUBMITTED BY THE SPECIAL < Z 3 INSPECTOR. 1. ALL CON:RETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301-99, X X S4.0 FOUNDATION DETAILS 3 6. DEFINITIONS "SPECIFIC',IIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'. A. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT ALL X X S4.1 FOUNDATION DETAILS z &A TIMcS OBSERVING THE WORK REQUIRING SPECIAL INSPECTION. 2. STRENG ,i - F'c - 4000 PSI O 28 DAYS SLABS ON GRADE W B. PERIODIC INSPECTION MEANS THAT THE SPECIAL INSPECTOR IS ON SITE AT TIME F'c = 3000 PSI O 28 DAY'S ALL OTHER _J I INTERVALS NECESSARY TO CONFIRM THAT THE WORK REQUIRING SPECIAL INSPECT ION 3. REINFORCING STEEL - ASTM A615 GRADE 60 X X S5.0 FLOOR FRAMING DETAILS - SECTOR C W H Z 1 IS IN CONFORMANCE WITH APPROVED CONSTRUCTION DOCUMENTS. - ASTM A706 -- ALL REINF TO BE WELDED4. WELDED WIRE FABRIC - ASTM A185 Q UJ Z 7. TYPES OF WORK THAT REQUIRE SPECIAL_ INSPECTION 5. THE ROUGHENED SURFACE SHOWN AT HORIZONTAL CONSTRUCTION JOINTS MEANS THAT THE SURFACE X X S6.0 ROOF FRAMING DETAILS - SECTOR A UR A. SOILS SHALL BE INTENTIONALLY ROUGHENED TO A FULL AMPLITUDE OF APPROXIMATELY 1/4 INCH. THE Aa 1. GRADING, EXCAVATION AND FILLING - REFER TO PROJECT SPECIFICATIONS X X S6.1 ROOF FRAMING DETAILS - SECTOR A I B. CONCRETE ALTERNATIVE WOULD BE A KEYED JOINT OF ACCEPTABLE SIZE. 1. PLACING OF REINFORCED CONCRETE - PERIODIC 6. MINIMUM REINFORCING REQUIREMENTS - UNLESS OTHERWISE NOTED X X S6.2 ROOF FRAMING DETAILS - SECTOR B 2. TAKING OF TEST SPECIMENS - CONTINUOUS A. PROVIDE CORNER BARS AND 42 BAR DIAMETER LAP SPLICES. X X S6.3 ROOF FRAMING DETAILS - SE^TOR B 3. BOLTS CAST IN CONCRETE - PERIODIC B. STAGGER HORIZONTAL SPLICES. AT FOOTINGS AND FOUNDATION WALLS STAGGER LAPS Al' 4. F LAC'_MENT OF REINFORCING STEEL - PERIODIC I-EAST 5 FEET. �( X S6.4 ROOF FRAMING DETAILS - SECTOR C 5. WFI_L)ING OF A706 REINFORCING STEEL FOR EMBEDS - LARGER THAN #5 -CONTINUOUS C. ''RAME OPENINGS WITH 2-#5 BARS EXTENDING T-6" BEYOND EDGES PLUS 4-#4 x 6'-0" O 6" X X S6.5 ROOF FRAMING DETAILS - SECTOR C -- #5 AND SMALLER - PERIODIC 0/C DIAGONALLY AT EACH CORNER. D. STRUCTURAL WELDING AND HIGH STRENGTH BOLTING 7. MINIMUM CONCRETE COVER FOR REINFORCEMENT X X S6.6 ROOF FRAMING DETAILS - SECTOR C 1. FILLET WELDS EXCEEDING 5/16"- CONTINUOUS A, CONCRETE CAST AGAINST EARTH ... 3" B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER ... 2" 2. GROOVE WELDS - CONTINUOUS X X S7.0 CANOPY & SUNSHADE FRAMING PLANS 3. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16"- PERIODIC C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND • A. FLOOR AND ROOF DECK WELDING - PERIODIC SLABS; WHLLS AND JOISTS .... 1" X X S7.1 CANOPY & SUNSHADE DETAILS 5. WELDED STUDS - PERIODIC BEAMS AND COLUMNS ... 1-1/2" X S7.2 CANOPY & SUNSHADE FRAMING PLANS 6. WELDED STAIR AND RAILING SYSTEMS -• PERIODIC 8. WELDED STUD ANCHORS (WS) - NELSON SHEAR CONNECTORS MANUFACTURED BY THE NELSON DIVISION OF 4 7. BRACED - CONTINUOUS + NONDESTRUCTIVE TESTING TRW, INC. AND WELDED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND PROCEDURES. X S7.3 CANOPY & SUNSHADE DETAILS 4 �J 8. WELDING OF A/06 REINFOP.CING STEEL FOR EMBEDS - LARGER THAN #5 •- CONTINUOUS SIZES AS NOTED IN THE DETAILS. - #5 AND SMALLER - PERIODIC 28 11 30 TOTAL DRAWINGS N 9. HIGH STRENGTH BOLTING- PERIODIC CONCRETE BLOCK MASON►3Y - - - -- - ---- ----- - ---- - - - - -- - _ -- O � h -5 10.VERIFY CAMBER OF STEEL BEAMS AT THE FABRICATION PLANT. M cn E. STRUCTURAL MASONRY 1. BLOCK WORK SHALL CO'4FORM 7C ALL REQUIREI'tNTS OF CHAPTER 21 OF THE 1998 EDITION OF THE 08-18-03 ADDENDUM NO. 1: N C/) 1. PREPARATION OF PRISMS AND TEST SPECIMENS - CONTINUOUS "OREGON STRUCTJRA�_ SPECIALITY CODE". BID PACKAGE 3 STRUCTURE & UNDERELAB V p z = 2. UNIT PLACEMENT - PERIODIC 2. STRUCTURAL DESIGN BASED ON F'n­1500 PF AND WITH SPECIAL INSPECTION Z O CDn 3. PLACEMENT OF REINFORCING STEEL - PERIODIC 3. GRADE N, TYPE 1, LIGHTWEIGHT UNI S, F'm - 1900 PSI ® 09-25-03 VE ITEMS/PLAN CHECK COMMENTS/RFI REVISIONS: I- LU Z 4. GROUT SPACE - PERIODIC 4, TYPE S MORTARBID PACKAGE 3 STRUCTURE & UNDERSLAB 00om C- O O 5. GROUT PLACEMENT - CONTINUOUS 5. COARSE GROUT - F'c = 2000 PSI F. OTHER 6. REINFORCING STEEL - ASTM A615 GRADE 60cc z 1. EXPANSION ANCHOR INSTALLATION PER ICSO EVALUATION REPORT OR EQUIVALENT - CONTINUOUS 7. PROVIDE #5 DOWELS FROM CONCRETE AT ALL VERTICAL REINFORCING. ANCHor DOWELS A MINIMUM Cl-- /) Q OF 65 BAR DIAMETERS INTO BLOCK UNLESS NOTED OTHERWISE. cc 8. MINIMUM REINFORCING - EXCEPT AS NOTED � HANGING OF SPRINKLER LINES AND OTHER EQUIPMENT A. VERTICAL -----#5 O 32' 0/C. O B. HORIZONTAL --- 8 x 8 BOND BEAM WITH 2 - #4 O 4'-0" 0/C. PLAN RFVf'::R1 A^PPC11AL CD � SPACING OF SUPPORTS FOR THE SPRINKLER LINES AND OTHER EQUIPMENT SHALL BE SUCH THAT THE C. AT OPENINGS -- 2 -#5 VERTICAL EACH SIDE, EXTENDING FULL HEIGHT OF WALL.. FOR CGMPL LANCE WITHAFrIUCA^!F PORTTWOP LLQ = C-) MAXIMUM HANGER LOAD AT JOISTS OR BEAMS IS LIMITED TO 150 POUNCS. HANGERS FOR THE -- 8 x 8 LINTEL OVER OPENING WITH 2 - #5 AT BOTTOM. 1090 om(a,Sli�cturnT cgw,,,TN Crds IG SC) (, w SPRINKLER LINES SHALL NOT BE LOCATEr AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. D. PROVIDE CORNER BARS AND 65 BAR DIAMETER LAP SPLICES. STAGGER HORIZONTAL LAP SPLICES. 1w'q O,v,Mechanical city`=i°e(CtAsC) C/) O OC 2000 0- gon Plumhinq Sueuatly C'nde(cib•SC) Zh.- DISTRIBUTE THE HANGER LOADS FROM -.HE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE 9. ALL REINFORCING BARS ARE TO BE IN PLACE AND HELD IN PROPER ALIGNMENT BY PREFABRI;ATED 2(x)00-w Eln'I ncmI Swomy 'ode(UES FRAMING SYSTEM. WIRE BAR POSITIONERS, BEFORE THE GROUT IS PUMPED INTO THE WALL. 19w1o^'y�oionowmF—fl(w IOUFc) W w 1 U. ANCHOn BOLTS 1991 URc s(d 9 t(I.., ,'Olfto ...) I- WHERE SPRINKLER LINES OR EQUIPMENT ARE PARALLEL TO THE JOISTS, DISTRIBUTE A. DIAMETER - REFER TO DETAILS AND WITH 5" EMBEDMENT 199 EVE in'2 H ^1 .► < Q M 5 WEIGHT OF PIPE AS FOLLOWS: PLAN TRUC,I N' NII Pcl,, TOES NOT AUTION OF 5 W Q 2 CLLJ LD B. F1554 GRADE 36 QUALITY WITH CUT THREADS CONSTRUCI�na: •-I P�O•,1; ) IN vTOl.ntlC?ry (� ) � C'7 C. BOLTS SHALL HAVE STANDARD HEAD, BENT BAR ANCHORS SHALL HAVE 90-DEGREE BEND WI i H INSIDE FEDEHAL q1-.r; r••....u. f jI rT r" S.N� +IX,ES c ) Q PIPE WEIGHT (INCLUDES WEIGHT OF WATER) MINIMUM SUPPORT DIAMETER OF 3" AND AN EXTENSION OF 1.5 BARS DIAMETERS. 17 RELIF.vF I,r ti.,L„ rAOI.A ANY OAOIOTY OR W O ]L LESS THAN 7.9 POUNDS PER FOOT ---------------- ONE MEMBER 11. PLACEMENT OF PLUMBING AND ELECTRICAL LINES IN MASONRY WALLS 19ESN0100BILI ly. ♦V^ D C, BETWEEN 7.9 AND 16.4 POUNDS PER FOOT ---------- TWO MEMBERS A. MAXIMUM DIAMETER OF EMBEDED ITEM SHALL BE 1-3/4!', EXCEPT MAXIMUM DIAMETER OF ITEM Tcr Q OVER 16.4 POUNDS PER FOOT ------------------- APPROVAL OF STRUCTURAL ENGINEER EMICAL I IN LINTELS SHALL BE 1". Pv 6 p.E „JQ� N � Ln Q B. VERTICAL ITEMS SHALL NOT BE IN SAME CELL. AS REINFORCING. ��--"-- C. HORIZONTAL ITEMS SHALL NOT BE LOCATED IN BOND BEAMS OR LINTELS. r` ` '' ' p:: N m LLJ O ABBREVIATIONS AB ANCHOR Y003 AODM ADDENDUM JT IJST JOINT EB EXPANSION BOLT SCH SCHEDULEITECTURAL DRAWINGS ��T !) '7 O ® g ALT ALTRENATE EF EACH FACE SECT SECTION kt ALUM ALUMINUM Lbs POUNDS EJ EXPANSION JOINT SF SQUARE FEET 'lair Coin ptttsy,111c. T►�l APPROX APPROXIMATE LH LEFT HAND EL ELEVATION SHT SHEET ARCH ARCHITECTORAL. LL LIVE LOAD ELEV ELEVATOR SHTG SHEATHING AVG AVERAGE LLH LONG LEG HORIZONTAL EN EDGE NAILING SIM SIMILAR - LLV LONG LEG VERTICAL ES EACH SIDE SQ SQUARE 9F BRACED FRAME LSL LAMINATED STRAND LUMBER EF EACH FACE SPECS SPECIFICATIONS 6 issue date. 12:>eoterr bar 2003 6 BI.bG BUILDING LVL LAMINATED VENEER LUMBER EQ EQUAL SS STAINLESS STEEL BLKG BLOCKING EQUIP EQUIPMENT STD STANDARD BM BEAM MAX MAXIMUM ER EACH WAY STGD STAGGERED job number N['131.01) BO BOTTOM OF MECH MECHANICAL (E) EXISTING STL STEEL BOC BOTTOM OF CONCRETE MEZZ MEZZANINE EXIST EXISTING STIFF STIFFENER revisions; Al 06 9 C3 BOD BOTTOM OF DECK MFR MANUFACTURER EXT EXTERIOR STRUCT STRUCTURAL BOF BOTTOM OF FRAMING MIN MINIMUM SYMM SYMMETRICAL /� 09-25-03 BOS BOTTOM OF STEEL MISC MISCELLANEOUS FPN FOUNDATION BOT BOTTOM MU MASONRY OPENING FIN FINISH T&B -TOP AND BOTTOM BRG BEARING MS METAL STUD FLR FLOOR (ING) T&G TONGUE AND GROOVE BRK BRICK mri- METAL FO FACE OF TEMP TEMPERATURE BTWN BETWEEN FOB FACE OF BRICK THK THICK (NESS) �+�s N/A NOT APPLICABLE FOC FACE OF CONCRETE TN TOE NAIL p NIC NOT IN CONTRACT FOF FACE OF F'NISH TO TOE' OF 110 CIP CAST IN PLACE No NUMBER FOM FACE OF MASONRY TOC TOP OF CONCRETE CJ CONTROL JOINT NOM NOMINAL FOSH FACE OF SHEATHING TOD TOP OF DECK (ING) (., CL CENTERLINE SIS NEAR SIDE FOS FACE OF STUD TOM TOP OF MASONRY CLG CEILING NTS NOT TO SCALE FOFW FACE OF FOUNDATION WALL TOPL TOP OF PLATE CLR CLEAR. (N) NEW FT FEET TOS TOP OF STEEL CMU CONCRETE MASONRY UNIT FS FAR SIDE TOW TOP OF WALL COL COLUMN 0.C. ON CENTER FTG FOOTING TS TUBE STEEL. CONC CONCRETE OD OUTSIDE DIAMETER FP FULL PENETRATION TYP TYPICAL CONN CONNECTION OH OPPOSITE HAND OPNG OPENING GA GAUGE UBC UNIFORM BUILDING CODE STRUCTURAL NOTES 7 CONT CONTINUOUS OPP OPPOSITE GALV GALVANIZED UON UNLESS OTHERWISE NOTED COORD COORDINATE GL GLU-LAM )� �✓ -I U J-- CP COMPLETE PENETRATION PAF POWDER ACTUATED FASTENERS GYP GYPSUM VERT VERTICAL CSJ CONSTRUCTION JOINT PL PLATE VIF VERIFY IN FIELD CSK COUNTER SINK PLWD PLYWOOD HD HOLD DOWN CTR CENTER PNL PANEL HDR HEADER w/ WITH PP PARTIAL PENETRATION HORIZ HORIZONTAL W/O WITHOUT ri DBL- DOUBLE PRT PRESSURE TREATED HSB HIGH STRENGTH BOLTS WD WOOD DEMO DEMOLISH PSF POUNDS PER SQUARE FOOT HT HEIGHT WP WORK POINT file name: 4_? ` 100 DET DETAIL PSI POUNDS PER SQUARE INCHES HVAC HEATING VENTILATING & AC WS WELDED STUD DIA DIAMETER PSL POUNDS PER SQUARE INCHES WT WEIGHT DIAD DIAGONAL P/T PARALLEL STRAND LUMBER ID INSIDE DIAMETER WWF WELDED WIRE FABRIC DIM DIMENSION IN INCHES DL DEAD LOAD R, RAD RADIUS INFO INFORMATION YD YARD DN DOWN REF REFERENCE INT INTERIOR DO DITTO (SAME) REINF REINFORCEMENT DTL DETAIL REQD REQUIRED I0350 SNV 1INC'0LN STREET DWG DRAWING REV REVISION PH RIGHT HAND 01112003-00443 RO ROUGH OPENING NENV S(4110 )1. 30-59 S1 s 0 90 80 711 60 50 40 30 20 10 8 1 .. »,.. .. . _._..__._. ... ..e. ..b.,.n.,� _• �� _ ,• - ... ., .. _. _ _ _ .. (.._� - - - -s-em 7rrIjr 1 III'III I.I.II.1. _l-r-_ll--II-I - I1I(IITIIII IIIIISIIIII I I NOTICE: IFTHE PRINT ORTYPE ONANY I� ���5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1LyrI� / .. - ....._....._, ......... ... - IT IS DUE TO THE QUALITY OF THE _ ""7e ORIGINAL DOCUMENT S Z 8Z L3 9Z Z 6Z S Z 13 Z et Bt Gt 9t 4t tbt Si 7t ii t 8 G 9 4 b 8 Z towua ���� ►��►������i����ii�i�6iii �I�����1�►��►►�������i����������I%������� ��T�����I����i���� ������������������ ����������T���� ��►�i���� -T��- - ����� �►��►���► 90 80 70 60 50 40 30 20 10 0 _ CD LINTEL REINFORCING: ��" T.O. INA�L __ 1at POUR 2nd POUR �_ - � m (2) #5 FOR OPENINGS \ - -------___.__._.. _-- 80'-0" MAX T Z v LESS THAN 5'-0" SEE FOUNDATION PIAN----,_ PAINT SLAB EDGE WITH C) (2) J6 FOR OPENINGS IS EXTENSION U-BARS 10 MATCH FOR JOINT LAYOUT BOND BREAKER BEFORE w N 5'--1 TO 7'-U' IS NOT POSSIBLE, STD. HOOK WALL. REINF. SECOND POUR - EXTEND BARS AS TOP AND TOOLED JOINT ---- FAR AS POSSIBLE" BOTTOM c N I SAME SIZE AND I z ,� AND HOOK TYP. (2) {�,, CONT. AT z SPACING AS MIN. NP. --TYP. WALL REINF. SOG --�\ PANEL EDGES HORIZONTALS u SEE PLAN o n) LLj OPEN TYP. WALL N U ---- I - Q z ---- 6 - --- ----- - a v g XOPN o s —_. _ _ N REINF. l r I r 0 1v WALLS Wcr'0 °��, m- cn 0 O II � � LINTEL REINF. - o / U--BARS TO MATCH a� CONSTSUCTION JOINT - 1 T - --- I { _�_�� TALL REINF. - v I � SINGLE MAT QOUEjLE MAT N' 20'-0" MAX 20'-0" MAX_ FLOOR LINE I - LINTEL AND TOP 0[ WALL SAW CUT WITHIN 4» b% SAME SIZE AND I DOWELS FROM WALL I FOOTING SEE STD. HOOK LAP 12 HOURS OF PLACING CONC. N SPACING AS - FOUNDATION DETAILS �P- z HORIZONTALS j SPLICE (2) #5 CONT. TT.+ STANDARD HOOK TYP. WALL-- ,- EA,;H SIDE OF JOINT I WHERE MIN, EMBED REINF. � 7 I Z _ t NOT POSSIBLE ELEVATION l gY ' NOTE: EXTEND JAMB BARS FLCOR IO FLOOR i OR FLOOR TO ROOF WHERE OPENING (2) #5 _% T EXCEEDES 4'-O" IN WIDTH, OTHERWISE T-SINGLE MAT DOUBLE MAT EXTEND 40 BAR DIA. OR 2' -d' MIN. FLAN -� 1 !