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13405 SW HALL BLVD-3 BUIDEN LIQ I _ AREAS: UPPER FLOOR: (0,4ro27 � a FLOOR; 154 0 Q -� GARD LOWERRS7 AN ;y n TOTAL: 12ji�;Iib o - UI ING HEIGHT: 0% � CITY OF TK3ARD 8 L D D �1 ApPravod NN tCnndltfon�t'v A�I?rc:vorl .�..............., ........,........... .I I: 1=or only me v-, I . des:Kbod In: ..................... FLOOR TOS FLOOR: 10 -0 U�J w ;i�;�r ;vo lQ, 'q�ac='x-74 FLOOR TO ROOF: 1o,I-8' (MIN) L �c Attinh............ ... ::..•...:::::.:::. [ is FLOOR TO PARAPET: 21.2-1' (1"11N) O 25.2- ' (MAX) [� U . L= DGP .lob Addr tss: w D ,� fey ----- D . -- G l y l! _ AVE. FIN GRADE TO 1=AR,4PET: 22.13' (MAX) a _18:13' (MIN) I Z ------ CODE DA.U ° N 81 381 321 W 380.0 l� 'EXIST. PRIVATE "IADRONA TREE 18 SAN. SEWER _ OCGUPANC,r' GROUP : A-3 m � O r _ \ 103 ~ _ M MP = _ EXIST - -- !\ \ -_1� - --_ _ T�r1�E: TAPE Y- 1 HR- CONSTRUCTION BUILDING ~ n 4LLOUJAE3LE AREA: I0,500* Q nc) - 2 NR. AREA 5EPARAT I ON WALL � S'roRrl SE R I EXISTI G 1®4-- ~� REQUIRED AT EXISTING BUILDING c' EXIST NO C 5uILDI G W E CATI _ TER /'� - 106 \� WARDS ON 2 5iDE5 ARE NOT USED FOR AREA INCREASE 5ECAUSE A m FUTURE ADDITION 15 EX1=ECTED INC=== 1 108 THE WEST `r'ARD. 105 / I WALNUTS TIGARD: SEE CU-89-05/V 89-28 TREE/ L - - - { I I RE- CONDITIONAL USE AND SET5AC< 36% vARI ANCE. e � HSC. II { { � I T- H.C. PHASE 2: (EXISTING)CLASSROOM ADD[Tla.41i V�Omffy MAP II .�. _ 12 51KE Lu 2,160 SQ. FT. 15T. FLOOR•Ij N.C. RACK TYPE V-N CONST. �I Set. Na,Eu►�' sy L� PHASE 3. (EXISTR4G) f II SANCTUARY 1 OFFICE ADDITION I ;1 V� 2r '" d ,rl'��q, .� a �p sw, � 0 10,500 SQ. FT. { I o> fw r �y sw NNERMoso Z A 2.1 OCCUPANCY �t N s v ll w r. \- _ sT o TYPE V-1 HR. CONatRUCTION I I J'ot, P. o; `.\�c _. t 2 17 EX16T. H.C. RAMP I TIG,ARD . ,F b lv`' t, Q ,? s r4 vAn s ST. .\ � Q i'► PHASE :3 I �, s •, n ' i III) \ �✓ / i. ' •!r• osNXAxf �I♦� ,�.1FOnno _ern1sF.w F I� m O (EXIST.) Creek raraKITCHEN ADDITION v 'y I5-Ib S.F. II N ;'C� ^oY.,+` " w coc c7ITE ';` � Ry s'r` 1 SvCssl _ V-N PHASE 1: (EXIST114G) �,�` � s 9 FELLOWSHIP HALL 4 II w 4 OMILL IEt`>rvicw c • I I I r+ 'f. i �E i 7fR Df MULTI-PURPOSE WING m or< M NA ' �X. EXI3TING P,4RKING - I _ °r' 5Is, ^.sw S,. 6�1`��TA I 3,'196 SQ. F'1".-BA3>=HENT 1 II -- � a m''` � � �'-� ; . � Avaaha � C� I. JAN2 N�IRAsE Srli (lRt`. \ �^COi Oht' �/ J lA 4,201 SGl F1'. 187 FLOOR '�' ���Lll # _1l sT �Ir -�_I. �r c•II_ti cry •f' Ir NO CHANGE I TYPE V-N CONSTRUCTION � Z � � a�>~ fou, rAln vltw �A� � �w r M o A. '�^ �� � IEW CA— =n < I/ r N.. l;� � III �� W. 1NCDRQCN( O�LjnSwAOD sltp + Sw 1 w(wt,n rvAY Z '� f.T., 1 L �Z U r Roof pp� I I M1 IN[ R x T< •`t'��? N leo :��'sr �eONITA OOK V. EXSIt. SIDEWALKS it I SMIEVIOUS in'-01 D RAWNG NDD E� - STREET DEDICATIO - — -- — ---I �KE?JNETIi A. PAULSEN SIDEWALK 1 UTILITY >�►1 SITE PL><-�N EASEMENT (EXIST.) ►-3 42 LOWER FLOOR PLAN 4 POT �, o�c�aREFLECTED CEILING `- A3 UPPER FLOOR PLN OF T � �' �--•,� � EXISTING PARKING - ! { I REFLECTED CEILING PLAN 44 BUILDING