� NAA0 WALLS WIjff_aQj[ ULL CURTAIN REINFORCEMENT OR -ND OF WAL ,QIDL_,)OINT FOR CONTLKU.QI) POUR r 1 6 N . REINFORCING AT CMU WALL OPENINGS 8 JOINTS N SLAB ON GRADE 4 CONC . WALL_ CORNER DETAIL gTRUCTI,Rq( 3/411=1 -O" 3/4"=1 0" 2 S 1 . 1 � 3/4"=1 �—o" -------------- --- — -------- S 1 . 1S 1 . 1 '— 2 rF 'IN�A 716 - I HORIZ. VERT. BACKER ROD AND JOINT SEALER (2)#5 VERT. OPEN CND LAP (2)#5 �(COREGc� ( )# BLOCK SPLICE MIN. TYP. �,9 rye, P UIO.NN. TYP. U.O.N. q�D L oo� PREFORMED JOINT MATERIAL EXPIRA1104 DATE: 6-30-05 i a v 7 I ; OPEN END BREAK SHELL. FOR BLOCK .j =g in FLOW OF GROUT SCHEDULE A �2) #5 (V) U.O.N. TYP. BOTTOM BARS r SCHEDULE B (TOP BARS) ON WALL ELEVATION TYP. -- - --_ -__ TERMINATE REINFORCLMENT 2 DOUBLE MAT ^ U FROM CONTROL JOINT U.O.N. V BAR SIZE TYPE 1 INTERSECTION CORNER CONC. STEEL — --1 _ -- CONC. STEEL -_ Vc GRADE 3=5 j 8 7 1 8-�10�11- f'c GRADE 3 4 5 B 7 1 8 -10 1 11 N 5/8"0x24" PSI KSI __����__�T PSI KSI - p W SMOOTH DOWELS ALTERNATE-� OPEN END HORIZ. 1 » » I "L" = LAP SPLICE IN INCHES 3 Q U 3 GREASED ONE END BENDS TYP. I BLOCK IAP L = LAP SPLICE IN INCHES 0 2'-0" o.c. SPLICE --(2)#5 `:ERT. kD N PREFORMED JOINT MATERIAL (2)#5 VERT. I MIN. TYP. 2500 50 23 31 39 47 68 78 88 98 107 2500 60 31 41 51 61 89 101 114 127 139 a Z MIN. TYP. I r T L�1, U.O.N. � = W _..,._.,..yt LION W 3000 80 21 28 36 43 82 71 BO 89 98 3000 60 28 37 48 58 81 93 104 116 127 W N 2 �- Z L7 ce o N -BREAK SHELL FOR 4000 80 19 25 31 37 54 62 89 77 85 4000 60 24 32 40 48 70 80 90 , 100 110 Z 10 U w FLOW OF GROUT OPEN END - -- . A6 NOTE: TAKE SPECIAL CARE TO INS-r4LL DOWELS SUCH THAT THEY TYP. BLOCK REVIC�N APPROVAL ARE LEVEL AND PARALLEL TO FACE OF WALL. pLAN IE%N IONS Of SINGLE MATWTH laity Code(()SSC) FORCOM� E (SOM-10 TYPE 2 tele Oreg t poculty cod• do(OPSC) INTERSECTION CORNER 19`j90r�"Oregon Eli"u-'�^9Spp°�,,`;a',yG(Ad•(OES0 soon ores t�Urea Unrtor•+rF�6'd:(OUFG1 v` rmms) TYP . CMU -�'� 2 TYP . REINF 0 R C N G 1997 N USFC IEV 9AP 011c'4"rm9) n PLAN REVIEW APPROVAL DOES NOT APHOROF IZE ... CONSTRUCTION TO PROCEED IN VIOLATION 6-2-- 3/4 CONTROL J0 NT DETAILS 1 1 T CMU_ WALLINTERSECTION » » FEDE I_Ij St ATE C NLR REGULhTIONS.NOR�'� L 12 DIA. OR 12" MIN. IT riELIE VE DE„R FROM ANY LIABILITY Vrl rr_1 ,_0” S 1 . 1 3/4rr_1 `-0" b RESi'ONSIBIUTV. D Qf7 4 nTF . �`___—' - - I -- Off- 41Y 1!`: 4 --� �. lO C C�4 m » " LAP SPLICE NOTES = M 3 C4 C-3 1. THE SCHEDULES SHOWN ON THIS SHEET APPLY TO REGULAR WEIGHT F_ w Z SPLICE AT WALL OR SLAB REBAR � CONCRETE AT 145 TO 150 PCF. CD Q —�— 2. ALL SPLICES SHALL BE STAGGERED AS SHOWN. IF MORE THAN 50% li. HORIZ. OF THE REINFORCING IS LAP SPLICED WITHIN THE REQUIRED LAP j c Q 10 LAP SPLICE LENGTH, THE LAP SPLICE LENGTH SHALL BE INCREASED 33%. #4 BOTTOM TRANS. BELOW it— C-0 � EACH RISER TYP. �� _ --- 3. IAP SPLICES LISTED IN THE SCHEDULE ARE CLASS "B" LAPS. Z CD ,= 4 1 1/2" OR WIRED IN CONTACT CD I- 4 ®16"o.c. ��� 5. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING W = U # - ��\ �\, "L" 1: '-A. OR 12" MIN. TOP REINF. DIFFERENT SIZE. BARS. U L --- C/) ry- #3 0127o.c. �— �ti 6. LAP LENGTHS SPECIFICALLY DETAILED 01'. DRAWINGS SHALL GOVERN U LU i �_- IN LIEU OF THE LAP LENGTHS SCHEDULED. I- �> #3 TYP I /' SLOPE 1:12 MAYL. TYP. 7. ► TOP BARS ARE HORIZ. BARS PLACED SO THAT 12" OR MORE OF U --1 = w 5 -- ---- - CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. USE SCHEDULE Q U "B" FOR IAP LENGTHS OF TOP BARS IN SLABS WHERE MORE THAN O .Z -�- - rn ---- FINISH GRADE - / /� 12" OF CONCRETE IS CAST BELOW THEM. Y OR SLAB SEE PLAN �r "I" 1 EfUr' rz - U \_BOTT. REINF. 8. ALL UAIL.ING AND PLACING OF REINFORCING c SHALL COMPLY WITH Q THE LAP SPLICE SCHEDULES AND DETAILS, UNLESS SPECIFICALLY A ' < � c- s \ SPLICE Al BEAM REBAR DETAILED OTHERWISE ON THE DRAWINGS. N m ✓, CD (2) #4 CONT. \___ FOR D11AS. NOT NOTED SEE AFCH. DRAWINGS MIN. REBAR LAP SPLICE 10 _ CONCRETE STAIR ON GRADE 6 D ►TAILS AND SCHEDULE FOR REGULAR WEIGHT CONCRETE S 1 1 3/4n_1 ,-o" -- --- 51 . 1 -- -- 3/4!' -1 ,—Orr - 6 6 issue date: '.2 Septembet 2003 6 BAR DIA. AT #5 I�- D lob number: N0431.00 OR SMALLER BARS OR 12 BAR DIA. revisions: B 09-25-03 AT #6 TO #8 Y MIN.__EMBED BARS MU SEE SC­HE D. 2e am V z nf Z ANCHOR BOLT 90' BEND TIE OR STIRRUP a D 00 SEE SCHEDULE n , _ ~ z ` --6 BAR DIA. AT #8 - 6 BAR DIA. --� I - OR SMALLER BARS 3" MIN. �- �I�iiililiVlippli 11 OR Z 11r MIN. �Z D D - , 1.5d _a0' BEND 180' HOOK I FACE OF CMU WALL /^ I 6 7 TYPICAL_ 1 D = 6 DIA. FOR #3 THRU #8 1 L_- ----- _�----- 'I I DETAILS I D = 8 DIA. FOR #9 THRU #11 ��_� -- BOLT EMBEDMENT SCHEDULE 135' HOO<, 135' HOOK, D = 10 DIA. FOR #14 THRU #18 TIE OR STIRRUP SEISMIC STIRRI)P TIE MAX. OFFSET BEND BOLT SIZE EMBEDMENT 9/8"0 4 NOTE: NOTES: file name: MINIMUM BOLT SPACING SHALL - 3/4»d_- 5» - 1. FOR "D" ETC., SEE C.R.S.I. HANDBOOK (GOVERNING EDITION). --BE 12 BOLT DIAMETERS WITH 7/8"0 6" 2. ALL BENDS SHALL BE MADE COLD. A MINIMUM EDGE DISTANCE OF 1»p - 7" 6 DIAMETERS. -- -- TIES AND STIRRUPS PRINCIPAL REINFORCING C M U WA L L 1113511 S%% I.IV(•OI.N STREET 9 BOLT EMBEDMENT & SCHEDULE r5 REBAR HOOKS AND BENDS NEW S('11001. 31-59 S1 1 S 1 . 1 3/411=V-0" S 1 . 1 3/41,-1'—Orr 90 80 70 60 50 40 30 20 10 1 NOTICE' IF THE PRINT OR TYPE ON ANY ll 111I 11III 11111 I I III III 111I �I I I I 11 I 11 II 1 1 II I 1l I I llIIII I I'T14 TIT IIII IIIII Jill I�I III I 1 I 1 1 11111 III III III I I III III III I IQI III III III I I III III III I I I I I I III III III III III I I I IMAGE IS NOT AS C!-EAR F S THIS NOTICE, _ -- _ - _�L �L-I . I I --I--I--oL--- I I� I �UL I_I_�_.I-_ 'Ta '1l_ 13 zo 5 IT IS DUE TO THE QUALITY OF THE � ll — 11 e'er� ORIGINAL DOCUMENT �T t1i �ILL II III11 Ili. III Ill11111111111111111 ILII 1111 IIIIIIIIIIIIIIIIIIII( IIIIIIIIIIII11 1li Iliilllll�llll�lill�lill Illllllilllll!�IIIIIIIII Illllllll�llll t Ilio llll�lll s llllWlllllsllllllllllllllllll IIIIIN 90 80 70 60 50 40 30 70 10 0 -41 o D r- o No,10 SCREWS ®4"o.c. cn 5/8"0 PUDDLE WELDS _ VARIES �_' z v 5/8" FUDDLE WELDS SEE NOTES SEE PLAN �� CD -Kr LO 1 1/2 PL 3/4xTS COL. N WIDTH + 1" C i 5/1 2 x LENGTH OF oEDGE SEE NOTES � I�I `�1 j �, SLAB OF 3/16 2 3/4" PLATE i I•- SHEAR TAB Z L I EDGE CLOSURE ---------�---� �-_` <0 c)3:0 Qwg - SAME GAUGL AS DECK N a Uj 14o / IjOD — — - -- I(D LU - + z o (4) 3/4„0 A307 -�� - • J Q BOLTS TYP. U.O.N. Elm t = � _ _ _ ) N -SEE SCHEDULE c/) / EMg FOR WELD " ` M EMBER FR R� 2 TYP.1/2,� TS OF PIPE STUB-----, SHEAR TAD o \ SLOTTED THRUM SEE SCHEDULE MCOL. SEE PLAN __ SHEAR TAB t`+ t COL. SEE I GE /MIN. WELD 1T FRAMING SROM A �� 1 EO \ PERIMETER BEAM i PER Alsc specs. FOR BOLTS AND ONE SIDE ONLY 1 SEE PLAN I SHEAR TAB 1/2" STIFF. PL BOTH SIDES, WIDTH TO ' PARALLEL EDGE / EDGE LOSURC EXTERIOR GEARING _ SEC., 1N A- L 4x4x1/4 BRACE MATCH BEAM -- - 3/8" STIFFENER PL, TYP. 010'--0'o.c. MAX. ,+ NOTE. I USE SLOTTED SHEAR TAB NOTE: AT STEEL f _ AT DEEPER BEAMS WHERE OCCURS. JOIST STAGGER _ I M E T E R BEAM BRACE A CJ E a ' �IYN I 1 �. TYPICAL PEP, ' 1/4 — WELDS AT OPPOSITE � to CHORD MEMBERS 1/4 1 S 1 .2_ 3/4"=1 ' -0" Uj ELEVATOIN L I I A� CL 5/8"0 PUDDLE WELDS I P / I SEE NOTES l'-4" MAX. 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FTG = 101'-4"-/ {-- I 6 RFI 84 RFI 25 z_ kat -A9 9 .IA QN - - - - m ! o � � BF-A7 - 10 11 G C/7 N r- I o 5'-734 12 X131 114 151 ( 18 ) ( 17 , 118 ) 19 ) 120 , ! 21 a ,� -- --- ---- ; - - = - �_ - - --- ---- - _ _ _ 15'-11" 15'-0" - 30'-8" ' 15'-0" 15'-11" 14'-3" 15'-1" BF-Cl 13 TYP, (3) PLACES S3.1C I 53.18 i� 11 1/2" 6 I BF-�22OPP. 13A5 sa.o i 12A - _ - - - - - -- �` I l ----- '-�" � SEEP IN WALL I � � BF-C3 3 OPP, b 10 ♦ ( I - S3.1C - IT S4.0 b I I I + 31SUCTURq I /a ,ia I II BLOCKOUT I II ( 1 Ii > -___ I TYP. - � - - _ I 2 ,� i�Ffle i ' � i I I I - 7 F I I I I uklGUN i TYPICAL AT 113. PERIMETER 54.0 I 7 I I I I �--� - -rl b �Ff L apt SLAB & F-fG. U.O.N. I- I I I ( I 1 EDGE OF S4.0 G I ExPIRATPiN CArr o-so-U5 SLAB 1,-5" - --- 1 I + --- +eA I b I I L I I I 53 fH I - SI b I II = - CJ 1] I � - - ♦1 - - 11 -� - 7 I +/ �I i b 4 cc 0 1 PERIMETER--� � S't' ,� 7 - _- - - Ma UA Z U I + I f� Z 3 FOOTING N) I b 5 54.0 L _, y�q?/ S3.1C 3 < TYP., U.O.N. b 6'-6" t 9'-6" 6�-� I I I '6 Z z v) 12 ^ 4 Z o UW Rio 5 -- --- - - - I b I 1 S4.0 C� L_ �+� ir) I 5'-0" 20 to I S3.IC o � S QF-C8 8 ♦ '.�,� + + + + 1 � a .♦ �C7 � S3.1C �./ ��♦ dl►./ V N i I I y U r -- 6, ) + G 8 m to 4� S3.iC Az ° - __-- J _ _J L__ _J G©� 53.1e 1'-B" +� 16 - ap +�1 CJ -�- -- CJ ---� 4 �r� 11 S4.0 5'-1 1�/ 2" I 23'-4" CONC RAMP I ��/ " " `' I S3.1C N S I a 102'-0" --- - -- - - I- -1 F_ 1 f I M J r I -_ _ � I I I a N r -- -- - - -{- - -- - CJ - -- f- f f t- - - � -T Q c 4C I 24'-0° ,'-„" I " 1 I I Q N m i 4",CONC. SO.G, � - - -- A- SIM. I I I` N w #4 016'o.c, _ � L L� -1 T.O. FTG = 1'-1" � = M cn g G `fl EACH WAY 5 4 �, G IC 19 100'-(1" �• + ONE LOCATION �' I °� . (V Cn y1�+ a S3.iC S4,U ° 6'-6" 19'-6" 6'-6" '� \ ! O 0 W 8 I -- - 4" CONC. S.O.G. --- - -2 N Z I� 1c 54.0 i - -- - - -- - w/ #4 ®16"o.c. rb b I I Z W Z { 1 < ---� EACH WAY I I V I - Ln - I _ r L_ = ___ - : cJ I � �+ I b b C L-r W z x - - - - - ` Z S3,16 _ _ 6m b M Q 5 C7 cr I 5 - o p S4A 2 c3 �. BF-C8 8 W SIM. S4.0 GO S3_1.0 7 r I I �.�..� V S3.1c I I w CJ w - -- -- C/0 = LLJ _K 09 5 p I II J sa.o (DI 5 W Q = w O CJ �- �' . Z � cm Q -- - - 8 ---- I b w Q U - r� - Ln- r 5� I I 6, o„ 51.1 S5 b Q Q c_ 54.0 1 TYP. 18 17 I I N I I N C_J Lo C� Q TYP. I III 54.0 S4.0 �+ I I D III ( 5 ~ N m BLOCKOUT INT. FTG, �l►,/ 5 I I I W O TYP. 8 TYP. I I 54.0 I I S4.0 b S4.0 I I S1.1 I 5 - --r1 7'-6" 15'-0" I I N I NP. �- i � 5 - 38'-11" 54.0 _ b BB 10 - �� I 53.1 1 9 - _- J 4'-0" 53 1C 0" II I 5 T-6"-�, 1 b 6 ___..__ _ �_ _ 540 I S4,0 BF-C3 3 b 6 issue date: 12 September 2003 I - cc LOCKOUT I ® s3.lc job number: ND431.00 / 1w- revisions: L� - TYP. 08 18 03 -- - - -l- -�- - - -- - - --- -- - - -� -� PLAN REVIEW_APPROVAL 5 b b I S4.0 FOR�OOMPLWCEWITHStrictLinal A��o sORTKN6OF 09-25-03 Y 1999 Oregon Meehenkel Speaal Cade IOM$Q . I [31 C I 1 54.0 BF-C2 2 _ - EXT. FTG. : 2000 Oregon Electmal Swielty Code(OESC) S3.1( S3.1C TYP. 2000 Oregon Plumbpq Smmgy ode(OPSC) 1999 Oregon Uniform Fire Code(OUFC) ? 1991 USC Sld 9 1(fire ammkiere) &r," 1991 UFC Sld 10-2lfire alarms) PIAN REVIEW APPROVAL DOES NOT AUTHORIZE INS IRUCTION 10 PROCEED IN VIOLATION OF " rrAL $'A1E CR LOCAL REGULATIONS.NOH DOES I'- 'EVE DESIGNER FROM ANY LIABILITY OR ' __,Po Nz,IBILITY. I I _Q" _DATE 01 INC. 7 7 FOUNDATION PLAN SECTOR C A file name: 4315201 C ,03So s•�v LINCOLN s�I'REE'r BLi P2Ih33-00443 NEW SCHOOL, 35-59 / S201 { 90 80 10 60 50 40 30 20 10 .,.... ,srCRm!Y �r+g4 .0 .? .�7T.4'Y'!m"nMm!rh.*�saMnawnxxw+a..:lw�.r+a.+itl*w.++xd✓,wlrr«xra►re� Kr"env.......n.+.....--.r...,....-...,... ♦tiF1n..:;w.r_ NOTICE: IF THE PRINT OR TYPE ON ANY i l r Ili fl l III 1 I I Iii i-i j i 1 1 111 I III I III III _rrf T1 f 51 III III 61111 l l III I I I I 1111 III I I I I I I I 1111 I I I I I I I I III 111 V I I I III III I{I III I I I'I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, f IT IS DUE TO THE QUALITY OF THE _ _ _ No 30 a'�- h'rZIOINALDOCUMENT fi T; 8G LL 9L z iL $ $ tL L 8i 9t Gt t 9t it CT Gt tit 1 8 L 9 4 i £ L tante I►�I►III��{IIIIIII►I I,Illllll llllhIIIc,lllllll��►III�III,II�III►�I�IIIII II��IIIIIICIIIII►II II�►IIIII►���II�►����II�I��II�II�Iillll►��II��►►�IIII�►�►I►�>�l>�I►�IL��I►►I�►I�II►�l�,�l�,��,�� >.1�►I > 90 80 70 60 50 40 30 20 10 0 o � M c i cy) V Z Q WLL J ' 2 N O h � O y WM M r- Z LU CD Q � Y ~ N � N LD �L M N � � iV 1 1 (1A) � � (4A) 1'-t t" (7A 8A �� '10N 11 ) IkUCT \1 � �/O R 2 10'`4` 4r-0" )N - 2 �' � �P 20'-0- I _ --_20 —O -I`' ORRGGN l p L G� I EXPIRATION DATE: 6-]0-D5 b oI IM I I J cit Z (•- I LA I AZ LU - -- — I 3 Z u< � l7 . t H Z � UJI O J UJ O I Z l7 r 4 I I I O cn CN I� I CD CV m a I V CD wz o i D w z CD r to E LLJ = w v - --- I C G c,) =) oc L1J z w c~i) 5I I e c� 5 W Q Q = w I, S3.0 = F-- fJ F _ � Q p .SCI W12 16 ^-Z U Q � w P*4 L3 I:= Ln Ln CN - ---- - L U m W 14x22 ``',----- c t0 N ILI�11: clj� 3 = W12x19 Al — -- �E 1 Q � x r e tsaa � 3N I BF-A9 I 6 6 issue date: 12 September 2003 job number: N0431.00 I F +— -- - - -—--- - - ---- - --- -� ---- - - — - - � revisions- �, 09-25-03 H G ;_ - (101 11 L ( G '-7 3 PIAN`REVIEW APPROVAL FOR COMPLIANCE WITH AppUCABLf"MOW OF 1138 0-9-$hli -,w smk*y Coe.(ossC) I9a5 Aepn^Medrrr�arSp�p�,Cod•(OOASC) J 1 A ► 2000 soed.hy Code(opsc) a.A 998��90^Enjfw el Se C4xie Code fOESC) IP87 UOTS Uniform Fire('.ode f()UFC) C Std A-1 fhre eprmwlere) 1997 UI-C Sid 10-2(fife warms) ri-+,N REVIEW APPROVAL DOES NOT AUTHORIZE CONSTRUCTIJN TO PROCEED IN VIOLATION OF FEDERAL,STATE. K-CA)AT•IONS"DOES IT RELIEVE DESIGNER FROM ANY LIABILITY -- RESPONSIBILITY ORt (SA) 7 (6A - `'�4- � - ___. DATE �h 14'-0" �FL00R FRAMING PLAN -- C1_A.I"J rr03w 'IFAN`! INC. r -� \ SECTOR A NOTES ( /A --�--�----- 1. �--XXX----XX— INDICATES FINISH FLOOR ELEVATION. // \ BOD 2. L_- DECK INDICATES 3"x20 GA. STEEL DECK WITH TYP. 3 1/2" TOPPING SLAB AND SPAN DIRECTION rJ file name: 431 S202A Lo FRAMING PLAN - SE_-C T 0 R A 3 H\ 8F-A# ,H INDICATES STEEL BRACED FRAME WITH LOCATION OF BRACES, B I I C 10350 ti%`i, 1 ANCOLN STRi ET n - I3ur2003-00443 ! S222A1 NEW'SC11001, 36-59 i 90 80 70 60 50 40 30 20 10 8 - .. H,..W..+k-.,. erw«..m�.:..�.�+..r•.•...+n...Y•...,....wgnwY.,xn.r.,..,,,+.w........�..�.w...w.rw..w..+�nennwm►anw+nrrs� .r.s...f. 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FFDFRAL.,STATE OR LOCAL REGULATIONS.NOHCX)fS IT RELIEVE DESIGNER FROM ANY LIABILITY OR 2. 1 OR INDICATES STEEL COLUMN SEE S2.1 C FOR SIZE. HESVONSIBILITY. 3. DECK INDICATES 3"x20 GA. STEEL DECK WITH 1y � � DATE q0 p-j TYP• 3 1/2" TOPPING SLAB AND WWF 6x6-W2.1xW2. • CI-A!!3 CC1':PMv, INC. SEE 13/S1.2 FOR TYPICAL DETAILS. 4. 11 BF--A 11 INDICATES STEEL BRACED FRAME WITH LOCATION OF BRACES. FLOOR FRAMING i 5. INDICATES L4x4x1/4 BRACE, SEE DETAIL 12/$1.2. PLAN 6. INDICATES 8" CMU WALL. SECTOR C 7. C- XX' INDICATES UPWARD CAMBER AT BEAM MIUSPAN IN INCHES 8. (XX) INDICATES NUMBER OF 3/4"0 WELDED STUDS TO BE PLACE I, A ALONG TOP OF BEAM SEE DETAILS ON 13/S1.2. file name. 431S202C 9. 1 }� INDICATES ADDITIONAL NUMBER OF BOLTS. SEE 5/S1.2 10. •--A IJI�- INDICATES MOMENT CONNECTION. FLOOR -RAM NG FLAN -- SECTOR C 10350S LINCOLN STREET N ® / ' rr _ — - t;t'x2003-0044 S2.2S202C C 1/819=1,-r __— -- — -- wH:N� S(•IEic>01, 37-s9 _ 90 80 10 60 50 40 30 20 10 8 1 NOTICE: IF THE PRINT OR TYPE ON ANY f rn�11 11 I 1 1 I 1 II I I 1 III I I I I ) ii l III I I I r i Tf r�1 T1T' i� 1�r i I I I i I I I j I 1 I III t I I f 1 I I III I I I I I I I I f I l I l I I I I I I I r 1 I I I I t I 111 I III 111 III f 11 1 j i 1111111 1 1 I I I l V I I I t IMAGE IS NOT AS CLEAR AS THIS NOTICE, I-11- I I--I"� I I -I- 1 . �- �- 1 I --I _I Ei1-I� I I_ it QL I I- ���1 )L 3) zo 5 IT IS DUE TO THE QUALITY OF THE _ _ _ _ No 1e ORIGINAL DOCUMENT tell ��. �L8� �jjTLILIIll�lllllllll�llll�llll�llll IIII�IIII IIII Il,illllllllll�illlllllllllll�llllllllllllll IIII IIII illl IIII�IIIIiIi'nIIIII Illllllllllillllll !IIIIIIII I!IIIIIII�IIII IIII�III�II{II�IIIIIIIII�IIIIIIIII�IIIIIIIII�lWUll1�l1II�11U�lllllllllllllllllill ' 'll� IIIIINIII 90 80 70 60 50 40 30 20 10 ? 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COLUMN W1-2x g W1-x19 --__•=_.. �- I I -`_'_'__-- L. a� 124'-g 1 2' W12x 19 � I 14 PL AC'S rn I BF-A4 - - --1- ,� (ExPiRAfiON UnfE o-3U- 5 cv W 12 x 19 W 12x 19 W 12x 19 x 19 - ^---• ..- W12x19 W12x19 11_),_4" � ------r_I--._._� W1_2x-19.._ W12xl9 W1�x19 I a, --2__ W12x1R W12-_x1g -----_ W1_ 2_x1g - W12xl9 rn_ 'c ;rn v Ir x 1 118'-0" b 13 3 Al _N \ 1 ! ��� -_ H rn N W12x19 W12x1904 In -f U �I j 117'-8'/�" _N N X ccov W1?.x19 W12 19 _W12�_ 3I'/ W12x19 co co X N W12xl9 L6x4x3 8 to W I I I I oL 7 3 3 3 - ca x N -� 12x 19 15 S6.1 3 to Cn ��- W12x19 1 ., 7 S3.0ILO" N S6.1 /2 0 w L6 _co Q) m I z U 7#-9* x4x3/8 _ i < _z Q 3 3 3 In Q9 � �, 1 3 I +�, 5 WW12x19 z I Q - -_ 1W ! 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U O O S6.0 } T 18 GA. 3 I o N o I tr L7 1,t STEEL DECK W8x24 II o f- 122' 73/" I 14 I - T �* N 4 FACES I z O _ I to I I d j Q �� C� d 48LH JOIST 505 150 � � c_� � B I�w 4ac22 1 Q 6. io 56.5 r, ,I (2) L5x3x 1 4 ' I st• I ---------- O Q w 0I 8 II w -- 7 O -j TS4x3x1/4 (3) PLAC S I I Sfi.o w_ a, 1 5'-9 1/2" I ,!� a l I 1 1 I_J 16 ABOVE 1 1- o � O U 22'- LD Cu ') cn o I TS4x3k 1 4 10 W8 c24 -i- 15 fO -. �V/1��J� �- I BELOW I BEL WI I N N W Z Z ar 2 l �66 s +� A1 J 4 3 F !; I - ` Q TS 3x 1 q o >'�� LJ CS; +�� 2 'I _B LOW 53.0; x 4 J I W12k19 ig W24x62� S6.5 DECK 15 I lO I 1 W = w 48LH JOIST 505 150 o LO Q J11 J 3 2 5 56.0 i I S6,0 ;n - I - W 17 Q U 13 l3 T53x3x 1 4 W21 x44 HI rl I - S6..5 BELOW I I a+ W16x26 1.0 SIM 1 0 DEC ; I ------ �j Q S6.0 BELOW 13 a 21 `_- - - _ _ _ - - _ _I 56.0 2 TS4x3xl 4 1 20 <L < 56.0 - - - - _ S60 122'-71/ 11 9 123'-31/4 - _ - - _ - - -L _ - A80VE S6.0 ��JlS�ir+ S6.6 BELOW Ln L O -4 S6.0 S6.0 - 17 - C 12x20.7 ' - -_ _ - _ _ _ ��j - _ -- 8 L - - _ - - - !� j S6.6 �..�..� CN CO S6.0 - --- - - - - - - - -1 TS4x3xl 4 x (S6, TS3x3x1 4 48LH JOIST 505 150 1 SIM I 16 \ 122'-53/4" S6.1)� - - - _ f -- BELOW `° 122'-10/2 x 3 3 - --- '--- -- A � 122'_2" - L6x4x3 8 122'-5'/p" a 56,0 S6.0 W8x 10 CURVED FACIA N LO - -� 5 3 3 IW12x19 3 x x co N N L6x4x3/8N (2) L_5x3x1/4 S60 S6.1 S6,1 E ry' _ co Lo x x x N N (3) PLACES x 3 3 3 to `� `* _v 122'-0" ,1 g 9A / W12xl9 6 issue date: 12 September 2003 ! 6 x 3 122,_81/2" 121'_91/2' job number: N0431.00 121'-9'/p 122'-t1/2a 121'-91/2" revisions: 08 18 03 % ---- i 122-4/i ,� - m PLAN REVIEW APPROVAL 09-25-03 ; I ';R F OVAL f W16 26 _l W16x26 W16x26 BF A7 W14 22 FOR F - - --- ---�- - --- -----_ 1s4e o ----_--.--_1 -_- ---_-_ _,___ N ,case 0�S�Et"I THAPP(.IC118L[PCiRT10NSaf 1 sWiMy�lyrode(crWQ "V smoky GOd. 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W12 19 I \ '� _ - STEEL DECK' SEE KEY PLAN THIS SHEET FOR EXTENT OF ROOF 0 F R A Nl N G T O R R ACOUSTICAL DECK W12 19 f 1-�_-- - P LAN SEC C 8F B1 Wi2x194. C-X1f' INDICATES UPWARD CAMBER IN INCHES AT BEAM MID-SPAN. T S2.3 1/81# _1 '-Oil g x %�` �1----- - - 5, INDICATES STEEL JOIST SIZE, LOADING AND DESIGNATION. c - s �_J 24K 440/240 J1 SEE S3.3 FOR ADDITIONAL INFO. 't I W12x19 � � 122'-11/2, ------___ - - - - -----..---- -- - - --�.- .--- ----_ -- - 118'-1'/i INDICATES TOP SEAM WELD SPACING =12" AT STEEL ROOF DECK -'-- �, !! _ch 3c c1q � 10350 511' IANIII S'CREE7' N /� /J\i7 3 W14 22 lil'1'211111-(1114th 114-41/" ► x m 3 3 - 90 80 W, r 1 60 40 30 50 20 �i fi IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllllll' NOTICE: IF THE PRINT OR TYPE ON ANYIII IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1� I I _ 1 �I IT IS DUE TO THE QUALITY OF THE - No 76 RI'::?j "' ORIGIPIAI. 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W12, W12x26 W1 _-•--- w21 50 �� , _1 W12x19 I ,. U 115'-91/ t " �' 115'-9rW;;x62 N 'tn 116'-0" IM 115'-9 N -- - 2-9F-B6 m 3 -- 3 W21 x82 - _ 4 W12x19 W12x19 rn ,n 3 S6 3 O N m V I -� --- -- / x 4 I 116'-0" 116-- B x 'n �:i- WELD DEC TO BM `� I "' c� c7; W6x20 POST -� 111T-0" w/ 5/8"0 16"o.c. A. I W14x22 N Z L5x5x5/16 �..� p p w 3 o N N N 128'-5 1/2" 129'--2" w Z x x �_ 116'-5 TS5x3x 1/4- U p I x X W12x19 IN DECK FLU p I^ N to �_- ! N n 3 3 3 3 N 3 K I 3 , d Q . -~ ti O p � WELD DEC TO BM - p ~ F- W6x20 POST --- I ' - w/ 5/8"0 16"o.c. \Sfi. BF-B6 _ -- - -- W" 2x19 W 12x19 - L� Ca Y wzlxs2 W21 x62 116'_0" x 116'-0" N 118'-� N rn 6 N rn N o, B m _, �, - ' 115'-10" UJ z -:;;P G7 _I N ; x 3 x 3 " — -- — tom' I ' BF B8 ID I- -- -- — — -- — — -- — -- - - -- -- l W i 19 Q r1 W12x19 W12x19 2 W12x19 W12x19 W12x19 !T - �{� 5 w = LU M OUTLINE OF GABLE ROOF - ~ � 0 / 115'-91/2" � Q 115'-9t/p" 115'-91/" ,_ t " 115'-91/" � p � o --Z- 115 9/2 2 L1..1 o m 13 19 1151-91/; 11 S6.2 S6.2 S6.2 y 5'-10" L 12'•-0" 12'-�-- 12'- 1 2 3 4 51 61 7 8 9 ' !C i 122'-71 122'-8" / 122�81/4 8'/* / ///--- - 122'-6/2 T" 1 Ill _ W12x19 1 W12x19 - , ca w W12x19 _I•{ 6 issue date: 12 September 2003 6 c, job number: N0431.00 a O J m w (,y"JAL x PLAN REvl1=`i APPF% revisions: N N �� O7 Q NCE NATN APPLICABLE POR110NS L I, 08-18-03 3 x / \3 3 123'-13/q" 3 123'-13/q" `r 123'-13/4 FORCOMPLIA IS ��IH� gtossGt �} 123' 1 /4� 14980J1St''ctura Bratty Cr OPSCIC► x 1 3 „Pl011 umbing ng-Spat Gurk+Cde. 09-25-03 �— 20M O-q-Etallt^m Fl-Code IOUFG10E5C1 9S O�y°^Unrfcxtlrre son rnlsl 1 RIZE 17 W12x19. i W12x19 W12x19 td9 UFC AP6.2 lure na ESlt4 VIOLATION U I I 56.2 I 7/ rn 1 " rn ._ 1 rn �_ 1 �_ 1 1991 U G 5tA AP DO TION rF 123'-3/2 123 3/" r 123 3/2" 123 3/2" PLA 'IRN RE TIoN To pRocEtD TIQNs '1" N — N ro .. F n�FRALUS L NE M AN v B TATE,ORLIX)A -Y LIA©IL11 O - -- --- - r _ zh - VE DESIGNER FRO BF-B6 _ W12x19 W12x19 W12x19 W12x19 W12x19 ,;typONS1B1ElN �rJJ 03 V TS3x 3 ! �, TS3x3x3, AI \125'--31/4" 125'-31/4" 125'-3 t " 12_`i'-31/4"_. \125'-31/,. J V F. N N N N i~ 132'-111/2 1 TS3x3x3/l q / ROOF FRAMING PLAN TS3x 3/16 - - o 00 a TS3x / TS3x3x /1 3 l SECTOR B 1fi 125'-31/q" TS3x 3/ r TS3x3x3/ W12 - W12x19 W12x' W12x191 r W12x19 W12x19 --16 file Warne: 431S203B N I Y x19 SECTOR _ - � ROOF FRAMING PLH�`.I �_ -. 17 S2.3B 1/8 =1 -0 S6.2 C13 I 19 ( 11 11� S283B S6.2 56.1- 1 2 3 4 5 6 l• ; 7 2- 1113511 SNN LINCOLN STREET ,'Ar)i r nnnr / I lnnrn r-1 A-r r-nnr r'n Al n,I('. r'ii AAI 13U1'N1113-IIIId4i 90 80 /U 60 50 40 30 20 NEAN' SCIllII01, 39, t0 8 r,,... 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J 0 0 0 0 56.5 56.5 N N N N S6.� M ,�9 go W1 200 �, N O O `= CD N N N N 6 6 O O o O O x CD LI) Ln Ln L0 TS5x3x 1/4--- m (0 ro '`, "� '� x x ,o r� W) h g 12 1 V 1 IN DECK FLUTE N Y Y Y Y tv N 3 111 ZD d W12x19 �' N ,n d ,o- d N N N Y Y Y Y Y o �� S6.4 S6,4 S6.4 I� U yi 1- N x 'n N N N N 3 3 3 3 �- `7• +I 4 x x r•` N N N N N W I \ 7 Z x '`� CD W1Bx35 f W18x35 C=3/4' I W16x26 X w 3 �i TS5x5x1/4 N 9 10 1 1 9 1 cj 1 r, 3"08 18 GA. 7 Q c� �, I S6.4 56.4 S6. `. S6.4 S6.4 E;.4 �)6.5 STEEL DECK TS4x3x5/16 129'-1 1� -64 1_28'-5 CO \ IN DECK. FL TE 5 I _ W14x22 W18x40" C=3/4" I W18x35 C=3/4" I W1Bx40 C=3/4" _f W14x22 I j Z [ O 115'-10 TS5x5x 1/4 ��� a tv ��� LE 12 r TS5x5x 1/4 �� rn ,n LO 2 to i C /. 28'_9 1 2" �S ' 6' 56.4 129'-1 1/2 �9 iv C1J 56.5 v C„D Q C/2 Q !_ NLO i tJ N N i c�'• Wil/ tD O STEEL6DECK' x x _ i _ ULn N '`ry x N rr, x r'+ 1 B 9 Ln n N % ~ J V j N I - to a a n W O 4 to t_o 3 J ' 56.4 S6.5 r_ x N .14O M N N-� � Ni Ni I\ / N N 3 J N x -' N Y x x \\`fi_� I W14X22 / N N Ni 2E 1 V `nic O O n N tin O O O O p _ x N N ,� N N N N N 1714 In L5x5%5/16 5 3 w 128'-4" 1 t� TS4x3x5/16 S6.5 n LO Y in in in L N x IN DECK FL TE n r .t Wllx26 _ x to M N TS4x3x1 4 y Y Y Y Y y 5 - ----- `--- 39'-11" N N �� N N N N N N 56.4 ` N17.x26 ' 56.5 3 �o TS4x3x1/4 56.5 I W14x22 V BB' -- 0 5 L5x5x1/4 y BF-C3 BELOW 1 M 127'-9 1 2" 128'-2" 128'-5 1/2" - 6 7 5 � 1 &S6 6 issue date: 12 September 2003 55 M 6S 614 \ job number: ND431 00 __. _ ---_.__.__ ._._._..._ .,CC; revisions: 08-18-03 - j 1 � W14x22 I � BF-C1 dELUW I .- W18x35 I BF-C2 BELOW f W14x22 _ TS5x5x1/4 TS5x5x1/4 \TS5x5xl/4 \127' -9 12" 128'`1 1 2" 128'--5 1/2" 127'-9 1 2" 128'- 1 1 2. 12f3 -5 1/2" PLAN REVIEW APPRGGVAl. 09-25-03 ,_-_- I FOR COMPLIANCE WITH APPLICABLE PORTIONS OF 1998 OnVm Stnrctural Snecmlty Code(OSSC) 1999 0rn9m Mecbamcel Specialt Code(OMSC) 56.4 2000 Oregon Plumbing Speuolty Code(ONSC) 2000 Oregon Electncel Speoalty Code f0ESC) 1948 Oregon Uniform Fit*C xfe(OUFC) 1997 UBC Std 9 1(fire 5pr.nkI ns) I 1997 UFC Std 10-2 Ilse alarms) PIAN REVIEW APPROVAL DOES NOT AUTHORIZE ^.t,14STRUCTION 10 PROCEED IN VIOLATION OF )`nAL STAN' 001,_UI:ALREGULATIONS,NOR[HOFS I IEVE DESIGNER FROM ANY LIABILITY OR I of'UNSINILIIY. y (g L= C �r7 _-- DATE (O�03 ,�1 r,., • . ,JY. INC. ROOF FRAMING 7 PLAN - --1 SECTOR C file name: 1:11.,,0111' 1113811 4N1' I,Iti(•UI.N ~'1.11)'.1'."I' � 1111 P20113-111443 j/ S203C "NI-AN' SC11001. 40-59 90 80 10 60 50 40 30 71) 10 ...... ..... ,...:- ....... •�+,.... ....•:TaM!^.:�.:.���: _. ..;: .�'eY'•:,.w.,. _._ , n"......,,. .a,rA+......,mn.uw,".e.."..m.-..,..... e,.w,..w.. 