SECTIONS 6 - - - NO CHANGE 45 WALL,4 L 5ECT I ONS ! " = := '- _ �� � � I I SECTIONS � STAIR -TAILS 4 WALL 1 L SE �' I EXSITING 10'-0' Al ROOF PLAN 4 DETAIL 5 3 PERMANENT EASEMEN ,48 5UILDING ELEVATIONS 2 10-20-W PtWITS _ _---— A9 DETAILS 10-191-W CNK BET -- -- -- - -- --_ --- --- - - — 410 SCHEDULE TIGARD CHMT1AN CMRCH N 8'1' 42' 49' W 494.45' 51 STRUCTURAL NOTES : LAN 52 FOUNDATION PLAN 4 DET>< 15 53 UPPER FLOOR FRAMING 4 DETAILS A I OMARA ST. _, -- - - ---'—'- -' - 54 ROOF FRAMING 4 DETAILS [iTccsm NAME ®906 L1 LANDSCAPE PLAN DI,I �1ftil.�. F1.11J1 F.''I'aF'D i OF 14 L R_ ...... .ti -a.. .. -N+:!S'o< v^""'�F!TI• .'h0'„M°bn,vm ,.?+, --.. ........wwr•.Y..;+ ....r.- .. 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ALL FULL Ht. TO JOTS. c J N I TOR of TOILET ��� Q CL,4SS>e?O M 9 4'G4. 4'GL TP. 24' NI a 102 I I EXIST. COL. I 0 4 X 1 r /TO REMAIN I RAMP ABOVE — I R1.._5 T I L . 3 3 P.T. 2x4 FURRI --- CRAWL 3f*ACE ' ON EXIST C.MII ;dJ Z • - --_ _ __ -- - - - -- ---- -_ � - - - -- --- - -- -- aZ' GLR 2 1fd-2m-9@ P`!*1�"ilt5 i F->ISTING WALL! -_-- lm-lg-90 GHK SET ff - --- --- �F>CIST WALLS �vERIFY LOCATION OF EXIST. FTG EXISTING LS TO, REMAIN TO RE AIN�` WHICH 16 E TED TO BE MEL,.7W t0 REMAI - - -- - - —- -- -- - - --- -- - --- _ _ __-- ------ - - 1 EXISTING B t LEVELICaN g'_m• g +,�• b'-1' TIGAR[) CHRISTIAN CYF#IAlCH 6 �, 1�INISH OF(EXIST.SH OF NCORR GOR EW WALL / 12'-fa' b'-1m' g'-,�' b'-+m' — 9'-m' - dA�IT FLOOR PLAN Ofd`-m' _ 34'-P>' 11 -0' 1 IIIIII I I I LOWEERI FI LOOR A2 OWE R FL 00 fR �L 4I `� •/ f�C�'� 4 E I � L AFR E � COfRE F` AN� FILE NAME JOB �,:` 42 114' I'-m' TCCFPI 8906 1?;grt"i S101 14AI 1.1. 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II III III III III 111 III III III III III I I 1111111 IIiIIII 111 ' 111 111111 ; III III � IIlII I ' ,� ' I I I 2 1 1 13 >�4 . I I I I I I �, APRIL 2 0 I J54 (� IT LEGIBLE THAN THIS NOTATION, i -� -L-_- -- -� - -_- 6 - __��—�_�L_ L_-___ � .� ��� ,. - �,. �€,,ll•a•oAan...ay.. � I T I S DUI:' TO THE QUALITY OI•' No.3'd �'""'•w�""•THE ORIGINAL DOCUMENT. -- —_T�_ -__ _ -_ — t1:1 Z � O8T6�T ET Zi TtIi I �6---- ��lII�'I_lII Illi IIII 1111,11IIII IIILIIII VIII 1 IIIIIIIII I!I! iI1111111111IIIIlIIIIIII III ,IIII IIIIIIiJlllllll111 IIIIIIIIIII111111�111 Il�lllllilllll Illllllll Illl�llillllllilll llJll Ill ►Illll�lLlllilllullu111►U I " I lllll lI �1.11111J11111111111111111 (IIII JII CD ` 3 WALL tR OOF CONSTRUCTION - ,L�(p SECTION BUILT-UP ROOFR-4G OVER 5/8' C.D.X. U U PLYWOOD SHEATHING, T}�ISSES • 24' OZ. , R-19 BATT INS. AND 5/8' TYPE-X GYP. BD.1 ( POr WALL TO . F PARAPET �CO SEC-ION El,aV: 123.25 TOP OF ROOF � v ELEv= VARIES I Li afloom pop pmo pum1momloomm �► DRACRJG At WAL I C\ v TOP PL. N SENIOR HIGH f � � 2ml I �� _ SECOND FI.._OOR CONST. At EXTERIOR I U CORRIDOR FLOOR FIN 4 AVER 1/2' PART. BD., 3/4' T4G � PL`r'IiJOOD SHEATHING, R-19 BATT INS., I c� y1 CORRIDOR FLOOR CONSTI�UGT{ON 14' T.J.I. TRUS-JOIST AND 5/8' 'TYPE-X' I 0 FLOOR FINISH OVER 1/2' PART. BCS., SOFFIT