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I I W CD I I I I I I I 1 - - - J I I 1 I I I I I I I 1 I I I I I I I I issue date: 12 September 20 6 I I I i PLAN RLV'F'"J APPROVAL 1. i I I I I I rURCOMPLIANCE WITH APPLICABLE PORTIONS OF job number: ND43 00 i I I I I 1 ,9vo ore9on Suucturel speuelty code(ossa revisions: � 08-18-03 1999 Oregon Mechen cel Sp«n el Code(UMSt� "W Urngon plumb4nq Spec ally o&(OESC) I I t 2W Of�eggO�o^��jam F«s a OUFC)ESC) 09-25-03 I I 1997 UBC Std 9 1(fire lonnwlerS) I t I I 1997 UFC SIA 142 Ihie 141"5) I PLAN REVIEW APPROVAL DOES NOT AUTHORIZE 4 I I I CONSTRUCTION TO PROCEED IN VIOLATION OF I I I I FEDERAL.STATE OR LOCAL REGULATIONS.NOR DOCS I I I I IT RELIEVE DESIGNER FROM ANY LIABILITY OR I I I I RESPONSIBILITY I '1Y _t tOATE IO`3 CI_AIR COMPANY, INC. I I I I I I I I I I I I I I I FOOTING 6'-0` x20'--Y'- FOOTING 6 -0 o"- ,'x20WALL LLEVATIONS -0'---- 7 W/ #8®12_"o.c., E X (B) I I W/ #8012"o.c., Ex (B) AND DETAILS AND #4®24"o.c., E.W. (T) I ; 1 ' I I I i AND #4®24"o.c., E.W. (T) 104'-0" El ; ---- - i1_02'-d" file name,: �i.IISaOU _—_-- - I A "I / - - !03510,%%% LINCOLNS'FREE-t• Rl'!'Zlllli-1!11443 S380 ('13 SECTION AT PRJCENIUP✓I WALL_ V1'P 0 -0041, 41-59 �S 3 0) 3/4!' 1 0" 90 8U 6C 40 30 70 50 I) 10 8 NOTICE: IF THE PRINT OR TYPE ON ANY l�rll�r IIIIIII 1444444 �IIII Ili�lll�i �Jill Illlllllllllllt�tIIIIIIII 1IIII III VIII IIIIIII I�III�t VIII IIIIIIIIII IIIIiII 111111(11111 I IIII�It III I I Iil11�1 I�IIIII IIIIIII'Ill I I C IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1�---I- -- I-- L- I -_4L.—I_ I___. I 6 —�I L IL I --------I--11�-_ I ��C OC�'� 1"L No.ae IT IS DUE To THE QUALITY OF THE ORIGINAI. DOCUMENT I Z 8L GZ 9Z Z 1bZ s Z iZ L et 81 GT 9i 4t 6t Et L[ —iT [ 8 9 G 9 4 SJ8171tluu l 1I r r. r. 'i I a' p f1 d. dp 50 40 30 20 10 0 70 � cn NCh I` co tr C z C ti '-3 N W = N O C] m � o 0 a M 4 �AULJ S3.2A 81-p" ! 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Z CDLU 1= c) 7 LLI z u-i W 14x22 113 -5 W 1 °i }, °M' J Q Q cr, /2 � , BODLD q = LU 5 15 - 13 I= i-- rn S3.2A ���' f o I 11 LL1 CD � c. }� ox S3.2A N (3 °- Ln P- In o 3 z�_ S.O.G. 104'-0" - - W c1_4 m S.O.G. 102'-Y' \ - cc S3.2A S3.2A 9 S3.2A BF-A6 _ 1 _ BF --A2 ---- Sl 1 A ALONG LINE 11 53, 1 A v ALONG LINE 2A ° 6 issue date: 12 September 200. 6 job number: ND431.00 E p revisions: 1 (1818-03 PLAN REVIEW APPROVAL FOR COMPLIANCE WITH 1 _�" II ,. 6 f i -- Q 1998 Oregm Stoicheal SpecWty Pods(OSSC) 19%Oregm k4whan"I Sp""y-0M(OMSQ 2000 Oregon Ph,, "+g Specuhy f.ods`^"cr` 2000 Onxpn Elsctr"l Specisky Cote(OESO 128'-10 t I1422I 128'-101/" 1998 Oregnn UnOmm Fln Ude(OUFO /2_ W 2 1997 U(ir.Std 9.1(1"sp,nk" 1997 UFC std fat(lne alafr ,-I) 4 B.O.D. ( \I- - B.O.D. PLAN REVIEW APPROVAL TOES NOT ALTHORIZC I CONSTRUCTION TO PROCEED IN VIOLATION 01 S3.2A \ i/ 1'EDERAL.STATE.OR LOCAL REGILAATKX0;,NOR D01'S 11 10'-0" \ 'I HEL EVE DESIGNER FROM ANY LIABILITY OR 4 10'-8 S3.2A S3.2A 4 � 1 n ffl F 6 j - 118'-2 I/" \'_ - 4142? ` � 118'-0" S3.2A I �� � " -� �-��2 ----- _ CLAIR COMPANY, INC. W14x22 113'-5t/2n BOD 2 i- \' BOD cm O \ �` 20 ( - I - �� ��, BRACED FRAMES S BSD ++� �'�- 3 3 3 SECTOR A 7 TS4x4x1/4 20 �i t x S3.2A 11 I 1 S3.2A I� 3 �+ 3 I53.2A S3.2A S.O.G. 102'-0" 3 + S.O.G. 102'-0" �' +� \I S.O.G. 104'-T_____ ----- _�_ - - 1 file name: 431 S301 A 1 9 10350 SW IANCOLN S 1'kEFT 1 2003-00443 S3.2A S3.2A S3.2A S3.2A BLIP NE.N1'S(Vaot. 4�-s9 _ 1 y BF-A9 5 BF-A5 BF-A1 _ S30 S11A AI-ONG LINE 11A S31A ALONG LINE 2A 90 80 /0 60 50 40 30 20 10 NOTICE: IF THE PRINT OR TYPE ONAI4Y rjr Ilr III i�l III III III I i ill III III I t II1 III IIT t�1" III Ilt III tt�III III III IIIItIt III III I�I,IIII tll III I I,IIII IIIIIII TjI, 1�1 111 I�I 1 1I�Ijl C�I I�TI�I III II► Ijtj,I II IMAGE IS NOT AS CLEAR AS THIS NOTICE, -- IT 13 DUE TO THE QUALITY OF THE: _ _ _ _ No 36 ORIGINAL DOCUMENT L r9 ' F111111111 I 8 S �tuslllUll1ll�11III[IIII lliWll.ull Ilr�lll pe 90 80 70 60 50 40 30 20 10 0 o � CV m cn COLUMN z BEAM TOP o ; r FLANGE �-FLANGE LU N o 4 3 go ----WELD ACESS HOLE 53.28 53,28 cr " REINFORCING WELD - / CL C TO OVERLAP BEAM 16 VA � FLANGE CUT - -REMOVE BACK-UP BAR, GRIND SMOOTH O cg�l -- 17'_6" � o • 5/1 " AND REINFORCE WITH " I S3 2'p / -_ Q /B FILLET WELD 1 = TF/4 OR 3/g" MAX. 14'-5 CV N y BEAM CUT 117'-31/2" W14x22 117'-31/2 o -WELD ACESS HOLE 115 -10" W14'x72 115'-10" - �� --- c� __ _ r _ - ---- - B.O.D. ' Tr --- �, B.O.D. B.O.D. - - B.O.D. c BEAM BOTTOM CD I } f� O �`�� FLANGE 3 \ 3y+irk+ REINFORCING WELD TO OVERLAP BEAM S.O.G. 102'-O" _ S.O.G. 1 O2'-O" ' FLANGE CUT _ - REMOVE BP ff HP,Ii, GRINDD SMOOTH � '-� �I A14D REINFORCE WITH FILLLT !MELD T = IF/4 OR 3/g" MAX. (DETAIL APPLIES TO BEAM-COLUMN 9 9 FLANGE CONNECTION) 1 S3.2B 1 WELD ACCESS HOLE S3.28 _ 53.26 - 2o AND BEAM COPE DETAIL. CS�3. __ _ BE_B8 __ 4 _ BF -- B4 �R�T c 0 P�IJFFf 1 c3 - 3/4" - 1 '-0" -- -- --- 1 B NEAR LINE AA S3. 1 B ALONG LINE P :��` IN f/> 2�. -� 2 �� �� G� 71` + SYMM. ABOUT f /� OREGON -- CAP R THICKNESS / -� COLUMN QP JGtpT6 �a^��Pv GREATER OF 'F1+1/4" _ CAP R OR TF2+1/," (1" MIN.) 4" ATO COL. L OIG _ � �FLANGE G.P. REMOVE - MIN. 4 FXPIRAII_O_N DATE: 6-30-05 BACK-UP BARS}--- M IVI FOR CONNECTION S3.2B SEE DETAIL 9/- SEE DETAIL 20/- Z z N 4 (P, S3.28 J OV OU Y � 12 2" 117'-31/2" , - W14x22 _ 116'-11" _ ----- 1 116'-0" �,W14x22 115'---9 /2' _- .. - TYP. AT FRAME BEAM ----- I 1 - ------ - B.O.D. \ B.O.D. W SHEAR TAB'>- T� SEE ELEVATION A.O.D. `` B.O.D. - +s 3 Z 3 TO COLUMN( 16 0o -lam O = tq in . SHEAR TAB THICKNESS o f o M x Z in C.P. TYP. = BEAM TW + �/" I� yP M $3.2A O ro O i- W AT BEAM WEB 4 x 0� 1 x w TO COLUMN O \� BOUS'm A325X O W 5/16 BOLTS S.O.G. 102'-0" S.O.G. 102'-0" 4 z ch V 17 --CONTINUITY RS FS. & NS. I FRAME COLUMN-� USE LARGER OF TF1 OR _ y SEE. ELEVATION TF2 (SEE TYPICAL EVA "CONTINUITY R DETAIL) '- SHOWN ON PLAN THUS: 141 10 - -- 11 1 9 1 FRAM F BEAM TO S3.2A S3,2B S3.28 S3.26 COLUMN FLANGE CONNECT ON BF - B7 3 BF -- B3 �S3 3/4"=1 '-0" S3, 1 B ALONG LINE 2 S3. 1 B ALONG LINE 6A 4 4 CN O CV m cnc 3 CN a2B \\, VV) S3.2B CD CD wYz CD\ 6'-9" 5'-10" 4 o Qoil- I S3.2B 117'-0" W420a� 117'-31/2 125'-3" +/-_ W14x22 � 125'-3" +/- Q � � Q CD B.O.D. --� \ B.O.D. B.O.D. i ; B.O.D. CD T54x4x /4 - -TS4x4x /4 ,`�'? \e• \eS z WwZD 116'-41/1' X 4x22� 116'_11/2' G_.. TB.O.D. ; ; D.O.D. J w cnW12x1bJ B.O.D. T` 26 Q Q cn /M I Vb21 x50 M 5 W = LU 5 o 1 1 0 1 20 TS4x4x 1/4 � Q 1 / o ; o S3 26 3 3 S3.2A O , o � o rn v S3.26 3 3 10 1 0 c,�` - o Q N LD In o S.O.G. 102'--0" S.O.G. 102'-0" - S.O.G. 102'-0" ,' ~ CI-4 m ------ -- , W o 11 S3� 11 9 1 S3.2A 53.28 S3.28 1 o BF- B10 n 6 BF -- B6 2 BF - B2 . .,: . ,_... . ),Jnr,C;rnrLlArJcty,"TNr�t�rl;,., , _ 1yJb QrPu(.n SIr C r�l�t ItY_Caja wsSC) - - - 1 9 )ream echemcel peciel1y Cafe(GMSC) ALONG LINE N E V & Y S 3j1B ALONG LINE 3A 2f)00 Ore,y,n Plumbing swielty code(L11nc) ALONG LINE 7 S 3. 1 B 2000 Orroon E lectncal Specialty Coae(0ES0 19". Omr)On Unihxm Fore CWP(OuFC) 1097 UHC Sid 9 1 (fire epnnklon) 6 issue date: 1 Z September 20031 6 1997 UFC Std 10.2(fire ataims) PLAN REVIEW APPROVAL DOES NOT AUTF1getroUmber: N0431.00 4 3 CONSTRUCTION TO PROCEED IN VIOLATIG, OF 53,26 FEDERAL RE STIEVE TE,OIG LOCAL ER FG ANY I ABNI�ITY C] ions: 08-18-03 S3.- RESPONSIBILITY, 85-2 65_2 Inl^ BY Z� _- __DATE LO/19 D 10'-10" C1.AIR x.2..'1,,'.Y, INC. EE PLAN S _ AA a a SEE PLAN 1 SEE PLAN 4 Y 122'-71/4'# - W14x22 - --122'-10" ' --- S3.2B 16'-912' - 20 B.O.D. ' B.O.D. 6 -9_ . B.O.D. 20 - ; r B.O.D. _ - S3.28 W12x22 1 - - � I S3.2A � TS4r4x 1/4 1 „ ,_ t. ,_ rr 115'-9 /2 W14x22 -116_1 _- 116 6 fi - - - 10 115'-91/x'_ W14x22 ' - 115 _91/2" B.O.D. ( 1 B.O.D. B.O.D. S3.28 W14x22 S3.2B B.O.D. -- B.O.D. 1 g ��, x - 7 BRACED FRAMES -_-- o s c, 1 3 a\",; �+ M SECTOR B TYP. I I � o I ��`� G 53,28 BS-1 . . S3.2B x I } +� I x 0 a, I % -\ ' I TS4x4x1/4 85-1 3 ti 3 20 +� , S.O.G. 102 -0" S.O.G. 102'-0" S.O.G. 102'-0"-- - `• S.O.G. 102'-0" , { I I -1--L -� - f ---T.--- I I- -t- 1 file name: 431 S301 B 11 9 S4.0 S3.2.A 1 9 1 S3.28 53126 TYP. � - S3,26 S3.2B S3,26 13 MF1 _ _ _ _ BF B9 BF - B5 _ 1 _ BF-- B1 S301 B W3.1 B MOMENT FRAME ELEVATION- --` _ S3. 1 B _ _ - ALONG LINE 7 S3. 1 B ALONG LINE 12A 53, 1 B ALONG LINE H 1113,50 S" LINCOLN SII EA"Imo- B I'I'2003•-00443 90 80 70 60 - 50 40 30 20 10 N E NN, S( 11100t, 43-50 NOTICE IF THE PRINT OR TYPE ON ANY 71 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 l i 1 1 Ill 11 1 I J',I III Ill I Ill14 f i l IIII 1 11I_I 11 'i I I I I III 111 Ill III ill III ! ! III I I 1 I 1 1 !I 1111 ill 1 1 1 1 1 1 1 1 111 III IllI 11!I I III 1 111 11 11 1 1 I l I l l l l I I �Uu IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 11 I I I I 13 I I I I C I I I I I 181 I I_ I I I �� _l,I_ . ` / o )i- 13 ° IT IS DUE TO THE(DUALITY OF THE No 30 (Iil�lllllll�II�IIIlIII II I Iillill IIII�IIII IIIIIIIII-►1111Z1111►1II6IlILIIII�II�BIIII�II�IrIILIIII 111I11L1►11�llL��T T 4t �tEi Lt [t I t e I L �9 l�Gllllltlll 118t1111 ORIGINAL DOCUMENT 9lZ 4 ►► �S � Tz t��lr.I IIIIIII111111 IIII 1111111111111111 1111111111111111111II�IIII�IIIIL►Iill►ll l 1111 1111�I1�11llll�l�111111111�1111llll1111Wlllllllllll.11llllilllllllll�l l►�I►NII� him- 90 80 10 60 50 40 30 20 10 0 0 Cn CJ M I m � v GRID 14 15 T S R o N "1 SECTION AT W1.4x30 CUT & CHIP / I Qt. COL 56.5 It COL. '� y p M O r GRID 5'-7" I 19'-6" 5'-r • , ®, _ CC y * 53.0 129,_3" o . CU I & CHIP FLANGE ONE SIDE BOD C PLAN OF WEB FOR GUSSET PLATE H 129.-4 1. 1 W1430I 128'-11 1 129'-Cf - L5x5x5/16 'k L5x5x5/16 - 1 _Op `'' BOD - ,-- - BOD SOD _ _ _ __ DOD z (13 7 8"0 TS 5x5x1/4 OR /ts - - W14x22 W14x30 W14x30 - Q ( L5x5x5 16 W14x22 r A32)5X BOLTS « / 5/ts V-6 1/2" 20 t- �, 1'-6 1/2 ROOF DECK ONLY AT SIM. \' >S N BEJtM30 3" TYP. - VARIES -_� = 128'-5 112_ AT GRID CCS ' s _ r , BOD AT TS5x5 * * * 127'-9 1/2' AT GRID H - S3.1C _ VARIES Z�1-5xioioslm T - - - - - - - BOD AT L51r5 - . I 1/4 9 10 *L4x3x 1/2 .1 1 2" I _ - =_ =` I 114'-0" 16x3 I1LLVw • 40p0 0 4 J I ------ --W16x38- 19 _._ - BOD1 _ 0.4r1 - W14x30- I b I -_ -- - 1 _ � BEAM I -- ---- I ----- 7/B" b \ �. W12x19 0 \6+ - - W12x19 W14x22 ----- _--- \ W14x22 . ..0_ I `--W 14x22 BEAM r \ , _._ V sad }�+ 19 19 SIM (4) 5/8 . s 53.1C A325X BOLTS ' r; 5/1s S3.1C Offy��i� +6+f 5 16 , " , \.. 13 3 I ��ii�/� I 13 18 � 1 5/16 ' COLUMN W8x48 COLUMN S3.1C j �� I S3.1C S3JC WBx48 C i �.8 100,-4 3/4" GUSSET PL _ r rl 5/ts TS BRACE -----\\ - _. - �" a --. _---- _ _-^ 5/1 SEE FRAME ELEVATION .1/2" STIFFENER PL SECTION TS BRACE 3/4" GUSSET PL TO COLUMN FLANGES _� - -- -- I SEE FRAME ELEVATION / 1/2"x4" STIFFENER PL / �- ® NOTE: SEE 20/53.1 C FOR ADDITIONAL INFO i - TAIL-- REVISED 1 BR CED FRAME DETAIL- REVISED BRACED FRAME C8 4 BRACED FRAME C 20 BR CED FRAME DETAIL RE _ t1 ()F f 3 "=1 '-0" RESPONSE TO RFI-015 ROOF LEVEL \S3. 1C 1/8"=1 '-0" S3. 1C 1/8"=1 '-��� 2 `� ff�y 2�S3. 1 C 3/4"--1 --0 *RESPONSE TO RFI-015 ROOF LEVEL 53, 1 C / Wall- - ; ��-- CC GRID � CDL. 20 I o6E00N H1 V CUT & CHIP H I 0 L6'OI�G�P SECTION AI W16x'8 y 1'-6 1/2' 1/2" STIFFENER PL TYP.1/ I TO COLUMN FLANGES W Z �- 1/4 1/2"x4 STIFFENER PL TS5x5x5/16 5/t6 BRACE 5/16 ExPIRATION DAiE: b-30-05 TS BRACE - I -3/4" GUSSET PL SEE ELEVATION 3/4" GUSSET PL ?* PROVIDE BLOCKOUT AT GUSSET 18'"'9" S* PROVIDE BLOCKOUT, ` NO CONC WITHIN 1" EA SIDE S3.1C NO CONCRETE d`* I j < WITHIN 1" EACH SIDE , (14) 7/8"0 - - X129'-1 31e W14x30 - 128'-9 1,L2"v 128'-2" L5x5x5 18 128'-5 1/2� A325X BOLTS - - -- - BOD - ------- - BOD &BOD - BOD b 114'-0.. b 114'-0" �, - W14x30 ♦6 11 I .�q 5/16 ) � -GUSSET PLATE SCHEDULE - FND LEVEL -12-7-------- X19 , I -14x22 W14x22 ., � � s 1 1/2" 3" 3"3" Ch SEE NOTE 3 f 5/16 _ - - MARK Hyl ADDED STIFF. PL GUSSET PL � + M ac -- - - - - _ { - - -- 3/4 x4 AT TS C.L. lvT -_ -- --- AT COL SIDE ... - -.� L # I /-W8x48 COLUMN I I S31C 10 N oil C1 1 9" I ,� S3.1C 2 + L4x3x1/2 �a 2,r �3" TYP �I IT �_, Il LLV TYP. --I- ------ ----- --- . - - I3 CA I _ _ 1 1 2" -__ ¢I I ip r ___ �I 1/4 �,P• C2 1'-9" AT COL SIDE -. 3 - * � � _ *_* � ♦ *I 1/4 -�TS BRACE 4'-Cr � Z '� - - - - - _ --=. - - - - - = I C3 1'-10" AT COL SIDE SLOT FOR - --- 11e H - GUSSET PL W16x36 117) . 11�--8 W16x36 j16 v ul J W 7/8" r W16x36 b SEE NOTE 2 ^ I 'b C4 2'-4" AT COL SIDE I -- - I BOD --_ _-�,2 N Z - D R - (4) �/8e0 _) W16x36 , I -- ---- - - - -- - W18x26 ,y�/ Z �7 325X BOLTS BEAM SEE PLAN BEAM _ C5 1'_10" AT COL SIDE I W12x19 + 19 Q O Z AT t_4x3 5 16 , 5/1s , SECTION AT GUSSET PL Rio I I TYP. AT BRACE / 5/16 / `/i --- ' -- - - -- - U +� 1� J9C x G�;fD I / C6 1 -9" AT COL SIDE S3.IC V �' } WBx48 COLUMN - ml I I TS BRACE ' / ,' C7 1'-7" AT COL SIDE 18 I I SEE FRAM 5/18 ELEVATION i 5/16 �_ $3.1C $3.1C vt,: �. 1,0 1/2" STIFFENER PL C8 1 -8" AT COL SIDE t9 SECTION 1/2"x4 STIFFENER PL -- TO COLUMN FLANGES - - - - - _ 100'-0"� " -- 100'-0" NOTES: 1. ONLY ONF BRACE AT SIM - - 2. EDGE OF GUSSET PL AT SIM. (UPPER BRACE) LOWER I.4x3x1/2 NOT REQ. TS5x5x5/16 3. EDGE OF GUSSET PL AT SIM. LOWER BRACE) UPPER L4x3x1/2 NOT REQ. BRACE NOTE: SEE 19/S3.1 C FOR ADDITIONAL INFO - BRACED FRAME 4. SEE 20/S3.1 C FOR ADDITIONAL INFORMATION. � � - � � _ 19 BR CED FRAME DETA L REVISED 15 BR CED FRAME DETAIL- REVISED 11 GUSSET PLATE SCHEDULES _ i BRACED FRAME C7 3 BRACED FRAME C3 �3.1 3/ "=1'-0" pt *RESPONSE TO RFI-015 FLOOR LEVEL S3. 1 C 3/ 1 '--0" *RESPONSE TO RFI-015 FLOOR LEVEL S3J1C 3/4"=1 '-0" 53ji , 1/8"=1 '-0" 53. 1 C 1/8"=1 '-0 4 4 N 15 tE 0 � � � CC H 2 N � a CCI C. CD CD LLI CD o� 1•, � - - - H COL. �r� z w z WBx48 COLUMN I 15,-0" CDD SECTION A-A -- -- O z - - - - - - 14 15 I I � M [7C Q F7- GRID o 0 128'-5 1 2' W14x30 128'-9 1 4 127'-9 1�I 123'-1 1 2" J C J - - - AT GRID 14 , � «� L__._ �__ Ts55x.114__-. _ - ate- - B o - '60 ° - 128'-1 1/4" BOD -- Z CD F- Boo 127'-9 1/2" AT GRID 15 12x26 W14x30 W14X22 LU = U 9 11r 9 1/2 `o" W 18x35 I U w e co ZD �C 3" (6) 1 1/4"a ANCHOR BOLTS AT ROTATED COLUMN t�,0�`\�{` 9 !� 53.1C +s+ .J S3.1C @20 s wASTM F155. GD 55 ` `S I +S+S W W8x48 COLUMN ,� ,' �a�>` S � I 53.1C I �l6 I , Q M GRID °� 5 W Q = w GRID 3.. 8n Br, I 8e 3n ' 3 I O \ - (6) 1 1/4"0 NCHOR BOLTS _ f 55 W16x38 15 114'-0" e 114'-0"e W Q TTM r 1554 CD -- W16x36_ 1.5 °i L°l I 5 is AS TS BRACE TYP. , , \ I BOD I -- - v CP /� W8x48 COLUMN SEE FRAME ELEV. V-Mlf <C L/ \ 10 - 1/4 / T5 BRACE j gW18x40 W1BX35 Ln CD�-PL 1 1 2x1'-7"x1' 7 � GRID 1/4 SEE FRAME ELEV, S +g+ 19 cp +S I 19 SIM �J N m CD F -50 KSI - - - l CD l II , � � � S3JC x 1 4 3 SIDES - OJ I_. _L . 5/18 -- i' `\ \ 0 1 1/2x4 1/2x4 1/ / ^ 1 3 (, I eS3.!1Ct\: S33C PLATE WASHER TS BRACE SLOT 1 LIQ 5/16i/2" PLATE 5310 PP1AN rOR GUSSET PL 6' 1/4 1 NIOESPL 1 1/2x1'-4"x2'--6" 5/16 100'-0" -- _ 100''-0s FY=50 KSI --- ------ � -.._-- -- 1 2x4 1/2x4 1/2 OLATE WASHER PLAN o BRACE'- FRAME E D ETA L 6 BRACED FRAME C 6 2 BRACED FRAME 2-2 : - _ 14 BASEPLATE DETAIL _ _ __- - - -- - - -- 1 BASEP_L_ATE DETAIL _ - _- ----- / - - 53. 1 C 3/4"=1 '-0" 53. 1 (; 3/4"=1 --0" " " r, Yi ITHAPPUGACLE"';)!;1!�tl.:�, f S 3, 1 C 1/8 =1 --0 S 3, 1 C 1/8 -1 -0 19 46 0,n9pn Structural Specmlty Cain 1y99 On!gon Mechanical StMc,elty Cnde fn�� C) 3 4"- 1 ' 0" 2(x)0 Oregon Plumbing Specialty Code(Grp l issue date: 12 September 2003 S3. 1 C 2000 Orewn Electnr il Specialty Code(OESC) 199s Oregon Uniform Fire Code(OUFC) 6 1997 UPC Std 9 1(fire eprinklr«e) iob number: ND431.00 GRID GRID GRID 13 14 1997 UFC Std 10-2(fife warms) W I T S R L i CONSTRUCTION TO PROCEED IN VIOLATION , Visions: ® 09-2 03 PLAN REVIEW APPROVAL DOES NOT AIJTHOR17.E, r_ BLOCKOUT __ COL. & FTG. I I I I FEDERALSTALE,ORL(X-ALREGULATIONS,NOR DOti (k COL. & FTG. - - -I 1 - _ WBx48 COLUMN ' IT RELIEVE DESIGNER FROM ANY LIABILITY UN - �yQ EXTEND GUSSET TO ,1 WBx48 COLUMN 12'-4" 5'-2" 5'-2 , 14'-5" RESPONSIBILITY. -___ t53 TO COLUMN WEB AT SIM. l 129'-5 11:e PY_ _-i DATE B.O.D. y 15 -0" C'I_AIR COMPANY, INC. TS BRACE TS BRACE--' r 'q* W8x48 COLUMN ll I BLOCK OUT - -- -- =- - - TS BRACE I -- WHERE OCCURS 5/16 , o BLOCK OUT ---� " W14x30 W14x22 W14x30_ _ 129 -2" 15 MIN. w --- WHERE OCCURS e129'-2 1/2 - - -_---..-� TS5x5x1f4 _ _ 128'-5 1/2" 5/16 ? BOD _ -- Y -- BOD �12d-1 1[2" - =_ -- -- BOD 9 _ � = 15 MIN. -#6 012"o.c. TOP P":,. :UTI. 3/4° GUSSET PL I 0 NON-SHRINIK GROUT BOD -- _ 100'-0' HOOK ENDS 100'-0" I Lji I �1Do,--O" I 20 W14x22 RT1 D W18x35 } - .... ® - I b (i "I b ,1- HOOK 1 ENDS. TOP AND BOTT. I �� I 53.1C yr° 53.10C 1 l I I 5 16 I m I S+ ti` h+lb - --1` 5/1 s .- F- -- L�N­ -- -- - _ - :! - + ,� &S3 I �y.. , BRACED FRAMES I AREA C 7 b b W16x36 (12 I Wt 4x22 I W18x38 1� I 114'-0"� _- W16x36 15 _ 7:,- 10 - iv N wv J J -j o 198 L) C W18x35 W1&40 - \d` I 19 b/ I culh1 1C 51M W Aj1 �I h+ S3. 3'-0" 'to +.� x +�+ / �y+ file name: 431 S301 C - -- v -- - I I3 'C� 18 4- --- 6 -0" PL 1/2x4 1/2 SO EE PLAN U7'-fY' AT SIM. w/ DBI_ NUT e " 13S3.1C�4 TIES 04 o.C. �'- 0" AT 51M. 1C(7) #8 CONT. TOP AND BOI1. #6 012"o.c. TOP AND BOFT100' 0" � - 100'-0"� (8) #9 AT SIM. --(7) #8 CONT. TOP AND BOTT. - -. - 4 -J- HOOK BARS TYP.-� _ -- ` NOTE: PROVIDL BLOCKOUT AT GUSSET PL (.8) #8 AT SIM. I_ NO CONC WITHIN 1" EA SIDE � - - - 9 FRAME FOOTING DETAIL BRACED FRAME C5 _1 BRACED FRAME C1 - 17 FRAME FOOTING DE] A L 13 FRAME F001 T N G D ETAI L S3mlC 3/4!'=1'-0" S3. 1C 3/4"=1 '-0" 53. 10 3/4" =1 '-0" �S3- 1C " S3.1C 1/Bn=1 '--0" nlirzmz-ooa3OL� sTR�F.TS3.1C X10 4030 20 to . , 90 80 70 60 NE:��� ti( IIOOl. 44-59 ,,:._w....::_....:.... ..K-«.-.-.-^.+.....-,...._g..r..,,...:.:,". -.. -'"---.- _.._ .. .... _ -w!! 'wnf.lRr!" -TiSewTY�=.Y"erl�"'�"..r".ar• ..n+.+*.. .....r•-.. .-..,».., .n , ,.. ., .. -- 4 I I 6 --- _ NUT-ICE. IF THE PRINT OR 1 YPE ON ANY III III S I I I I III I IW111111111 1 1 1 � 1I I IIIIIIIfLII15 --- I I_ !- ��1. I 1� _ 11�_ 2W Jc� ; 00 IMAGE IS NOT AS CLEAR AS THIS NOTICE -_ ._ _._-_ - i IT IS DUE TO THE QUALITY OF THE No 9e ORIGINAL DOCUMENT (( � 8Z 8Z LZ 9L LL ►Z £ Z IZ L et 9t F111111i'll, Z 4t ft St Zt it of 8 L 9 9 t► S L I toi�u« IIIIIIIIII �i�II��I) �I�III��� I���I►��� ►��11���►I��IIIIII II I IIII�I►II ��I►�IIIIIIII► IIIIII��I�II► �III���I��IITilIII►�IIIIIIIIi ILII VIII 1111111 ►IIi���III�II�III ��IIIIIII�IIIIIIII!ILII III►�IW ►11I 11111►1 I 111 I��I�N►iI ;a 9 4t� T S�m i 90 80 70 60 50 40 30 20 10214 i1 c� co M co Off ;f COL. CONT. GUSSET PLATE SCHEDULE (ROOF FLOOR CONDITION r--�--r WHERE OCCURS FRAME GUSSET C.0 N MARK T 'A' 'B' WELD SIZE L ADDED STIFF.R3/ x4 0 Al /" 2'-6 /" 1'-1(Y' ---� 6 11" OBEA,M SIDE - CM 00 Ln 5/ V7" 5� 11„ 'B' 1. A3 /,r 11 - /rr �r_0 - 5/1 s 7NONE__ 16 16 , ADD 3 EOLT S ®2ND ROW TYP. „ " _ BOD SEE FRAME ELEV. - i A4 /„ 1 --6 / 1' 2 / 7 ABEAM SIDE I A5 / 1 -1 / 1'-0" 7" NONE " GUSSLTI!' 1/2'x8" .'11)�" \ GUSSETR 1/2„x 12" FRAME COL. I io L „- —- - z SEE BRACED FRAME - (� A6 / 1'-6 1'-2 / 7 ®BEAM SIDE _ a A7 / J,_3 _ 1_-4 __`/�` 11 NONE ELEVATION o `� _ � -•' �" N 5/16-[> A8 /„ 1'-5" 1'-1" 1/16 _ T ®BEAM SIDE SEE SCHED. A9 /" 11" 1'-0" `/ 7 NONE ---J �' 7' /16 , \ 5/16 11 I �+ �A h+ XXI � , N TYP. _ r �',)' Gk, �,o� T.O.SLAB I a `. rr� 5/16�L NOTE: `'��P � rr 1. INSTALL ADDED STIFFENER PLATE ON BEAM SIDE OR COLUMN SIDE OF GUSSETR 'I z � Ql`' DETAIL ABOVE SHOW CASE OF COLUMN SIDE, SEE SCHED. FOR REQUIREMENT T.O.FTG. _ _ N ADDED STIFFR3/8x4 2. SEE i/-- FOR INFORMAIION NOT NOTED ®BEAM SIDE 10 SEE NOTE#1 &CCHED. b I �2 BRACED FRAME DETAILT-6' BRACED FRAME DETAIL. BRACED FRAME DETAIL & SCHEDULE 3/4"=1 '-0" S3.2A TS4x4x1/4 INTERSECTION 3/4"=1 '-0" S3.2A TS5x5x5/16 INTERSECTION 3/4°=1 '-O" _ _ -� S3.2A , CONC. FTG. - �`�, (REINF. SEE DETAIL 1/-) -- --------- ----- - �� r �FFJ/ Z ! 1 -8 _ GUSSET PLATE SCHEDULE (ROOF/FLOOR CONDITION) Z vim' ''" y FRAME _CUSSETIt 1 q _1� ___ MARK T 'A' 'B' WELD SIZE L ADDED STIFF.R / x4 � V - -- -- - 3� „ 3/162" TYP. n� A2 /" 2'-61/" 1'-10° S/ 1 1" ®BEAM SIDES\Cr eao 8 STIFF.R-! ( ) COL. CUNT. A3 / 1 - / 1 -0 / 7 -NONE <a ®GUSSET&BEAM -- q L o ' 1 0 A.B.A,B. 6 TOTAL WHERE OCCURS r B.S. ('+ ASTM F1554 GD 55 ADD 3 BOLTS ®2ND ROW I YF. A4 B 1/201 1 --6 / l'-211 / T ®BEAM SIDE x1^^ATION DA 2E: 6-30-05 FRAME BEAM \ - A5 /" 1'-1 1/" 1'-0" - / 7" NONE i- W14x22 SEE FRAM.- ELEV. `� ' BOD SEE FRAME ELEV. A6 /" 1'-6" 1'-2" / T' ®BEAM SIDE 100 2'-3%"--- --_– o 0: I -- I`f'I 5/16 n E o0 W. 001 1 l' of A7 / 1'-3" 1' -4" /� 11" NONE d to 0 2�-6 /8 '� - - - o o' -BASER 11/2" TYP. - --" „ < - R1/2x3SQ. WASHER TYP. ° cr ; A8 /" 1'r,5 1;-1„ / 7, ®BEAM SIDE Z A --- - - % -� 3 SIDES A o - _ 1 I 1 4 -- A9 / 11 1 -0 / T NONE u I O TYP. `�- GUSSETR / ” ''n /16 TYP. 2 I M ADDED STIFF.R3/8x4 ox o ®BEAM SIDE o �„ 3 _ , { TYP. SEE NOTE#1 &SCHED. _ d z } 3 �w� /t6 T 3 i -- FRAME COL. N. INSTALL ADDED STIFFENER PLATE ON BEAM SIDE OR COLUMN SIDE OF GUSSETR 3 z 1A } TYP.}5- - - SEE FRAME ELEV. '^ /16 L DETAIL ABOVE SHOW CASE OF BEAM SIDE, SEE SCHED. FOR REQUIREMENT W W 2. SEE 1/- la FOR INFORMATION NOT NOTED i UEr' Q 15 BRACED FRAME DETAIL 1 1 COLUMN BASE DETAIL VSEE SCHED. 3 BRACED FRAME DETAIL & SCHEDULE 3/4"-1 '-O" S3.2A 3/4"=1 '-0" BRACE SEE S3.2A BF-A6 FRAME ELEV. 1)ti , if ► 4 �- /- COT_. SEE FRAME ELEV, J 4 N cv M BRACE SEE FRAME ELE1r'. -- - -__ -� r� rn a \\ N � \� kJ-1 C0!APLIANCt v: 7 , _ _' 'h lur.oGF z QC ---<TYP. 19'�ti O�roro�Structural y,.erc'alty Gvfn hJSSCI � CD W , �' l L U'ryon MecAang S Sulo arty Coda(nMSC) � w6 X000 O2000 rn on E Iloctbi'cai s`�f M'y Code(O'SC) pwode Code(OESC) U 199h Ornyc'n Uniform Fire C ode(OUfC) O GUSSET R __ 1 1997 UHC Std 9 1 Own sponMlwg) 1 1997 UFC SIA 1(12(fire Alarms) T = SEE SCHED. YIELD LINE PLAN RLViEW APPROVAL DOES NOT AUTHORIZF Q r� ca z CONSIRUCTION TO PROCEED IN VIOLATION (F cc Q < TYP. }- FEDERAL,STATE,OR LOCAL REGULATIONS.Wp?()()f 3 LU 1/4 h30O. 17 RELIEVE DESIGNER FROM ANY LIABILITY OR J � � /p //nn RESPONSIBILITY. Z CD F— ADDED STIFF.R3/ x4 I = / \ n- Bc �.� LIJ U 8 u1 5 DATE 67 W ®GONG. SIDE �,i - cU) 1 CLA!R CO%�,, A,f4Y, INC. �j cc cc SEE NOTE#1 &.SCHED. _ Ld ` z W SEE SCHED. \� cT z W Q >Q c� 4 5 T.O.SLAB I 1 o S.O.G. ELEV. SEE FRAME ELEV. 5 (� o CD w rn ~ z RFI 24 Z w oX j'Soz ®RFI 24 (� Q � a N tZ T T.0.FTG. - T.O.FTG. �_ o Ln - W F o m I i i 20 I „ ,B, HK. BAR i #6012 o.c. T&B TYP. VIEW- A #4. TIE®4"o.c,- SEE SCHED. 2'-6" - - 5,-C 6 ADDED S1IFF.R•j/8x4-_ (4 SET TOTAL) k - - r ®COL. SIDE f, issue date: 12 September 7.003 . #8012"o.c. T&6 job number: ND431.00 BRACE SEE FRAME FLEV. COL. SEE FRAME ELEV. revisions: /� 09-7.5-03 I _ GUSSET PLATE SCHEDULE BASE CONDITION)_—__— 8" MIN. GUSSET PLATE SCHEDULE BASE CONDITION _ _ I FRAME GIJSSs TYP, 8" 8" " MARK T A B WELD SIZE L ADDED STIFF.R3/ x4 MARK T 'A' 'B' WELD SIZE L�� ADDED STIFF.R3/ x4 - ' rr lam; A2 /2 3'-T 1 -10 /• 1 i OCONC. SIDE - Al /2 X-0" 1 -10 / 11 ®CONC. SIDE a A3 /2 l'-6!l 1 -oil - /16 7.1 ---NONE 'bo 1 0 A.B. (6 TOTAL PER COL.) A3 /2 01 1 -G 1 --0lf / 7 NONE ! T.O.SIAB -- - - -- �' A4 /2' 2'--0" 1'-2" ^5/� T OCONC. SIDE- - _ -_ - ASTM F1554 GO 55 A4 /2' 2'-0" l'-2" / 7" ®CONC. SIDE - w 5 _. b (A A5 /2' 1'—T 1'--0" / 7" NONE to A5 /" V-7 1'-0" / 7" NONE I I ,- -- ----5 L6 _ .-- [V I �)1 �`_�-- < TYP. 2„ - A6 /2 2 5 / 1 -5 / 7 OCONC. SIDE_ 5/16 A6 /2 2'-5 /" 1'-5" / 7" OCONC. SIX _A7 /2 1 10 l'-4!' _ /�6 11 _NONE 1 A7 /2 1 10 1 4 '/ 11" NONE A8 /2' 1'-10" 1'-1" '/ 7" ®CONC. SIDE R /2x3SQ. WAS TYP. _� 3 SIDES 1 " A8 /2' 1'-10" 1'-1" / 7" OCONC. SIDE BRACED FRAME 7 ,b - - - --�-1�- - --- /4 (J BASER 11/2" TYP. n „ ,- " " - 7 ! I A9 /2' 1'-6" 1'-1" ---- /� 7" _NONE A-! A9 /2 1 -6 1 1 _ /lam_ 7 NONE DUAI!S i I PLAN VIEW SECTOR A NOTE: 2'-6° 'B' 1. INSTALL ADDED STIFFENER PLATE ON CONCRETE SIDE OR COLUMN SIDE OF GUSSETR NOTE: SEE SCHED. 1. INSTALL ADDED STIFFENER PLATE ON CONCRETE SIDE OR COLUMN SIDE OF GUSSETR file name: 431S302A � DETAIL ABOVE. SHOW CASE OF COLUMN SIDE, SEE SCHED. FOR REQUIREMENT -----_ DETAIL ABOVE SHOW CASE OF CONCRETE SIDE, SEE SCHED. FOR REQUIREMENT 2_. SEE 1/- FOR INFORMATION NOT NOTFG CONC. FTG. (REINF. SEE DETAIL 1/--) q BRACH) FRAME BASE DETAIL 8c SCHEDULE BRACED f-RAME BASS DETAIL_ �c SCHEDULE _ S302A S3.2A 3/49#=1 -o S3.2A 10"0 S%V I.INC01.N STREET 3/4 =1 '-Of' ) 1-10.1-010443 90 80 70 60 50 40 30 20 SC 11001. 45-59 8 NOTICE: IF THE PRINT OR TYPE ON ANY 1 f1 I I( III I h�I I I I III III I I t I I III III I I III III III III III III III I I III III III III III III III I�jI I I I III I I I I III III III I I III III I I I�I�I I I I I`I I1 I I I I III�11'i� IMAGE IS NOT AS CLEAR AS THIS NOTICE, � !1 ivii i •,T(, 1 L I .).()O 5 --- - l IT IS DUE TO THE QUALITY OF THE _ Nu.7e ORIGINAL DOCUMENT - - -- - - - ��aS B�Z LZ 9Z II �Z II �►Z S�, II Z LZ ! 8�t Bi LI III 9�T 4t 6T ST 7�T [T ZZ 8 it rL �9 IIIIIIIIII�II�IIIIIIiII�IIII Illi.Illl�llllllllllllllllllllllll�llllllllllll�lll�lllllllll IIII llll�lllllllll IIII Illl�llll�lilllJlll ILII IIII�II11 1111111 V1 1:1 ll! IIIlllllllll�lll�lill Illllliii�lll�llll II1111111WUll111�t1�,11111111111�.11J IIIIiN11 •r n,_. 