GYP. BD. 3/4' T4G PWD. SHEATHING AND I �� l 2X(OJ01ST WITH SIMP. HGRS. EA END UPPER FLOOR LE rm 1 �u 71 Wllk ELEVs �---CORRIDOR CEILING CONSTRUCTION 5/8' 'TYPE-X"GYP. BD. OVER 2X4 CEILING JOIST At 24`' O.C. AND 5/8' 'TYPE-X' GYP. BD. CORRIDOR -CONCRETE SLAB CONSTRUCTION 4' CONCRETE SLAB W/ 10X10 W/1AXW/1A W.W.F. OVER 6 MIL POLYETHYLENE (MO_ Rill O VAPOR BARRIER AND 6' COMPACTED C7-= O GRAVEL FILL LOWER FLOOR LEVEL M ELEV= 100 C== 5L� ILD INC; SECT ION --ROOF CONSTRUCTION WALL BUILT-UP ROOFING OVER 5/8' CU�c ��p/SECTION WALL 1g B SECTION ,49 PLY'JJOOD SHEATHING, TAPERED T.J.I. TRUS-JOIST, R-19 BATT NS. AND 5/83 r, 'TYPE-X' GYP. dD. Q G� TOP OF PARAPET -- ROOF AT PARAPET nQ ELEV: 120.00' CORRIDOR FLOOR CONSTRUCTION 00 INLOOR FINISH OVER 1/2' PART. BD., 3/4' T4G F'WD. SHEATHING AND L� 2X(v JOIST WITH SIMP. HGRS. EA. END 213 212 211 2�1 228 RECEPTION UJOT'1ENS I"IENS CORR. OFFICE SECOND FLOOR CONSTRUCTION FLOOR FINISH OVER 1/2' PART. BD., 3/4' T4G PLYWOOD SHEATHING, f / 14' TJ.1. TRUS-JOIST AND 5/8' 'TYPE-X' I GYP. BD. JPPER FLOOR LEVEL N� _11L V= \ z � O GO'ZRIDOR CEILING CONSTRUCTION 5/t, 'TYPE-X' GPY. BD. OVER 2x6 FLOOR JOIST AT 16' O.G. AND SUSPENDED O� �! CEILING 11� 116 115 1�1 I1�` 1 RESOURCE CENTER GIRLS 15OY5 CORR, C RUOM CONCRETE: SLAB C0,48TRl.JGTION (� 4' CONCRE'"E SLAB SLAB 'U/ IOX10 W/1.4XWA.4 / ~ 40 W.WF. OVER 0, MIL POLYETHYLENE o VAPOR BARRIER AND 6' COMPACTED11 u fj LA D GRAVFL FILL LOWER FLOOR LEVEL 1 0 ELEV= 100.00' m .+ l.� 17 11`r1C S G f 011 ROOF CONSTRUCTION � 4 WALL ` H �/�° 1 _�° BUILT-UP ROOFING OVER 13/8' C.DX PLY'J100D SHEATHING, TAPERED TJ.I. �j SECTION (j O TRUE-JOIST, R-19 BATT INS. AND 5/8' +•� 'TYPE-X' GYP. BD. OF PARAPET V= 5'- -- -- ROOF AT PARAPET V= 0A' r ---- _ C rKENNETH A. PAULSEN 1 20� �201 2mb FIFTH GRADE CORR. ,4DULT5 ` c� ..tw p4l�-_a I-1/2' ♦ R.a�1L 1-1/2' FROM WALL SECOND FLOOR coNetRUctloN .�. CORRIDOR FLOOR G_O_NBtRUCTION FLOOR FNISH OVER I/1' PART. BO., POR LAW, OREGON , B FLOOR FINISH OVER 1/2' PART. BD., 3/4' TKa PLYWOOD SHEATHING, Q 3/4' T4G i=WD. SHEATHING AND 14' T.J.I. TRJS-JOIST AND 5/8' 'Tl-wE-X' ®�V 2X(*JOIST WITH SIMP. HGRS. EA END GYP. BD. OF 11070,,` UF'PEi2 FLOOR LEVEL 1' - 4' CnNC. OVER — 5 GRAVE 1548E --Ir:tERIOR WAL'-_CONS=TRUCTION '4 � �� i I �� 2X4 STUDS A. 16' O.C.. WITH 5/8' CORK!On'R CEILING CONSTRUCTION 3 9/8' 'TYPE-X' GYP. BD. OVER 2x6 TYPE-X GYP. BD. EACH SIDE Z 10-20-90 PEf�!`11T8 FLOOR JOIST At 16' OG. AND SUSPENDED CEILING 151 101 1 10-I3-W CHK. OFFT � GORi�. CLASSRC.�01"I ' GL�SSROO�'I -- coNGREtE 151-413 GONSTRUCTIOtl tt«:,ARD CMl1>tlttlAN Ct+><JRGN 4' CONCflETE SLAB W/ 10X10 WAAXWAA W.W.F. OVER 6 MIL POLYETHYLENE BUILDING SECTIONS ,�,'-fd' 2 2'- a✓' 4'-I1' VAPOR BARRIER AND 6' COMPACTED - _� GRAVEL FILL Li— -`--` LOWER FLOOR LEVEL . _ ELEv= 100810' A4 1/4k AMU 5� ILEDING; eEC.TION TCCBS 8904, _ 1/41 1''-O° HAI I 110111 ;:w1l71A..: 9r! '.;.. ,,.,. ,^,yla'I�"R�*'-M'"""oN""" "9+At"""'...'• w IF TI1.Is DOCUMENT IS LESS 'rrr I� r 'Ilr rll rl1 III 111 IIL11111�11111111 1111..11 r � rf1 1fr .