1 ' b R t.. 90 80 70 60 50 40 3G 20 10 0 _ $ `n N C`') r` CP GUSSET PLATE SCHEDULE BASE CONDITION _ __ a' -COL. CONT. FRAME T GUSSET - ; N STIFF.It -'� WHERE OCCURS MARK T 'A'� ,- '�B' WE-_LD_SIZE L ADDED STIFF.R3/ x4 U @GUSSETR&BEAM , cn B2 /2 1 -7 1 2 - -'/16- 7 -_ ®BEAM SIDE - z i B.S. ; ,8, 83 /2' 1' -5" _ 1'-4t/" -_/tE -_ 11° -®BEAM SIDE a - - - o ADD 3 BOLTS ®2ND ROW TYP, 84 /2' 11-3 1'-7" 5/16 11" @CCL. SIDE a 'S/g STIFF.R W14x22 BOD SEE FRAME ELEV. �� 1 --- - ---- �, i BOD SEE FRAME ELEV. - B5-1 /" 1'-11/" " / 7" ®BEAM SIDE z ®GUSSETR&BEAM ,- _ -- 80D SEE FRAME ELEV. B.S. W14x22 1 Y I � �� � �, � 65-2 /2 1 1 / 1 10 / 1' ®COL. SIDE �.� _4 /2 - _. _ o b 87 /2 i' I 1 1 4 7 ®BEAM SIDE `- _�' 2' 31 �I - �- B9 2'--5 /" 1' -9" / 1„ ®BEAM SIDE _ o 16 5 /8, _ �\ I - B11 /" 10 /„ 12" �� T NONE X u' V SEE SCHED. - -- --- �� IYP. 3/16 � - GUSSETR 1/?' a � CN \ _ _ 1 1 TYP./3/16 - GUSSETRI/2' - - _, e, TYP. 5/ -�{TYP. �-{ /, 7; TYP. t 16 5/16 L NOTE: o , � , 1. INSTALL ADDED STIFFENER PLATE ON BEAM SIDE OR COLUMN SIDE OF GUSSETS DETAIL ABOVE SHOW CASE OF COLUMN SIDE, SEL SCHED. FOR REQUIREMENT TS4x4x1/4 3 2. SEE 1/- FOR INFORMATION NOT NOTED TS4x4x1/ BRACE I-- ADDED STIFF.R /8x4 4 @BEAM SIDE BRACE SEE NOTE#1 &SCHED. D2OBRACED FRAME DETAIL _16 BRACED FRAME DETAIL 4 BRACED FRAME DETAIL & SCHEDULE BF-B1 3/400=1 '-0"- S3.2B BF-B8---- -- 3/4„=1 '-p„ S3I RUCTUR44 BRACE SEE _ - --- -_ - ,iialN 2 FRAME ELEV. GUSSET PI ATE SCHEDULE BASE CONDITION - 00S'.)ETCONDITION_ 2 rRt \ � _- _ - -__- _ G1!.,�ET PLATE SCHEDULE BASE - FRAME GUSSET FRAME GUSSET�� � MARK T 'A' 'B' WELD SIZE L ADDED STIFF.R3/�x4 MARK T 'A' _ 'B' WELD SIZE L_ ADDED STIFF.R-3/ 4 FRAME COL. B5 /” 1 1 1 10 / 7 ®COL. SIDE „k�r:1rN 2 216L_ 1 COL. CONT. 82 /2' 1 -7 1 2 / 7" _®BEAM SILL �`OyLeD�GPy SEE FRAME ELEV. - „ �, -5 c 1 r� „ - „ _--- - ___ TYP, 86 /2 1 -7 - 1 -3 /16 - 7 ®BEAM SIDE -- ADD 3 BOLTS ®2ND ROW IYP. , WHERE OCCURS B3 / 1 -5 1,-4" / ' 11„ - @COL. SIDE 16 L - 2 1,z 5/ 3 B11 /2' 1'-3" 10° 5/ts T NONE FRAME BEAM 'B' 84 /2, 1, 3 /" 1 / /1�-- 11 —NONE y�iH�Ti,N_o�rE e- jo-o @BEAM SIDE R /gx4 SEE FRAME ELEV i BOD SEE FRAME ELEV. 85-1 /2' 1'-_I - 1'-0" _ 1/ - 7" @BEAM SIDE - SEE NOTE#1 &SCHED. - --- -- 85-2 /2' 1'--2" 1'-11" / ®COL. SIDE I - _ o „ , a SEE SCHED. ° 86 /2 1 10 /� 11-3 - _ 5/ /' ®BEAM SIDE i 00 B11 /2' !� /2' 1'-0° -- /t6 %' NONE - HOD SEE FRAME ELEV. -�� -`-�� a a � ! o ADDED @B AM TIF .T-%x4 o W ° NOTE: SEE NOTE#1 &SCHED. t z v f d 1. INSTALL ADDED STIFFENER PLATE ON BEAM SIDE OR COLUMN SIDE OF GUSSETR I NOTE: 3 z 3 FRAME COL. `A F ° DETAIL ABOVE SHOW CASE OF BEAM SIDE, SEE SCHED. FOR REQUIREMENT _ 1. INSTALL ADDED STIFFENER PLATE ON BEAM SIDE OR COLUMN SIDE OF GUSSETR z v) TYP SEE FRAME ELEV. W - - _ 5/16 L DETAIL ABOVE SHOW CASE OF BEAM SIDE, SEE SCHED. FOR REQUIREMENT -8,= 2. SEE 1/- FOR INFORMATION NOT NOTED 2. SEE 1/- FOR INFORMATION NOT NOTED Z t7 � I� W21 X50 @ B6 SHOWN -- _ ----- _ Z in u W >� �sEE SCHED. 3 BRACED FRAME DETAIL 8c S C H E D U L E 11 BRACED FRAME DETAIL_ ��C SCHEDULE - — -- - -_-- _-- _---- - BRACE SEE S3.2B ,� _ ,- 't'' S3.2B _ 3/4!'=l -O" FRAME ELEV. 3/4 -1 0 4 ® OL. SIDE T3/gx4 _--� _ _ GUSSET PLATE SCHEDULE BASE CONDITION - -_--__ // - COL. SEE FRAME ELEV. 4 J) M \ SEE NC FE#1 �cSCHED. FRAME -GUSSETT. 3 \ �\ c. �\ MARK T 'A'- 'B' WELD SIZE L ADDED STIFF.R / x4 Q �i S SEE SCHED. " B5 /2' 1'--2" - 1'- i 1" / 7' @C O— BRACE SEE FRAME ELEV. - N OL SIDE I PLAN REVIEW APPROVAL `'�'� � B 1 1 /2' 1'--2 /;, 10" 5/ 7" NONE �� _ COMPLIANCE WITH APPLICABLE PORTIONS U z w - - - -- a C�`? 5 L TYP. 1999 c�,"ym M.a sn"i Spatial Coes coMSca '- 1938 O,ego"S1n,Ch,/a)Spaaalty Code(OSSC) TYP. t 6 2000 Orego"Eleccncal 5paualty�COda(OESQ' — L ?M omgon L O /i s UJ z - FRAME COL. GUSSETR \ Ie�g7°UBCSid91 U pr"(ouFci SEE FRAME ELEV. _ 1 APPROVAL DOES NOT AUTHORIZE U o z T - SEC SCHED. u 1997 UFc Std 10-2(bre aiarmsl � YIELD LINEcc � PLAN REVIEW _ = ED IN VIOLATION OF < TMP j--- �_ 1 EDECONSRAL.STATEE.ORLOCALRETRUCTION TO E(,�JIATIONS•NOR DOES Q Q w cc BRACE SEE 1/4 30,0• 17 RELIEVE DESIGNER FROM ANY LABILITY ON � hh RESPONSIBILITY FRAME ELEV. Q 3 �p~ w I DATE. o a 3 W 80D SEE FRAME ELEV. ADDED STIFF•R /gx4 - �,\ i � r''' � � � L-) w @CONC. SIDE J` Q 0 CLAIR COMPANY INC. � � � --- ------- o I SEE NO T Esc 1 &SCHED \\`\ � z U.J z c~i) Q Q c� �► °1 ! SEE SCHED. \ _ 5 LU = w 5 ° e V) -- - -- __ T.0•SL AB 1 0 S.U.G. ELEV. SEE FRAME ELEV.Of C=) a FRAME BEAM '8, NO TE:SEE FRAME ELEV. - 1. INSTALL ADDED STIFFENER PLATE ON BEAM SIDE OR COLUMN SIDE OF GUSSETR o A OF COLUMN SIDE SEE SCHED. FOR REQUIREMENT `oo z !�1 RFI 24 �j z 8 RFI 24 r' a � n D�1AIL ABOVE SHOW CASE 04 T.O.FTG. N c� Ln CD ADD 3 BOLTS @2ND ROW TYP. T.O.FTG_ - -� Ln 2. SEE 1/- FOR INFORMATION NOT NOTED W o m • • • I I '- - - -- -- � o I ('10 BRACED FLAME DETAIL 8c SCHEDULE=_ — ---- - HK. BAR " #6012"o.c. T&B ,gr TYP. 1 f 2 -6 VIEW A SEE SCHED. 2'--6" #4 TIE@4"o.c. 3 (4 SET TOTAL) A 6 issue date: 12 September 200 6 ADDED STIFF.R_ /gx4 ---- 1 DCOL. SIDE #8012"o.c. T&8 job number: ND431.00 1 - BRACE SEE FRAME ELEV. -�--_ GUSSET PLATE SCHEDULE BASE CONDITION _- . SEE FRAME ELEV. � GUSSET . revisions: � 09-25-03 COL. FRAME MARK T 'A' 'D' WELD SIZE L ADDED-STIFF.R_3/x4 „ ---- - -- - -- --- - 8 MIN. GUSSET PLATE SCHEDULE BASE CONDITION_ B1 /" 1' 11 1' -1 ' �/ 7" @CONC. SIDE - - -- - - -- 2_ -_ __- - -- � 1YP.�---� 8" 8" 2" FRAME GUSSET ' B2 /2. 2'-1" 1'--2" - - /l_ 7" -@CONC. SIDE N �' �'�' MARK T '.4�� 'B'-_ WELD SIZE L ADDED STIFF��3/gx4 -T " n , o J B3 /1 l'-10 1 - 3 / liltNONE __ I B1 /2 1 -10 / 1 -1 /1.6 7 @CONC. SIDE Q iT , „ ,� -5 " - `ao 1"0 A B. (6 TOTAL PER COL.) B2 �" 2,-1" 1'-2" % 7" @GONG. SIDE T.O.SLAB _ B4 /2 1 1 1 1 -8 / 1 'I @COL. SIDE 2 �.- ASTM F1554 GD 55 „ „ _ - _ 7 _NONE __ B3 /2 1 -10 / 1 -3 /1�- " NONE ��i x s ~ / RFI 24 i i 88 /" 2'-2" 1'-3 5/ 7" @CONC. SIDE Ga' _� TYP. 84 /2' 1'-11" 1'-8" - / 11" @COL. SIDE _ w oo z - 2 ----- - 16 —_ 5/16 T.0.FTG. 1 11' - \ B5 /z' 1' 7" 1'-0" - 7" - NONE j R1/2x3SQ. WASHER TYP. B7 /2' 2'-41/," 1'-4" -- - / /" @CONC. SIDE 7 /V -v-� 3 SIDES �. BASER 1 1/2' TYP. B8 /2" 2,--2" _ 1 i-3'; - / 7° _ @CONC. SIDE , BRACED FRAME rb I B9 /2 2 -10 1 -9 / 11 @GONG. SIDE DETAILS — _._ —. ---- -- SECTOR B PLAN VIEW NOTE: , -- - NOTE: --- -g SEE SCHED. 1• INSTALL ADDED STIFFENER PLATE ON CONCRETE SIDE OR COLUMN SIDE OF GUSSETR 1. INSTALL ADDED STIFFENER PLATE ON CONCRETE SIDE OR COLUMN SIDE OF GUSSETR file name: 431S302© DETAIL ABOVE SHOW CASE OF COLUMN SIDE, SEE SCHED. FOR REQUIREMENT i DETAIL ABOVE SHOW CASE OF CONCRETE SIDE, SEE SCHED. FOR REQUIREMENT i 2.. SEE 1/-- FOR INFORMATION NOT NOTE=D 1. ' CONC. FTG. (REINF. SEE DETAIL 1/-) BRACED FNAML_. HASL DETAIL & SCHEDULE 1 BRACED FRAME LASE DETAIL 8c SCJHEDULE S3.2R 3/4"=1 '-0" S3.2B 10350 SW LINCOLN STREET 3/4" =1 '-0" S302B - nurzoo3-o0.ta► j90 b0 70 60 50 40 30 20 NEW SCHOOL 41i-59 10 8 ;TJ :"y� - ,Jjyxyo?W.iPF+•Hltbf-v+en.,- - NOTICE. IF THE PRINT OR TYPE ON ANY 1 I I t III IIII I III III I I I I i III III I I III III I I f I I I I IIIIIII I I I I I I I I 1 III I I III III I l I I III I I! III III I I I I I I I III I I I I I I III III I I III III IIT I l l III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I I ( I � I —I > I I L I I �L I _ I �_ I_� I I I I �l I �I � —d ���" � �I �oO IT IS DUE TO THE QUALITY OF THE No 7e Jb-=2. tJ"- - ORIGINAL DOCUMENT �L 9�7, LS � LiLG �8i9��i �LTS1TiliI 9EL�9G IIIIIIIIII IIII -IIIIIIIII�I!II IIII IIII IIII�IIIII!III�IIIIIIIII�IIIIIIIII II!III ►III�IIIIIIIII�IIIIIIIII,!I!IIIIIIIIII IIIIIIIll111L1�IL11:U1J1WllLl1ll1 LLLl1TI�NII► ill FY 90 80 70 60 50 40 30 20 10 0 o `D r`4 M (T � O Q CD N W Cr N O ch 17A, 18A E g CI; Z . zo 52'-8" Q CC LL o - o ----- 82'- " 10'--�-- ® � C ® ,�_- _------ 32'.-0" --- -- - �_� _0 T 17'-O" 5'-3" 5'-1" 5'-8" 5'-s I :>Q v 870 PLF Lu `N -Lu-- Lu Lu I -- -- - J TOTAL LOAD = 375 Of _ TOTAL LOAD = 505 PLF - _ - - (n s TOTAL LOAD 430 PLF I LIVE LOAD 200 plf o LIVE LOAD = 300 PLF qr LIVE LOAD = 250 PLF 2KY- SLOPE y 2K N I- ---------- - _- - -- -- so -10-- C1.3 N Oil i6.Ok _ ��(2) L4x4xl/4 5 1 9 10 11 - -- - �\ ��- 56.4 56.4 S6.4 56.4 56.4 I E66 S t v ^� 8.5k 6.5k 2 3 17 15 c2 17 S6.0 S6.0 S6,0 56.6 16.0 S1.0 3 3S1.1 i 1000 Lb. LOAD 36" MAX. FROM ANY (2) PANEL POINTS jNOTE: JOIST ,17A TOP CHORD SHALL BE DESIGNED FOR UNBRACED LENGTHS (Lu) AS SHOWN. d - O J T - J S�RUCTURq< .. 14 I__ H SERIES JOIST - J1 1 rl LH SERIES JOIST J9 9A - t _ K SERIES J _ _ -- - ---- -- -------- S 3.3 1/811=1 ,-o" S 3.3 1/8'._ 1 �-o" , ,N,�'�� y S3.3 - 2 �z, 2 Q� (lttEl:UN EB EXPIRATION DATE 6-30-OB ,gg) + X 2 T 5r-s" R - - _ - J IMI L < 28'-d' 2s'-1 Z Cr h U TOTAL LOAD 430 PLF TOTAL LOAD = 415 If LOAD 375 If 0 LU - --- -- LIVE LOAD 250 PLF ____-- -- - w-LIVE LOAD = 225 pl�- i l TOTAL LOAD 20 pl -_- Z U t- < Z _ _ _ _ 1 in Ste._-.---- �..�.� to SLOPE \ tri + 2K 3 Z v� Q\ r/! W R 1 1 10 -9 ! 1 Z y �\ 6.5k S6.4 56,4 4 56,4 S6.4 56.4 S6 z a O W 6.5k i I 2 3 1000 Lb. LOAD 2 3 56.0 56.0 ! 36" MAX. FROM ANY 56.0 56.0 (2) PANEL POINTS LH SERIES JOIST -- J8 _ 7 K SERIES JOIST - J5 3 K SE=RIES JOIST - J1 1/8"=1 '-0" 53.3 1/8"=1 -o" .J O „k 4 O N __3r m rn C/) z E D C B �� oE ► B C/) C5 M w z 52'-8" 52'-8" 10 9 f - - - - ct CD_ C:)s - ------- - --,r 1 F a z D ® X I S REFERENCE DIMENSION , p Q w 5'_3" 5'-e" 15'-8" 5'-3" _ DRIFT LOAD -' Lo m - / ( M ! DIMENSION - Q Lu Lu Lu Lu DEAD LOAD = 18C PI F __--- �/--- - ---� _- - -- 28'-3" - (NOW DRIFT R ) U I - -- WHERE OCCURS � = w � LIVE LOAD = 250 F'LF TOTAL LOAD 345 PLF DRIFT LOA MINMAX�pi f ( - -� W w - i f I I I - -----�------t--- LIVE LOAD =_200 PLF ( I ------- I ly � 1 ---___ - TOTAL LOAD s f l _UNIFORM TOTAL LLOAAD- eifl_ Q - LIVE -LOAD---_a �- URTF't31�F�E `OAD gyp") t t W < = w -_� F- C 7 5 NOMINAL SLOPE ccF- p�j Q SLOPE in2K� SEISMIC/WIND LOADS - - - /. L" C21 ;�- U Lr) _ \ / 8.5k ~ �.� ,� 8.5k �` - ` \\�� / AXIALLOAD \- �L- Z C/ N c� 8.5k i _ _ - Cn 12 9 1 15 19 X POINT LOAD LIVE LOAD Ibs� W O _ � POINT LOAD TOTAL LOAD lbs 15 1 1 1 17 S6.4 S6.4 S6.4 S6.4 56.4 SX.X oX X N 56.0 56.0 11 17 -pQT LOAD S6.0 56.0 DIMENSION 56,0 56,0 ��- , I POINT LOAD LIVE LOAD = 4500 LBS OAD CASE #1 ([NOTE-. JOIST J7A TOP CHORD SHALL. BE DESIGNED FOR UNBRACED LENGTHS (Lu) AS SHOWN. JOIST LOAD 1 o LH SERIES JOIST - J 7 J7A 6 _______K SERIES JOIST - J4 2 DIAGRAM DESCRIPTION E D C B S3.3 _ 1/8"-1 '-0" 53.3 1/S"_1 '-0" S3.3 1/a' =1 '-0" 10,_g" to'-s" 6 issue date: 17. September 2003 STEEL JOIST MOTES w 52'-e" job number: ND431.00 i ---_- - -- 1. JOIST MANUFACTURER SHALL DESIGN JOISTS FOR THE LOADINGS SHOWN IN THESE Db�GRAMS, PER STEEL JOIST INSTITUTE SPECS AND 1998 OSSC. revisions: 08-18-03 E 2_. ALL JOISTS F HALL. BE DESIGNED TO SUPPORT A SINGLE POINT LOAD OF E B 200 APPLIED WITHIN 6" OF ANY PANEL POINT INgQQfTIUN rQ THE FURCU'APLIANGEV. iHi.r^L,rJ,,, MBF 09-25-03 ' LIVE LOAD a 185 PLF LOADS SHOWN ON THE DIAGRAMS. 1998 Urn9pn Structural Sneualty cmc 1101101999 Orxgon Mechanical Spec,al Culp((It ji. F, Z 3. ALL JOISTS SHALL 9E DESIGNED TO SUPPORT A UNIFORM 2000 Orogon Plumbing Specialty Coee ICI �C) 52'-B" 20M Orp n DEAD LOAD OF 6psf FROM THE BOTTOM CHORD. THIS LOAD MAY BEA S. 199N 07 '1On U�orm Fuc Ccxfe(OUFC,�ESC) I L PORTION OF THE UNIFORM DEAD LOAD SHOWN ON THE JOIST OI T DIAGRAMS PLAN REVIEW 1997 Iftrl .pr,ikIpj DEAD LOAD = 180 PLF fl - I i 4. SLOPES SHOWN ARE NOMINAL SLOPES. REFER TO LAAPPROVAL DOES NOT AUTHORIZE LIVE LOAD = 250 PLF 32'-0" TO DETERMINE EXACT ROOF SLOPES. ALL JOISTS TO BE FABRICATED CONSTFIUCTION TO PROCEED IN VIOLATION OF WI11I SLOPED HEARING SEATS. FEDI_FZAL,STATE.OR LOCAL REGI ILATIONS.NOR DOE S IT RELIEVE DESIGNER FROM ANY LIABILITY OR - ---- -- - - 5. ALL JOISTS SHALL BE WELDED TO SUPPORTS RESPONSIBILITY. TOTAL LOAD - 345 P a) FOR 'Y.-SERIES' JOIST - - - 1/B" x 2" FILLET EACH SIDE -- _ _ __--_ -__. _ _ b) FOR 'LH-SERIES' JOIST --- 1/4" x 3" FILLET EACH SIDE Rv -'__ DATE 8'3 / --_--- LIVE LOAD = 200 l lCLAIR COMrANY, INC. / / ---�-TOTE LO 0= p0 PI 1 -.J \ - - -- - 6. ALL JOISTS SHALL BE DESIGNED FOR UNBALANCED SNOW LOADING. I 6.5k ' _._ �/ 6.5k I fn SLOPE 2K p. /1 I 7. ALL JOISTS SHALL 8E DESIGNED FOR 15 yf MINIMUM WIND 11PLIF� LOADING. 