(1 1 1 � � I 111 111T`t �I III III I , III III II� IIII III III III I I IIIIIIi I {III �I � � � III � , � � � � � III III illll I - O ' m 1 I I I I 11 f 11� APRIL 23 .� �4 LEGIS �l; THAN THIS NO.ATION, LI I 2 34 6 I .,_�1-- g ✓L10� �1 ______ -__.__l._ ___-� ____�__ _ -- ., ` IT Ts DUE TO THE QUALITY OF VIE ORIGINAL DOCUMENT. - --T- --- - - � -- - — - -- - - - - - - 1 E 'w J'irii LZ 8ZI t+ZtiZ _ ,, $i Li �91 91 l EiZ6 I II I I I �I I,(�IIII{I (1,1 Il�ll�ul,luu�lll�l�►III ,, I, ►IIIA„Illllli�llll�►TI I ,Illi►.,I�II�I�IIII►, 1111 II►► IlllIII�I►,I►►►�II►1,�1141 I. II►I,II I i 1 1 ) 2 (,D424 --\� Lu-L U G<JP{NG OP CHORD LL� CANT I OF TRUSS TO / 2-1/2' CONC. DECK ON . EXTERIOR DOOR � SUPPORT W/ f� ROOFIN�x 1-1/2' STEEL DECING � 3 LAM. 2x6 � 2x4 NAILER `---- TAPERED TJI JOIST 1/2' M.D.O. PLYWD GLu-L,4M 2x4 STUDS SOFFIT ON SEE STRUCT. _ * 16' O.C. W/ FURRING CHANNELS _ L 17 1/2' GYP. 4 v 1' E.1.6 0 I I, . (NET) ALUM. SKYLIGHT \ SHOT INTO I O SRIGK BIDDER DESIGNED. \ 1 F,,4<E f=,4 'APET 2 LANDING; oe DOOfi�' '.00 TFLi5- tn 1/2 ' = ] 1 - 1 A5 1/2 ' = 1 ' —�' �� 1 ° = 1 -00 126 GA G.I.DRIP - TYP. ��- 5/8' GYP. 5D, FINISH ALL INT. WALLS - TYP. - O 1/2' GYP. ROOF CONSTRUCTION _R R-1°3 F.G. BATT SHEATHING �– 5UILT-UP ROOFING OVE5/8' C.D.X. 6 INSULATION ALL PLYWOOD SHEATHING, TAPERED t.J.l. ,� — ` , TOP OF PARAPET EXT. WALLS - TYP. t U -J IST' -19 BATT INS. AN 5/8 OL < 5/8' GYP. SOFFIT 5D. OVER 'TYPE-X' CYE- BD. ELEV: 12325 a 2X6 JOIC5T AT 24' O.C. 1 co U A5 � O I -� - TOP OF 5E AM � G TOP OF P�+F'-APET \ // ELEV. 121.21' -�-- - - - �� l ELEv. 1Zl'-6 1/2' � � 1/2' i< 1/2' T _ _ REVEAL A i SIGN ALUMINUM D1541-11-11' AR © [` \ , DDER DESIGNED AL I MATERIALS r ACRYLIC PLASTER r YSTEM OVER I Y I HT AN WINDOW SYSTEM L G D D E TYPICAL_ U � I/2' 'TYPE-X' GYP. SHEATHING► AND 2X4 STUDS AT 16' O.C. Ito ` BEAM-SEE ROOF FRAMING PLAN �� 5EN�.) ALIGNS W/ SOFFIT A� In = 1 � _0u ELEV 117.0' - 2-1/2' THICK (MIN.) CONCRETE DECK , SECOND FLOOR CONST. AT EXTERIOR ON 1-1/2' STEEL DECKING FLOOR FINISH OVER 1/2' PAP-'.T. BD., 3/4' TTG PLYWOOD SHEATHING, R-1'.I f3ATT INS., � N 14' T.J.I. TRUS-JOIST AND 5/8' 'T'f'PE-X' 04 SOFFIT GYP. 5D. BRICK VENEER EXTERIOR WALL CONSTRUCTION ACRYLIC PLASTER SYSTEM OVER fic-19 FG. BATT FLOOR r GO�:RIpOR FLOOR CONSTRUCTION 1/2' 'TYPE-X' GYP. SHEATHING, INSULATION TYP. .AT SOFFIT 0 / FLOOR FINISH OVER 1/2' PART. BD., / R-11 Sr�TT INSULATION, 2X4 STUDS - 8 AT 16 O.G. AND 5/8 f YPE-X GYP. 5D. S 3/4' T4G PWD. SHEATHING AND ,45 A5 1/2 M.D.O. SOFFIT BOARD t i' cr -s 2x6 JOISTS W/ SIMP. HORS. EA. END a / d— 5/8' TYPE 'X' GYP. 5D. GE IL ING / \ / 2x4 FRAMING AT 16 O.G. 140 _ • I• AT EXTERIOR ENTRY WALLS UPPER FLOOR - \ \ / / UPPER FLOOR IN CORRIDOR. I� > p ELEV: 110.00' - _ 1=LEV: 110.; 0' 1 SUSPENDED CEILING c 2 2 PLENUM BELOW RATED f--LOOR � r � ,46 / ,45 ASSEMBLY FOR DUCTS t LIGHTS. \ / I EXT FRIOR DOOR vs SIM. \ ` SEAM-SEE FLOOR FRAMING PLAN � 0 6' GONG. PLANTER WALL - S 50f=F I T DETAIL- Gam- CHAMFER ALL EDGES 3/4' -- SUSPENDED CEILING GRID W/ u = 111 -00 2'x4' ACCOUSTIC CEILING TILES BRICK VENEER AT CORRIDOR CEILINGS ONLY. 4 X10 WOOD HEADERS, TYP. U /EXTERIOR DOORC Q ,.�KENNETH A. PAULSEN CONCRETE SLAB CONSTRUCTION 4' CONCRETE SLAB W/ 10;►C10 W/1.4XW/1.4 - ALUM THRESHOLD lot 2PORTLAND, OREGON -� 4' CONCRETE WALK U W.W.F. OVER 6 MIL POLYETHYLENE 11 4 ,CONCRETE WALK W/ WEA HERSTRIP �sQ VAPOR 5ARRIER AND 6' COMPACTED A5 �/ �. MAX. HT. I' �F GRAVEL FILL_ / LOWER_ FLOOR _ _ _ LOWER FLOOR _ FIN. FLOOROL 61 ELEV: ELEV: 110.00' , ELEV. 100.0 4 1 - - 3 4' GONG. SLA5 ON 21 Ira-sm-w PERMITS 4' GRAVEL 546E 1 Im-i3-W C--HK SET TIGARD CrIWriAN CHURCH T--I=OOTING - SEE STRUCTURAL WALL SECTIONS (00� LJALL_ C ION AT Uf f'F— iR FL- OOf? ENTF,-T- 10 WALL 5ECT I ON AT LOLUEF, FLrOOi, F—NTF,-%r- 50FF I T DETA L A5 1/21 11 -01A5 1/21 = 11 -01 1 n = 11 -0° FILE NAME J S • TCCWSI 8906 1 sw HAI. I. 5 OF 14 R .. ._ ... _ ` • 1 p '�' r•a �IIII(�I ilI I I III I II III I I I 1I I �I I I .,�TI T1T�rI�I I I_lr_f I-I_I—1 I(I I IIIiIII IIII i T(r 1�(I I Ill IIII I III III I II_I I 11 11 111 III III II_I III III � I I(IIIII Ili Illllllllllilll III illl llllAPRIL 20IF THIS DOCUMENT IS LESS Tf -pr ( 9n4L j1LEGIBLE THAN TILLS NOTATIONer IT IS DUE TO THE QUALITY O - ``ads..._ ,. e► 'n!..rr, mtlh•.. 't .... .r,^+ s-r_ a 1I 1 " No 3e THE ORIGINAL DOCUMENT. �E Z 8Z LZ 9Z Z i bZ EZ Z IZ OZ 6[ 8i L�T 8t 4i ibt EL Zt tt t�6 8 �L I��I9 9 �� I E I Z t„r,sw � 'I I I � IIIIIIIIIIIIII� III�II l�llllllll llllll�l 11111111111IIlll I111�1111111111llLllIl111.►111 IIIII1111111�111 IIIIIIII IIII�w11 �IIIII�III IIIIIIIII IIIIIIIIIIIIIIIIi►IIIIII I►III�IIIII Illllllllllllillllllllllllllllll.11llllill.11lllillllllllllll I� I I • � 1-1/4'0 PIPE BAILS r� 1 C � C 1-I/4' PIPE 34' ABOVE TREAD � MRAIS 1.6610. 5_1/g� NOSING - EXTEND �i HANDRAIL 6' 42 NIGH 1-1/4 PIPE BEYOND TOP AND RAIL W/ 5-1/8' SPACES (MAX-) BOTTOM RISERS. TS 4x12 TS 4x12 TS 4x12 tg 4x12x 3 / CONC. DECK ON / CONC. DECK ON 2 LANDING FRAME A6 � 5-1/a b� � `� j� �, 1-1/2' STEEL 1-112 STEEL AND St, %INGERS \ ,31 DECKING ` (v 5 8 SEE STRUCTURAL _ _DECKING - - - - - - - - - D PLANS RE: - I -� _ - _ __• ____ _ - _ STRUCTURAL / FLOOR EL. 110.0' _� SUPPORT At RETAINING WALL . . .. • . . _.... ....: ... . . . .. .. . .. . . .. . _ - � - _ T, r- - - - y _ C- ' 1-112' i1EtAL DECK W/ TREAD _ F C = 6' CONC. RETAINING 5 / �, ' -• - � 2-1,12 THICK (MIN.) ., G� � �"' CK SLAB. ` 0 WALL BEYOND - �� _ \ GONG DE CHAMFER TOP EDGES '�., '1 \ �� cz 4' CONIC. SLAB LIE �* - - - -- - - - - -- - - -- - -�\ I _ - - 3/4' �.3 I - / L 4x4x25 DECK - TREAD /- - �- SUPPORT tS 4x8x TS 4x8x _ - -- - _ I BEYOND CS 8' CONIC. �-� 1/4' fE CLOSER RISER - -- _ - - _ \ CAST-IN-PLACE � I ZZ 1/4 fE CLOSER RISER 1/4 f� CLOSER RISER RETAINING WALL 1/2° MDc-, 5.r-'T olr4 CONC. STAIR �. 