1 STEEL JOIST 7 _---- - - - - - - . 2K - ELEVATIONS 8. ATTACHMENT OF MISCELLANCOUS ITEMS 10 STEEL JOISTS SHALL HAVE APPROVAL OF PROJC:.T ENGINEER. 5 1 9 10 11 9. ALL JOIST DEPTH DIMENSIONS ARE OUT TO OUT OF CHORD. 8.5k 6.5k S6.4 S6.456.4 4 S6.4 -- HORIZONTAL BRIDGING AND/OR X--BRID',ING. DESIGNED AND FURNISHED LOAD CASE #2 - 56, BY JOIST MANUFACTURER PER STEEL JOIST INSTITUTE AND OSHA REQUIREMENTS. 10. -- file name: 491 S400 ;'11. JOIST MANUFACTURER TO SPECIFY BEARING LENGTH TOLERANCES FOR EACH JOIST 12. JOISTS SHALL BE DESIGNED 10 TRANSFER LATERAL LOADS SHOY;N FROM OQ BEARING SJRFACE TO TOP CHORD OF JOIST. NOTE: DESIGN MUST SATISFY LOAD CASE #1 & #2 13. ALL JOISTS SHALL BE ERECTED PER CURRENT OSHA REQUIREMENTS. -- J 1 0 9� LH SERIES JOIST -- _J6 ___ -_- �� __ K SERIES JOIST --J3 _ �� �\T 13 LH SERIES JOIST _ __-- _ _ - _ _1 � + EEL J �� .� � _NOTES - S3 , 3 S 3.3 1/8"=1 '-0" C " " � 1 /s"=i•-�" II►35o tip', I.IVco,t.N srat;.F�r 53.3 - - I/sr'=1 -Ci' 53.3 1/8 =1 -0 S3.,. 13UP20111-01111413 tf� 5040 30 20 10 NEN ' SC11001. 47-59 8 aj 90 80 10 60 •.�:acsausraar9tltaa..........,.-,.,.,�...,..:,-.,,.+'wrwr.,,,,,,,,.,,,,.,. -.:.,...-..... ,......M..."..."��w'r -. ysM� w,e.e'»- _..�.nM' �--I-II --II-I I1111I-III�III I,_I I I_H�- �i--l III�I II 1I IIII I_t i l�III II l_1 .I l I IIII IIII I I�I II_II I II-I-I-I-I I-III III_1III�III 1 I„�I III IIII SIII I(�I IL I-I-I IIII SIII I1 _.I-..__I�I- III I-IIII 11 1 1 1-1 111 III Iii NO TICE: IF THE PRINT OR TYPE ON ANY I V 13 �0O 5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 41 6No 3e r„ IT IS DUE TO THE QUALIFY OF THE ORIGINAL DOCUMENT Ill llllllllllllllll llll�llllllllllllll�IIII I►II IIIIIIIII`IIIIIIIII IIII IIII ilIIIIIII�IIIIIIIII IIII IIII IIII IIII�IIII IIII IIII Ilil�lllllllll IIII lilt IIII IIII IIII IIII�IIII III!�IIII�++IlllLlllllllll�lllllllll�llllllllllllll a llllll lllllllL 9 lllllWllllllWllllllllllillll,�►I��N�� a J. f' 3 H �0 80 70 60 50 40 30 7U 10 (1 ' � Q : o •w lu N = N s -_- 6' ---- -- f ---- ----- ---- . -- TYPICAL VERIFY z Q All, #4 V 024o.c. � r 4" GONG. RAMP g - - B" CMU WALL g a i In a T g I lU M CMU WALL z i _--8" CONC. WALL 8" CONC, WAI L " o I (2) #4 IN BOND BEAM r, (2) 4 IN BUND BEAM /�� w/ #4 012"o.c. HORIZ. r��� w/ #4 012"c, c. HORII. #4 016"o c. VERT. T i -- #4 X16"0.:. 11 Il r. - N M 10 '-0" 102'-0" ` 102'-0" -- --- - �- �' �% 102'_-0"�.._ / ,f� 5 / 5 1 2'r , 1 2" - --- - - - - r� 1 _ 4' CONC SLAB i 4" CONC. b T n o (2) 4 CONT. 8 CONC. WALL _- (2) X14 CONT Lr, k} 4" 4" SEE 8/- - 1 2) 4 CONT (2) X15 CONT. (2) 4 CONT. '—(2) 4 CONT. �� V b 8.. CONC. WALL b 10 '-0" T 100'-Q,.e 4" 100' 0"� - �- - - X100'- 1 — _ _ M I w/ 4 ®12"a.c. H & V. d to -- �- 8"� }Ip - --- - b � J r ---- (2) #5 CONT r 4p I I '2 -0" -- �. (3) #5 CONT. r (3) 5 CONT. BRACED FRAME FOOTING'- b - v v SEE 9/53.1C7 FOOTING BEYOND I #4 012"o.c. LA WAY TOP & BOT --ALT. HOOKS ALF. HOOKS r S' � 20 ELEVATOR PIT DETAIL 16 E= LEVATOR P T DET ), L_ 12 FOOTING DETAIL 8 FOOTING DETAIL_. 4 CONCRE RAMP DETAIL wAUCTUN - -------- _ -- - - --- --- -- - -- - -- - -- - - - --- S4.0 1/2" 1'-0" S4.0 1/2"- 1 '—oro S4.0 112'0-1 '-0" S4.0 1/2'1 = 1 —0" S4.0 1/2 1 '--0" r 2 �a�� D�Fr owtaory 9'�orL -----EDGE OF SLAB ECGE OF SLAB EXPIRATIgN DAfF6-30-Q5 (2) #4 CORNER BARS < (2) #4 CORNER BARS t 24 z } 4" CONC. SOC ~ /J --- (2) #4 CONT. Al SLAB JOINT TYP. u i a EDGE OF SLAB I 100'-Cr0" 0 1 TYP • t ♦ • ♦ _ - �' , Z U 3 GRID - - ---- - `l GRID ---i— 3 EDGE OF SLAB _�-4 b LAP" • IZ SLAB JOINT 1---. _L-._— -_- ' � W z Z (2) 04 EDGE BARS TYP. (2) #5 CONT. Z Q O w 1110 asQ EDGE COLUMN CORNER EDGE COLUMN 3 INTERIOR 0 0 T I N G S 4.U ---- - 3/4„=1 ,-Orr - -- ------ ____ 4 - 4 O M GRID GRID G N m GRID 1'--5" 1'-5" M CM N � V o z w FC. GYP SHEATHING 5" FC. GYP SHEATHING �5" z O � LrD 1/-6" STEEL STUDS I 6" STEEL STUDS W/ 5/8" GYP SHEATHING w/ 5/8" GYP SHEATHING V 0 GRID 1/2- CHAMFER AT WINDOW 1/2" CHAMFER AT G STEEL TRACK SILL PLATE - LOCATIONS SEE ARCH. DWG'S. STEEL 1ROCK SILL PLATE — --� MASONRY TYPE A 0 Z _-----(2) �J4 CORNER BARS� Z. w/ 5/8"0 EXP ANCHOR., ®4'-0"o.c. � w/ 5/8"h EXP ANCHORS ®4 .c^ I � /,\ � � Q w ANCHORS ( 1 TYP. r 1'-5" -(2� #4 CORNER BARS 1�02'�0" I___ X102'-0" _ - i -- n C> � z4' EXTERIOR CONC. WALL T.O.W. T.O.W. �- p ~ I-_ �24" 3'-6" MAX, BLOCKOUT r� �,j.J = w #4 VERT. 012"o.c. E.F. #4 VERT. 012"o.c. E.F. U p #4 HORIZ. 015"o.c. E.F. #d HORIZ. A15"o.c. E.F. z GRID 5 e• • a 1 1 1/2" CONC. WALL 1 1 1/2" CONC. WALL LU 1 Q M -- I — GRID - - --- I \ v, - - --- (2) #4 CONT. A7 -ter T - X100 0" U • • EDGE OF SLAB a 10" AT SIM. 10" AT SIM. Q F- w _� -__ — - - T�T SLAB JOINT TYP. b; BRACED FRAME FOOTING - '-rtr b w C _ F - � Q SEE 9/S3.1 C I /' Q rL/ EDGE OF SLAB GRID Cl- (2) #4 EDGE BARS- ��� Q f� � �.,. __ - (4) �5 CONT, _ N C7 In ROUGHEN SURFACE !17 L-J, 4 VERT. EACH SIDE T— b W ~ Com! Cn OF BLOCKOUT � �� NOTE_ --- - '- INCREASE OUT SIZE I AS REQUIRED Al BRACED PLAN FRAME OR NON-FRAME I FRAME COLUMNS. COLUMN BASEPLATE INTERIOR QQ t!MN COF2�F€.RIDGE COLUMN rl8 COLUMN BLOCKOUT DETAILS 10 BLOCKOUT AT F=XTER OR WALL 6 EXTERIOR WALL 2 EXTER OR `C' + Vy'iiHAFPLICA�.LEPORTIONSOF I Pik p ' ,/ --------._._— --__ __ --._— -------- — r r, -- ----- --- -- ------ J -- —_ n ' " — —...----- — ?NOW Orr pn P 4q Oruqw Mechanical ng Specialty e Specialty C c" (OVSC)� S4.0 1/2 =1 —o S4.0 3/401=1 -0 4.0 3/4 =1 —0 S4.0 3/4!'=l'—Y' 2000 Crown Ek!ctncal Specialty Cod@-(OESC) 6 194140," n Uniform Fre Code(OUFC) 6 issue date: 12 September 2003 19g7 UHC Std 9 1(fire aprmklan) TS COL 1997 UFC SO 10.2(fire alatms) job number: ND431.00 GRID ITS + 3" GRID' PLAN REVIEW APPROVAL DOES NOT AUTHORIZE I 8" 8" GRID GRID f DfRACONSTLSTATE.ORLOCALREGULATIONSUCTION TO PROCEED IN .NNOHDOES revisions: �� Oh 18-03 Z COL. k FTG. 2" TYP. - TION Of 2" TYP. % COL. & FTG. tl RELIEVE DESIGNER FROM ANY LIABILITY OR =5" RESPONSIBILITY. ( _ I C 1' s" AT 515 11V r L—DATE � 3p Ica 41 41 FC. GYP SH EATH G CL.AIR COMPi,NY, INC. 1C14 a- B T WB STEEL COLUMN - M T�•� V 6 F/ 3 1 2" 'to I 6" STEEL STUDS A 0 * W8 STEEL COLUMN r SEE BASEPLATE DETAIL WINDOW OR DOOR I w/ 5/8" GYP SHEATHING M T ON 17/- SEE ARCH. h / STEEL TRACK SILL PATE --•— ' N 1x16x1'-4' BASF PLATE 1' BASE PLATE — 3Ox.30 w/ (4) 3/4'0 ANCHOR BOLTS w/ (4) 3/4'0 ANCHOR BOLTS w/ 5/R"0 EXP ANCHORS 04'-0"o.c. BI_OCKOUT (MIN.) T BLOCK OUT - NON-SHRINK GROUT - WF COLUMN MASONRY TYPE AT 4" CONC. SLAB h `NON-SHRINK GROUT 15' MIN. 4" CONC. S.O.G. -� II / BAS PLATE D�I�IL SEE ARCH.CONC. - -N- L'1ao'-o"® 100' o" 100'-0" I A - -- - n FOUNDATION 7 _ 2 too'-o" —� ---------- -- - ------ --� e�-- _ h -- - - -_ _ DETAILS k-- ---- - - --- - - -- - FOOTING SCHEDULE _ 1 �, ------ • ------ --- b _J _ SIZE_ DEPTH REINF._EAC_H WAY 1 _ __ o b 3'-0" SQ. -15"-�__- (4) {�4 I (2) #4 CONT. 1 - 1 ! w — - -- — 4 X0 - — SO. 1B" (7) #4 _--.. �= #4 VERTICAL ®16°o.c.� w e'-0" SQ. 18" (e) FY5 0 N file name. cn - ----- - -- 7'_-O" SQ_. 18"_ (8) }�e- - - �w 8'-0" SQ. 24" - (9) #6 ----- -- - - N (2) #5 CONT. - ---- '� 1'-f SEE PLAN �. 9'-O" SQ. 24" (10) #6 SEE PLAN_. SEE SCHEDULE SEE SCHEDULE FOR REINFORCING ON 17/- SECTION AT DQORZWINDUW SECTION_ AT STUD WALL FOR REEINFORCING rl7 INTERIOR COLUMN FOOTING ( 9� EXTERIOR COLUMN FOOTINkj 5 I _ XTERIOR FOOTING 10350S%N' L1N OLNS'rREE'r �4.0 3/4"=1'-0" S4.03/4!'= rr ------- - --- --- - -- liU 1'2(!113-0 1 -0 N�:�V SCHOOL 48-5' 90 80 70 60 50 40 30 20 10 8 NOTICE, IF THE PRINT OR TYPE ON ANY IIII III III III III III III I I III III'III I I III 1 1! 111 111 III III III I,�I I I I'I I''I I III III III III 1 111 1 1 III I I I I III 11111 1! I�I I I I III 1111111 Ili III III III III III III I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l_--I___.I.-I 1 I I _II I I I� -I I 14L I I I J I I I I-F)1- I_ I _I -� I I _I al 1 I _._�.I_ - I � 10 _ � _.�� �-_ �� To a I I � �oU 5 iT IS DUE TO THE QUALITY OF THE _ _ N.36 &TfXV' ORIGINAL DOCUMENT -- - - -[Allgil Lif II 1 1I9 i fii E i Z1[ II 1[T nif 8 L I U I 9 ► fi ZII�NII!IIIIIIIII II III IIII�IIII�IIIIIIINIINIIIIII�IIIIIIIN�NII IIIIINII INIIIIII IIINIII! ILII NIIIIIII�IIII�IIII�IIII IIIIIIIIIIillllllllll�ililll'II NN�IIII�IIIIIIIIIINIfilllllil�lllllill'I�tlll llltlilll Ullllt � L'11f11JIIIiIINilI 90 80 70 60 50 40 30 20 10 0 o cn CV r— co M v Z 1808" CONC. COLUMN (,8) #7 VERTS 4 TIES 012"o.c. _a o - LINE OF FREEZER WALL LINE OF KITCHEN ?.x POUR BLOCK FLOOR RECESS LL_ 2' m 13/16 3•II I/1"3'-II"3 V41' I I1'-3 3/Ib" 1#7 DOWELS 8'-e• o �- '- * -- NSUFREEZT ER FLOOR5 I' w o I ter I O _TOPP,hG SLAB sa.t - T� Q z4x3o GRADE BEAM -- LINE OF FINISH I I II 4) #6 CONT. TOP & BOT o ,-�, LINE OF FINISH FLOOR `' STUD WALL --_�-I I I _ ... W ,n y. !4 TIES 012"o.c. I ? iAP 24' _ - _ S4.1 FREEZER ' 6 — _ 5401 . J in z -;y4 11E5 ®6"o.c. Gf�ID LINT OF FINISHED FLOOR- - 9 t/T pt ,% A RECESS v r j b KITCHEN FLOOR N TOP OF SLAB-- I RECESS 2" COOLER RECESS 1 1 ROUGH JOINT ' " • — ---- LINE OF _ FLOOR RECESS KITCHEN S4.1 _ Cr S4.1 1" 10 6 CMU WALL PER PLAN I6 -2" -- --- - HORIZONTAL BARS AT y 5'-0" SO x 2'-6" FOOTING ____..._ _ _ WALL �- ON GRID LINES (5) #5 BARS EACH WAY --- T B, E AND 8A 8 FREEZER CURB AT WALE _4 FREEZ_ E� COOLER PLAN QCT 20 FOOTING DETAIL _ - -- _ -- ��R_ 54 . 1 - ---- 3/4"=1 '-0" DOWEL SIZES AND SPACING S4. 1 1 1/2"=1 '-0" 54. 1 1/8"-1 '-O" Z 1 2 TO MATCH VERTICAL WALL REINFORCING 71 OREGON t �r} 1 \`'i�`.9 ✓�!y-IB. �`�^' P�� 111 t1 '9� ! \`O L. Qe SLAB ON GRADE LINE OF FREEZER WALL C- ` \PER PLAN exhiRn i uni onrF s so n� - - - t7D 2x POUR BLOCK r 41 5" 12" 7" d • 102'-0° FREEZER FLOOR INSULATION 'I PER PLASLNB ON N �'P• J �---�_ I 104'- _ _ -- -- - - -- b FINISH FLOOR TOPPING SLAB- ( #4012"D.C. j 1 LINE OF FINISH FLOOR II T GRID 4®12" LINE OF FINISHED � rt #4 CONT. - �- -- I I I I-_�STUD WALL 1 �, t 1 ; to ! -� EW. EF. __ C. 4 t " II I TII�I;I—ilIIil7�Il -III 8 Ln a ,. II SLAB ON GRADE p W / RAMP I - - -Ll . - T • PER PLAN z i l - - - ' .I .. �. :,: #4 CUNT. - - -- 3 t L _ 3 #4 CONT. r . " ;r. iir 102'-0" (3) #5 CONT. - Z I SEE PLAN ; - 10" CMU WALL f b - - i -- — x �7 � 'J I ,., •. OV W - - - Q 2#58 .t . - #5 ®2.4"o.c. (H) o s f CUNT. #4®12" #5®18"B I ' DOWEL SIZES AND SPACING TO MATCH VERTICAL WALL REINFORCING * #6 ®16 o.c. (V) I STAGGERED rl5 CURB DETAIL _ 1 1 SECTION AT CMU WALL FOOTING � FREEZER _ CURB AT WALE _ � _ SECTION - c 3 4"=1 ;-0" S4. 1 1 1/2"=1 '-0" S4. 1 3/4"=1 '-0" S4. 1 y/4"=1 ' o" .�4. 1 / 4 J t 4 ! a r� N SLAB ON GRADE � � 00 PER PLAN = N rn GRID C!D LINE OF FREEZER WALL (� z � o 102'-U° LU Z FINISH FLOOR 2x POUR BLOCK ,. L ,.• �- v c - - CD i I b #4 EPDXY DOWEL I-INE OF FREEZER WALL FREEZER FLOOR INSULATION o z - - - LINE OF FRAMED WALL TOPPING SLAB '" � Eo °C LIJ Q LINE OF FINISH FLOOR I z CD 1 � -Z#4 CONT. "--- - ` = v LINE OF FINISH FLOOR 11 v 8 THICK F'�_... cn aC Y \ CONC. WALL FORCOMPLWNCE '11'Hl:r 'L,C;l, W Z ~ * I I 193 rtpon ruct rat S — LJJ C:/) LINE OF FINISHED FL00 --�I -_ - T — ---- (TYPICAL AT -- 19990regmMecharcelSr crI tyCrrf"('l, ,',) � 2000 Orelpn Plumblrt t„dclalty Coria(ON`•r-1 Q Q M too'-o»- a •.. PERIMETER - - - y .� �_^_ I I _.__._. _ _ --•r— _ 2000Omgon Elactrica Specialty Code(OES (3) #5 CUNT. LD w TOP OF SLAB JI I�_ WALL) 9R mgon Uniform Fire Cude(OUFC) <C --- " - 1997 td 9 1(fie sprnklera) /� f..l.� 5 -R--? & unc s o 4 Q 1 , 1997 UFC SIA 10-211vO warms) I— CT) Y • -_ > ( a PLAN REVIEW APPROVAL DOES NOT AUTHnRIZE W � U fff — z CONSTRUCTION TO PROCEED IN VIOLATIONF N z -- FEDERAL-STATE.ORLOCAL REGULATIONS NOADC+. Q (�/) Q UJ ___ _,— IIT RELIEVE DESIGNER FROM ANY LIABILITY OR t �. 1 t'-4" TYP. _t _ > '� RESPONSIBILITY. H Lr) Q NO m • N -- -- BY Q3 CL �-- a''j W DATE L� -- — AIR CO ,'F N ., INC. 1'-4" TYP. �, NOTE: SEE 1/- FOR INFORMATION NOT NOTED #6 4 16"o.c. (V) PLAN SEE I/S4.0 FOR INFORMATION NOT NOTED �� SECTION AT CMU WALE. FOOT NGr14_�� SECT-ION _ 10 COOLER CURB AT WALT_ - 6 FREEZER CURB DETAIL _ 2 _ SECTION { 54 . 1 3/401 =1 -0 _--- - S4. 1 3/4n_1 '-011 54. 1 1 1/2"=1 '-O" S4. 1 1 1/2"=1 '-0" 54. 1 3/4„_1 '-0" ) 6 issue date: 12 Septernber 2003 1 6 HILTI X-ZF PINS job number: ND431.00 8•' THICK CONC. WALL W/ WASHERS AT revisions: � 08.18-03 W/ #5®16 o•c., E.W. AT EVFRY OTHER j (TYP. AT PERIMETER WALL) LOW FLUTE - EXTEND WALL VERTrr LINE OF FREEZER WALL- SLAB ON GRADE r METAL DECK PER / INTO SSLAB,2 TYP. /---LINE OF FREEZER WALL FREEZER FLOOR INSULA1lON PER PLAN 1 PLAN & SCHEDULE O Q � ---- 2 x 6 HEATER CABLE 104'--0" _ 4 EPDXY DOWEL ---� a- ' 24"o.c. TOPPING SLAB- BLOCKOUT 1 \ LINE OF FINISH FLOOR- - LINE OF CURD BEYOND + "�'c f _ -- t ((� ..ti 4..` '�' I #4 CONT. � LINE OF FTG. q STEP ___. ---LINE OF FINISH FI-OOR 8" CMU WALL•-� LEDGE FOR VENEER ` / SLAB ON GRADE K\ EQ EQ LINE OF FINISHED FLOOR SAME AS 'W/ 2"o. VERT. 102'-0"-� to4'=o" TOP OF SLAB- - r-- - - _ COMMONS STAB & 22#5cHORIZ. to � _ _ _ FINISH FLOORS -- __- .____._- __-._ _ -_-__-- oN GRADE - I -- �- 7 FOUNDATION - 1 toe'-o° - - - -_ _ - - =- b I - - -- _ DETAILS F j� T FINISH FLOOR , , �J t t ti_` t ( 1 i • � - `` i�,-'r�l(E, 114.;-1(4,;(.4;.).(.�".ra - • -- r FIG. PER BRA 14 — ----, --. ---- ' I ,1 a # 25' 3—#5 , 54.0 FRAME ELEVATION S4.1 / 4 I CONT. FIG. PER PLAN & -- .' �✓ — — ® 32"o.c. 1'-410 file name: 4315401 SCHEDULE — — i 2--#5 #5®32"o.c.-- #4x 12" EPDXY CONT. 1,-0,, ANCHORD ® 32"o.c. 1 L I N T 'I 1 A 9� COOLER CURB D. ETAIL 5 FREEZER D 0 0 R WAY - _._____ 1 �_.___ _ SEC 1 O N 11;�11"2I03-OI► i"`" sTkN.r.r ELEVA-T-I0N ALONG - --- --- --_ - O- S 1 4. 1 1 11211=11-O" S4. 1 / ,1 v�:�� tic nctcti. 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BULTS ® 24 o.c. = z tA 3 IN LOCATE IN CENTER OF BLOCK CELL. cc 1'_0° \ 2" MIN. - W 6" MAX. r Z tz-7 N -- ---- - -- , - -- 04. Z L1 ZU W CLAN Pr'V1-_'.(AprRuVAL - I COMPLIANCE WITH APPLICABLE PORTIONS OF I COA Ornpon St—t—I Spacurlty cm.(OSSC) C� 1999 Orepon M-hemrcel Sp-mi Coda(OM 4, 0 L4x4x3/8 x U'–6" 2OW Oregon Plumbr"q Specmity Godo!OPSC� 199p Omen Elrctncnl SOPbdl1 Cade(t7ESC) „ Undorrn:,re Code(OUFC) --- _,�--- —tea– 04'-0 o.c. w/ 11997u��sn az`ii 0,eAa;m�') I (1) 5/8"0 ANCH. BOLT PLAN REVIEW APPROVAL DOES NOT AUTHORIZE LOCATE IN CENTER OF BLOCK CELL CONSTRUCTION TO PROCEED IN VIOLA1ION OF " F E Df RAL.STATE. OR LOCAL REGULATIONS.NOR DOES IT RELIEVE DESIGNER FROM ANY LIABILITY OR _ D ETA I E HES{ONS181LITY. /- / — ; _lv ? i1! �lj _DATE.fO/3D,o3 S 5.0 3/4"=1 '--0" C COMPANY,OMPANY, INC. T 4 J O C-4 4 C�4 (T CV C/) V o z w LQo LLJ z [7C O CD 6_'-0" Q rr Q /-PL 3/4x8x8 w/(4) 3/4"0x5" WELDED STUDS U ry- T I z CDCD � � 1.6x4x3/8 L = U 3/4"0x6" WELDED STUDS ®12"o.O. 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N U LIQ N - c_ I I \ Ln C12x20.7 4" 4" I l \ w/ 5/8"0x6" WS 24"o.c a-12 SEE 7/S5.0 LU C m I 1/4 6-12 to 8" CMU WALL 1/4-V--<3 SIDES PL 1/2x3 1/2x9 '�� SEE 6/S5.0 (2) #5 V.:RT TYP �T� _ \ —#4 VERT. ppp WALT_ CTIO SECTJ9�L�� KAI L7x7x1/2x10" w/(2) #6x4'-0" REBAR DETAIL E EACH LEG z SECTION AT ELEVATOR S H A F T 14 f� D ------ / 5 16 RFI 02 S 5.0 112"=1 '-0" RFI 57 __ 6 issue date: 12 September 2003 job number: ND431.00 revisions: ® 09-25-03 t TYP 3 3/e — W12x19 TOP do BOTS 16 SI)ES 3/8 PLAN /� \YP a 1 T 7®" L= RFI 51 C1 2X20.7 1/4Na 3/8" STIFFENER PL / P� 1/4 e L6x4x3 8 1// w/ 3/8' STIFFENER PL L __ (2) #4 CUNT. \ 8'-0"f VERIFY 1/4 __ co 114'-0--"9 _..- 114'-0" 1'-� 114'-7"� _ a--@--,--1141=0 .. . 1/a 3 --B (2) #5 CHORD BARS \ '�__JL_ --- - FLOOR FRAMING 11 3' FLOOR DECK � SLA - w/ 3 1/2" TOPPING DETAILS 1/2" a/te to i1 10 1 -L4x4x3/8 LLV i i I �--- ,6 -_ SECTOR C I 1YP - w/ 5/8"0x6"BW® ®424'O.c I I I a SEE 7/S5.0 1 - - -= — - - T_4' - -B" CMU WALL W12x19 file name: 31;;5011 `-W18x35 BEAM W18x35 BEAM �-'Wl8x35 BEAM \-SIDE PL 1/2x4x8 1/2" END PL (CANTILEVERED) W8x48 FRAME COLUMN ___ BRG PI. 1/2x5x5 3/4" CONTINUITY PLJ NON SHRINK GROUT TOP & BOTTOM TYP = _ -8" CMU WALL - 9 DETAIL DETAIL_ _ _ �1 SECTION AT ELEVATOR SHAFT 133 � DE_TAIE S500 - _ - -,.-- -__—-- ---- - rr 3 4"-1 '-0" 55.0 11201=1 '-0" 10351)SN 1.1NC01.N S'rREET RFI 02 — 3/4!'-1 '-0" J5.0 3/4 -1 –0 55.0 / S 5.0 � �- gul�ioo3-ona.�s � 90 80 70 60 50 40 30 70 10 NEW SCIII0 )1. 50-59 NOTICE IF THE PRINT OR TYPE ON ANY1`''jII I I I I I III III III III I I I I i I III III I III I I I I I I r TJ1 Ill III III I I III III III III III III III I I III III III I I I I I I III III III III III III III III III I I I I I I I III III III I�I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I �00 IT IS DUE TO THE.QUALITY OF THE ILII ILII ILIIII III III�'I ILII IIIIIIIII �ullllll Illllllll�llll IIII�IIIIIIIIIIIIIIIIIIIIIrIIIII ILII IIII�IIIIIIItl�llll ILII1I � t L-28 a41 1 ORIGINAL DOCUMENT lid TeIIII1IIII 11 . 11 IIIIII� 1I"' 1 90 80 70 60 50 40 :10 20 10 0 (4) 718"04'-0"-MAa(_ 4" 4" - - - �n M ANCHOR BOLTS 17A 0 r- m PL 1/2x6 x CONT. w/ 3/4"0 x 6' I l� (6) #7 VERT. � N I - - - HEADED STUDS �i ® 24° o.c. rI 5/d- -�FAJ FLUTE TOP OF WALL g o ---- I 3 TIE SETS S "� I _ - -- -- AT WINDOW PER VARIES ci DIAGRAM DECK SEE PLAN- VARIES B.U.D. a - W M ID -L3x,5x 1/4 x CONT. 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W/ 3/4"0 x 6" �qq �p'� SEE 1/56.0 �, \ HEADED STUDS / \�O L p0 , 1.%PIRA IIDP7 DATE: 6-37 i75 3" ROOF DECK - D � I � I �' • �' i PL 3/4x6x0'-12" I ; (" _ - -7 (2) L5x3x1/4- c j - w/ (2) 3/4"0 BOLTS SEE 5/S6.0 ' 5/8 16 DECK TO TS / ,' ' I GAGE = 4" V 1/2"� ._ - - - aa = VARIES_e ---j`--- B.O.D. 28'-10 / I B.O.D, -- 1/4 B.O.D. / I W4x13 COLUMN � _-._ -- T. ,/4 CEE 18 GA. END i� � jt/4 t 3ROOF DECK I PL TS4x3x1 4 -J EACH/SIDED 5' LOSURE TYP. ,�/ ti �IS6.0- / TVPTJ a1/41� � I t/4 IN DECK FLUTE 3 � , j' I_ STEEL JOIST STEEL JOIST w/ 1/4" CAP PL j I 1 1/2 PL 1/2x15 x18 w/ (6) 1� 3/4"0x8" WELDED STUDS 3 ;� - .. _ ♦ 10" CMU WALL $" GAGE = T 3 �■i Q 1 ._ 0 _.___- -w Z N PL 1/2x6 w/ (2)=l TS4x3x1/4 I (2) 3/4 0 BOLTS VERIFY i♦ __ - GAGE = 4" ; '� 16"x24" CMU PILASTER ~ LL 3/4"0 BOLTS y - - 3/8" STIFFENER PLATE 1 t,r2" u� EACH SIDE - 1/4 4 ""AX• W Z ; y / GAP No.8 SCREWS Z ( 08"o.C. W21 x44 W24 SEE PIAN 3/10 2 1/2 z in A A U w (� --- - (3) #3 TIES PL 1/2x6x0'-6" BEAM SEE PLAN _ V 3/18 �� �/ \ • 3/18 L t fY.t-tf m► ® '� 11 SECTION AT 18 DETAIL - REVISED _ - __ �� __ �� 1 SECTION - REVISED SECTION AT GYM WALL - REVISED 3 ® GYM PILASTER - REVISED T 56.0 3/4„=1 ,-0" . S6.0 3/4„=1 '-0" S6.0 3/4.,=1 '-0" 56.0 3/4.._1 '-0" - y� � 15 SECTION - REQ' SED �-- \ �- j M o M B 56.0 3/4..-1 '-0" 6 Q . � 0 i" C� cYi rn c�c Q CV O t� D ��. E E a: "og� �� O o - 4 o c� C O TS4x3�/4 3 8" STIFFENER PLATE- � _- _-_ _ `� _ fir..��--�W � ~' I� SEE 2 S6.5 " 3" ROOF DECK ►. -q C EACH SIDE OF WEB �� � �� O 132'-4" j .. 1 3 3 4 tx TS3x.3xt 4 -- 132 -4 / -ti i B.O.D. '�y PL TO JOIST /16 ` =sp z 0,Q aC Q SEE 3/S(iA fr cwt ` F N 4` v Ic 3" ROOF DECK `�I 3/1e <LO �C 1 S U U>j(/ W m J � F` E�- I* '-1 0L0020m WQ w4 V V s -- ' I :/ I ♦ --- -- -------- _- Z�t� B.O.D. - �c'v�i i l l,w 8;cr z z�-'� C C� Lu O li U- z a 05= 0 -(2) L.5x3x 1/4 �U LL t cr 7 W W 00 PL 3/8x3xO'-4" _��- -- l r •� F� 5 I '�4 EACH SIDE SEE 3/S6.0 l- - ' 1 3 4" 5" SIG F�JIS� SEE 3/56.0 .• _- W Q cn t/4 / (2) L5x3x1/4 (LLV) j - 13 e `' / ' 5 Q �" i/a PL. 1/2x6x0'-11" w/ \ S6.1f2 e j / -STEEL JOIST O Q 7 CM (4) 3/4'0 BOLTS 1/4 5 O�{?i W p Y j 3/4" CAP PLATE / BETWEEN JOIST 1/4 5 jf �I/� SEE 1/S6.0 � I� � Q + -L5x3x 1/4 (LLV) w/ 1� 1 < � CL 5 8"0 BOLTS ®4'-0"o.c. !� � 4 / / 1/4 CUNT. BEN f PL SEE 1/56.0 F-- O 4 CN �l W4x 13 COL.` l W O x'_28'-10 1 2" W16x26-/ ' (2) 3/470 BOLTS GAGE = 4° • • B.O.D. CURVED BEAM 'YP. E 6. �- B" CMU WALL 56,1 W10x39 COL.- CONT. 1/4" BENT PLATE- I - 1 - SEE 3/S6.0 t -_..------- PL 1/2x5" I l._ STEEL JOIST STEEL JOIST 1 `F DETAIL � / 2"- J WALL12 -- REVISED ECT ON AT GYM WALL REV SED -PL 3/4x6x0'--10" S6.0 3/4,. 1 '-0" 128'--10_1 2" 1 4 4 1/4 * - ,o - - S 6.0 3/4'-1 -0 6 c w/ (2) 3/4"0 BOLTS B.O.D. 1/4 4 GAGE = 4' �_. PL 3/4x6xO'-12' I �-- 6 Issue date. 12 September 2003! / I B 2A I W21 x44 AT SIM. _ _- PL 1/2x6xO'--6" I E SEE 3/ss.o job number: ND431.00 / revisions: 08-18-03 2 L4x3x3�'8 B -W10 COLUMN 1'-9" ?'-6" (12) 5/$ A325X BOLTS W4x13 COLUMN ( 09-2503 E ` � i. U �� -� I PL 3/4xl3x0'- 12" W/ (2) - 4!'0 BOLTS I -T1_4_[7__'0\\ GAGE = 4 DECK TO>,_ 1 112 -4 1/2" � �. qt POST Ac T, WALL PLATE �5/8 12 I 6 I � 4" /303"o.c. PL "0 ANCHOR LT (2--) -CONT. 1/4" BENT PLATE 12 3/4'0 ANCHOR BOLTS .:=--�-`-- SEE 3/S6.0 (B" EMBED) �8 O p10 1� NON-SHRINK GROUT 3/18 4--12 ♦ ,p __ -I l I W4x13 COLUMN 3/4" 3/1e 4-24 7 BEAM SEE PLAN / ! 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STEEL JOIST 3/16 I 0.11. 1/4 W8x24 3/16 z L _ - �O 4x6"x1'- 01/2" - -L4x4x3 8x1 '--0n • I w 2-7 8"Q i / / `' e•VAucrtARA., z� RFI 18 Q TS6x4x3/8 x 0'-6° A.B.'S®8"o.C. EMBED R 5/g"x8"x 1 ' 8" �p 1 TYP. - -3/4"sa POS W/ 2-NELSON 02L li 'I 2 )Naa,�fpy� I /g x3a DOWELS _-Z _'� -�_ _ _ _ - k (4A A 11A, — W8x24 � UNELON , v SEE 3/56.0 HANGER BRACKET = = I FxviNaii on TE s=so o� I BY OPERABLE �++ -- PARTITION MANUFACTURER L3x3xl/4®EA. HANGER ALTERNATE BRACE -----PL 3/4x7 x CONT. j I I' a -�� DIRECTION EACH SIDE i U ''N 3/16 „ �? -- bOUTRIGGER ( II to TYP. 3/16 II .' I PER 17/S6.0 = _ _ ' _ = = = = =IW 3 I*I .' - 1 Z zU z - _1 - 3 LU Z El IIA W8x24 I, ! ,/. -,2 W z UJ z II , J=4 Z� ,� - _ _ - _ = _ _ _ = Z o v W 1910 _ VARIES 80r�.,- - L4x4x3/8x1'-0" �- W/ 2- 7/8"0 A.B.'S®8. o.c. PLAN A-A W10 FEAME COLUMN 14SEC T - I O N �_ D ETAI l_ 3 SECTION 4 S6. 1 3/4 1 '-G" S6. 3/4 1 '-0"- - - S6. — 3/4"=1 '-O" ------- � ! 4 014 M 24" NOM. 24n NOM. = N rn COO EQ.EQ. i -- EQ.EQ.' 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TYP. 9 - ' �_ 9 3" ROOF DECK II \ II II I � 114" BENT PLATE I CUT VERT LEG AT JOIST STEEL JOIST TYP. -(2) 1-50)(1/4 (SPLICE PL 1/2x9x 10 1/2 FS 5rr !4» WHERE OCCURS ,_ ;� ___;__ I I W/(6) 5/8"m A325N BOLLS a- Il \\ as IN VERT SHORT SLOT HOLES 1/4" BENT PLATE L5x3x1/4 (LLV) AT 10'-0" o-c. AT CMU 1/4 3 TYP ' " I W/ 5/8"w BOLTS l ( I 04 --0o.c. 1/4 JL 27 2" 3 it -- --- - - -_ - - ._- _-_:.�_ �, ---TI ♦ • I F I II • rI - - - +_ —_ _��I_• ♦�I II ♦__ ♦ , _ TE PER ER 17/S6 .0 BEAM PER PLAN OUTRIGGER I -_ - - l DECKC K o COLUMN PER PLAN 3/, x31/ x -7 W ♦J I I J _ _ - - 2 PER PLAN 1 ROOFFRAM ING-1 �/e'� A375W/g3 BOLTS C12 LEDGER DETAILSPER PLANTYP.,/4 5 4" � GAGE -- ---- SECTOR A TYP, VERIFY IO o q I I - HL 1/2x15x18 PL 1/2x6XCON-F. Id W/ (6) 3/4,•Wx8" W/ 3/4"OX6' oI o q 0 WW403 COLUMN I WELDED STUDS WELDED STUDS � � IQ I oI 'I � ` I — J-- I 024"o.c. 4 o II of file name: 4315601 I 7"- B" CMU WALL W2104 I p I BEAM PER PLAN - — - u - ---- — A I EMBED PER SECT. 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CSI (n GFIID n Plumb, Specialty GAM•(OPSO � � W 2000 O,e,X,n E 4K tncel Fiper elty Cat.(Of 5C) ♦/) � p 1999O,p n Un�larn Fn•(ate(OUFC) V♦ W z 1997 UB SIA 9 1 line et.nklen! ` C, = Pt-AN D.'FS NX)T AUTHORIZE r \ I a (;i)NSTRUCTION TO PROCEED IN VIOLATION OF � Z f ! r1'RE`AL,STATE. ESORLLOECALRREGULATIONS, �ITv�BNOR COOER _ Q IirSPONSIBIUTY. r SCD M 125'_-3��----- - f - I - - 125 -3 1 f 4 Q rr E�__ DATE • �l o CD ~ 1 W6 TOP CHORD CLAIFl COMPANY, 1NC. W C Ll., Y � cis � ac L4x4x1/4 CONTU V P (� Z F-- W/ JOINTS 0 COLS W W C/) _ SEE 18/S6.2 TMP'�(3%15) — � END OF TOP CHORD WHERE J � � 132'- 11 1/2"� W � Q M 3/16 316 OCCURS SEE ELEVATION �� F_ CWS W6 BOTTOM CHORD � � : p Q 012 SEE PLAN // W Q U O, _31:N3 1s W12 SEE PAN AND ---'--' < 3 16 5/S1.2 FOR CONN. PL 1/2x(COL. 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W8X31 COLUMN 1/4 STABILIZER PL 1 x6x__ - 1/4 --- i NOTE: W14 OR W16 SCE 5/S6.4 FOR ADDITIONAL INFO. SECTION STEEL bEkM 18 DETAIL _ _ 14_ DETAIL _ ('1 o DETAIL 2 DETAIL 3/4..=1 —Or' S 6.4 3/4"=1 �-0" S 6.4 3/4!'=1 ,-0" S 6.4 3/4 =1 —0 ._t,.FilOVA L l,'KA;!I'H APPLICABLE PORTIONS OF � qun Struriural Spec�elty Code(USSC) 6 issue date: 12 September 2003! 6 1 �,•,t J,uWon Mall wAI$pe wty Cade(OMSM 90A)Ow4on.Plumbmq Soocialty Cade(OPSC) 2(xuOrw2Ur EIt¢incalSprosltyCode(C*SG) lob number: ND431.OU rtkW.Omdun Undrxm Fire Cede(0UFQ) 16197 WIC Sid 9 1 (Are spemkiwo) revisions: ® 09-25-03 141+1 UFC Sid 10-2(fire alarry s) Pt.AN REVIEW APPROVAL DOe$•WIAUT11OR17E ._� CONSTRUCTION TO PROCEED IM VIOLATION OF FF'DE RAL.STALE.OR LOCAL RhGUVTPDMS,MC IR DOE S GRID 11 iiEL1EVE DESIGNER FROMa�N 14 WILITY OR ( R S T R S T GRID HESPON51H1WTY. GRID �GRID Q � 5'-2" t" 5'-2"_� 1v {��e �sr G [IIAm �A o 0� 3" ROOF DECK Y--- VARIES pEs , 3" ROOF DECK � OLA�IR COMPANY, INC. 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