1 { = I IDE x,411.... �- 4ND FA 11- D E T ,411r AN�� &TfRINGEF eUf=�=C � 2LAND f NGEDGE �3 TOF T >�D &TAlfR _ _ ,4(0 11 = 1 ' -0° A� 1 - 1/20 = 1' -0' ,4(0 1/2 ' = 1' -0' ,�'�(0 1' 1'-rd' �(o CRICKET TO DRAIN-SEE ROOF PLAN FOR LOCATIONS ROOF CONSTRUCTION -- - BU I L T-Urz ROOFING OVER 5/8' C.D.X. PLYWOOD SHEATHING, TAPERED T.J.I. --� . --- BRICK VENEEF c Q � TRUS-JOIST, R-19 BATT INS. AND 5/8' � 4 ! -�i-- TYPE-X GYP. BD. , — 11 CONCRETE TREADS n O � �ro � � TOP OF PARAPET -- TOP OF PARAPET - UP 9 RISERS IN 2-1/2' STEEL S FORMS - ELEV. 121.21 � ELEV. 12121 �y W/ STEEL RISERS 0 ROOF AT Pt'- APET _ ROOF AT PARAPET - — 6' LONG. RETAINING WALL/ 0 0 0 111x I i ELEV. 119.61 ELEV. 119.61 { GUARDRAIL TO 3 a' �1,50VE (inTREAD NOSING \ ' DOUJN 9 RISERS1-1/2'0 PIPE RAIL [ �� ' ABOVE ------ACRYLIC PLASTER SYSTEM OVER TREAD NOSING -3X END ro G 1/2' 'TYPE-X' GYP. SHEATHING AND WINDOW R.O. E 2X6 STUDS AT A6' O.G. ELEV 1110' ABOVE TOP t BOT. RISER • 6' CONIC RETAINING WALL CONT. 2' SCREENED DONT. 2' SCREEN,cD VENT OPENING VENT OPENING 8 EQ. TREADS AT 11' EA. BRICK LINE BEYOND V 112' NET WOOD TRIM A7 WINDOW HEADS, a JAMBS AND SILLS, TYP. WINDOW R.O. -- � 0 SECOND FLOOR CONSTRUCTION � XTE~ fR10fR 5T,4IfR f= ACsu ELEV. 113 0 ne FLOOR FINISH OVER 1/2' PART. BD., 1 O 3/4' T tG PL 7'L000D SHEATHING, '.i. �,� 1/,t n - 1 1 -0 n 14' T.J.I. TRUS-JOIST AND 5/8' TYPE-X' GYP. BD. _ HORIZ. 1' REVEAL Q w ELEV. 111.0' a _ UPPER FLOOR _ UPPER FLOOR ELEV: 110.00' ELEV: 110.00' =j\-- a-4 _ HOR l z. 1 RE VE A_L � EXTERIOR WALL CONSTRUCTION *-� ELEV. 109.0' �� ACRYL!C PLASTER SYSTEM OVER Z _ D � 1/2' 'TYP}_-X' GYP. SHEATHING, — - R-19 BATT INSULATION, 2X1'o STUDS 7 — --- — _ BRICK VENEER 16' AT O.C. AND 5/8' 'TYPE-X' GYP. BD. WINDOW R.O. -- — ELEV. 101.0 ^ — — �- O 5/8' GYP. SOFFIT BD. -� - - - ' ALUMINUM WINDOW SYSTEM, TYP. - - _ UPPER LANDING w ELEV. 109.92' --� • — CONCRETE SLAB CONSTRUCTION 4' CONCRETE SLAB W/ 10X10 W/1.4XW/1.4 -- 0 omW.WF. OVER �o MIL POLYETHYLENE - — -_ _ (3 �9 G �,'APOR BARRIER AND b' COMPACTED WINDOW R.O. - +- KEMET-H A. PAULSEN i GRAVEL FILL — _ ELEV. 103.0' - (' <1 LANDING �' GRADE fa 1 ELEV. 104.92 kf-A4 RAA-116� -�- 5/8' 'TYPE-X' GYP. BD. OVER 2X4 P.T. /8' 'TYPE-X' CzYP. 3D. OVER 2X4 P.T. I� i' I ! ' 6 0 w ��PORTLtND, gtEtl�: FURRING AND 1 1/2' RIGID INS. FURRING AND 1 112 RIGID INS. ! i I ,4�0 q) I I I >�� � � OF _ LOWER FLOOR _ LOWER FLOOR - _ - -_ -- - _- _ 1 I w LOWER LAND fNG 6 ELEV. 100.0' - - - - - - - . ELEV. 100.0 -,� - �__] ELEV. 99.92' 6 Q \ -2 ATS ASPHALTIC WATERPROOFING AT - 5 4 CO 8'-0' 3 WALL BELOW GRADE 10-20-W PER-11-1 i a Wo A.B.S. PERFORATED PIPE FOOTING -�------------ �- . ! 10-15-W C-+40 9Ert DRAIN-CONNECT t0 STORM DRAINAGE TlCARD CWMTIAN CMIRCH SYS1 EM WALL 1ICTIMS EXTERIOR STAIRS (oao`� UJAILL 6ECTIC-N 9 LJA1_ L 5ECTION 10 EXTEfR10fR 5TA I iR 5ECTION A(o 1/2 ' = 1 ' -0' 1/21 = 1'-0' A� 1/40 = 11 _0 1 A6FILE NAME " * TCCW82 10906 APRIL � ' - •, .. a IF THIS DOCUMENT I S LESS I`1P1 ll L IMM"" '''!►">_ __ �._,, � ' • THAN ( i r f I I f l f l I I to 111 iz{ 3 1994 LEGIBLE T Z 3 I 4 1 5 6 HAN 'P11iS NOTATION, 7 _ No.96 IT IS DUE TO THE QUALITY OF _ t _ THE ORIGINAL DOCUMENT. — -- — - - F11 t1:1 � � Z8Zi L9Z ZEZ �ZtZOZ�691 �LT9 � [ 6i EiIZiiiW I9 L I19r I� Z i[I I I II ►ll IIII�I,Il ►llllllll l 1llllll11l1L U11�1111.11111 11I 111,1II �I►1111 l llllilllllllillI �! 11 1 1111 1 1111111 1 1 1111111 11 1 1 11111111111111 1111111 ► 11 114,11{11111 1111,11 „1„�►1111,{111►{1�1�1,1�1111 ,►1 � it, • '. NEW COPING DEYOND 26 GA, ALUM COPING _FIELD VERIF't' -_ _- - N: W PARAPET BEYOND _ 1 2 3 n 20'-0' 20'-0' 20'-0' _ -_ 24'-0' IT i NEW ROOF MEETS NEW WALL r�J r__ REMOVE EXISTfNG PARAPET ABOVE NEV* ROOF - ' CONTINUE NEW ROOFrN& ----+-� / OVER VIEW CANT AND TIE J acm. rG - Tyl. DRA[N 1211262:1 1 W/ EXISTING ROOF. C 2 4 / 6CUPPER SC MOMO! 4 4 ~l CA\ I cR�q,�ET GL lta GL 1P �'cLtrr EXISTMG LIBRARY ROOF E '-... ROOFING SYSTEM-� v� `-/ �i2 GYP. BRD. rL.m�_ 0 40 1* EXI8TING LIBRARY WALL 5/8' PLYWOOD �� �� � 1 n n � CANT OTRIP TYPICAL -- NEW DROP IN CEILING EL 12lkJ $1-0' ABOVE RAMP AND LANDNG6 1 RP41"f� ROOD AT L 15. 2 COi= INC-c DETA I L 1RAIN 4 A�1 1/2' 1'-0' A� 3" 1'-©' I / zzo RIDGE LINE i Ao2 �_j L 12dal 26 GA. ALUM COPING WI �,t{ I EKI6rIWO / 121.21 SNAP ON CLIPS OVER STRAINER — CAP MEMBER PARAPET. I - t1 g I v �n- 4 I I Rl178E CLAMPING RING 30' 80.. LEAD FLASrr',tNG W/ ROOFING OVER MITEPr ED AND SOLDERED PLYWOOD BASE 4 itr' 12S.2:1 _^' �c� JOIN ra IN 1'O REGF_ �'31; n 'bS SET 4 FUSER CANT UND T �t �:1 'N MDDIFIEn 5ITJMEN MASTIC I C� a i FLASHING MEM5RANE \ D_lo ' 0o4' DEYOND LEAD 1 --- �_ _ -- - _.__ RF_CE88ED - o DRAM 4 DECK Gr`7 lok ��'�F1 cR► eDCUPrEIe RAIN 4 cel \ CLP rag 'r�I 1�--�I 9 - Q n ==2) ROOF STRUCTURE DRAIN L�lLf OO -- a - _-.--- - - - - -__ - - - - - -- -- - - -- I -- - - - -- - - - 3 fROOF DRAIN a. I � G,41\lT I� T�4f1_. REMOVE EXISTING �� 1" e 1'-�' A 1" c 1+ _0' 1 PARAPET AND ALL DRAINS ARE AT , y DRAM NEW ROOF ASSUMED ELEVATION 119'8 ONTO EXISTING - iEXGEPT DRAMSAT SEE DETAIL I/Al SR. wial4 wwc.I-t Am* EL•122' �4LL SCUPPERS ARE b' I A.9OVE NEAREOT DRAM CANT 4V4 SCUPPER FLA SHED -- -- Q CAVIT'Y' FOR DRAIN 15' UNDER ROOFING 21.2-1 FROM FOOTING TO ROOF SYSTEM ON p.,�OF AND INSIDE PARAPET IN 4x4 PARAPET WALL W/ O f=ROYIUE SHEET METAL ALL DIRECTIONS. — 1/2' GYP. 6WEATH. 4 NORTH DRAFT STOP= 10' -0' C1"1,4X0 SOLDER JOINTS AND _ EIS, uv REvEALS ' 7 F7 I � GOUI'JtER-FLASH W/ �� � ��O^C• ROOFMG 12 Ii' VI P _ _ - o I � 4' FIRER CANT 4- la C-loC> > LSLS FE ILD MEASURE CATCH 130X/ C,4VITl' CAf= FOR DRAIN. FLASHING AND, COUNTER FLASHING Q H FOR WATER TIGHT FIT. SOFFIT OVER WINDOWS � O COPING ` � ITCH f=®C<F-T � ACU -'ice fi� I� ,�( L f=AlRAf=E T 1D E T A I L ,A1 1/2 ' 11-01 -0' 125.2-10 rC?KENNEZH A. PAULSFN 0ANt 1/2' GYP 2X4 FRAMING WALL M,1! . 3/4' HDO PLYWOOD 3 t�PORTLAND, ORE( ��` 2X4 FRAMING BRACING Wv A O F FLA844ING Q 1'10.0 6 _ - -- -- -4 �/ -- CANT 0, g 4 120'-5_ ' V - 1X4 STRINGER TO --- JOIN VERTICAL � 1, REVEAL 2 I0-s0-90 PERMITS tF�J3E LEG FRAMES EXTENDS 1'-0' 10 10 ,n w GFIK SET' E1/8' GYP. �� �- ' I DELOW 150TTOM CORD. TIGARD CII ITI.AN CHURCH t0'-m' Flea-+rr�G CEILING H. 1 ROOF PLAN -P►/8' GYP. V 0 CEILING A7 re'N\ ROOF STEL DETAIL a 5IC�N WALL DETE IL. 10 So�� IT DETAIL. JOB • A� 3/4' 1'-0' , 1/2 ' 1'-0' '�`� 1� 1�-Q� TCCRP 5906 HA 7 OF l.tl �,r,y,,• .' ., �'tAa':.''. -„, ,. ,:. .K .: .°N ro,_,y......,,,.. ... tk"�L�I'�1�►�'.%1. .' 4x .. -' .': .visa.. ..:�» .. "'�'w..a c+ rllkse' _, ''MMYI'W"M .. ..�MMom, .. IF THIS DOCUi4ENT IS LESS F LESS _TP I I 1 I`I I► 1 I I I I -- I ,�� I _ I �'' I—I-- � ✓]I • ' '� _��� � �11�_' l�l" a APRIL 2 3 h'pIW-9-Q�1 v 7LE( IHLF THAN THIS NOCATION, 1111111111TI t IT IS DUE TO THE QUALITY OF No.Jb_ _ _THE ORIGINAL DOCUMENT. -� -- - -- -- "- � E J7, 8Z I LZ 9TAi ZibZ SZ � Z I iZ �JZ8iBI LT9L l 1I I ► 1 ►I ��III►I► �� � ��I III 1/ 111111 IIII lllll{ IIII ilNllll� lI� I � II 111111 II I I�II.III,II�I{�11�1111 I{ 111 III II {I1��11i1111111111►,11111► 11 111 III II11►Ilf lI►II► i l it 11 2 a - ACRYLIC PLASTER SYSTEM • - ©RICK VENEER �... — ~ -ter---'•-�r-���r:�T •�'•._.�. ___ v r. �' II II — --------- --•------------------------------------------.� L---- FLOOR li-------------•----•---------------._.—.-----•----------- �'� ELEVATION110 ' _ � 1/8' = 1'-09 ro 5 --------------- _----- ACRYLIC F•t_AVER SYSTEM 0 on rceC� - - ------------------- f� IMCK VENR EE0 0 I ) 104 ' I E45T ELEVATIONGROIJriD FLOOR L----------- -- ♦ C4 1'-m' a z 0W O 10 !r:'' .,.,. :; .ti• i -;lti: '' _- -- - SEGc7N� FLOOD_- ✓ .�.1 _._. O I { Ga � II L---------- L'------- --------------•-------- �iROI�ND F1!?OFi ---------------------•-------- a'JUT� 4 E.- LEVATION 1/8' = P-(d' 14 G. KENNETH A. PAULSEN PORTLAND, OREGON OF a ACRYLIC PLASTER SYSTEM -\ - 4 E^CK VENEER -- -- - -- - -+ 3� -. Z IP>-'2fa-`� F'�RMITB 1m-15-W Ci4K- SET ♦ MC&M.r-L. _ TIGARD CHRISTIAN G!#JRCN = __-- ---- BUILDING ELEVATIONS I - Q&26VD FLOOFL L ----- -- ---- - ---_-s _.__,__.---_------__ - ---------------- A8 FILE A • WEST ELEVAT ` O* I TCCEL� 1 -• r1� '�-� �{,t, h�Fll._L. I:f01 Il-L' r�I-�.i 8 OF 14 tr a IF THIS DOCUMENT 1S LESS 1(I III �III 111111 III , II IIII III III III III i(T 1T' h 111 111 Ili i�l III III 1�i T� 11 `111 III III III III III 1111I111 III III I, IIIIIIIII ' I (IIIIIII111 III I�I � lII ' 111 III IIIIILLI ' { I I ( I I I T ' 16 �aFl�lh 311994 LEGIBLE THAN THIS NOTATION, I I 2 3 !, 4� 5 _�___-� L_ _•...n... a' r:,— IT IS DUE TO THE QUALITY OF �- - THF. ORIGINAL DOCUMENT. ---- - - -- -- - E Z �8Z G' 9Z St�Z �6ZTC1131will, Z6 9 L ! 9 9 1' i E Z tIII IIi IIIIIIII � I II III11 C� 0 tyla 0 IL 2 0 z IIIA EXISTING MUILDII'l '`- 26 GA. ALUM. COPING SIDE OF 2 HR. WALL: W/ DRIP ON E.I,S. ON 7Z J LAYERS 5/6' PROVIDE REGLET, 7Y'PE 'X' GYP. BD. ON FLA1 LNG, CANT AND 2x4 STUDS Lb" O.C. NEW ROOFING TO TIE O INTO EX I St ING ROOF. O CAULKING IN REGLET ON 26 GA. ALUM. FLASHING l OVER ROOFING SYSTEM � n EXISTING FRAMING: 4' FIBER CANT Q I� Q 2x4 SLEE1'sFRS ON 00 2x10 JOIS'"8 3' (MIN) SOLID WOOD — PARAPET IS 30' ABOVE RIDGE OF ` dLOCKIl H TIGHT TO EXISTING ROOF OVERANG - TJI FLANGE WEB PROJECTION HAS NO EXISTING CLASSROOM WNG AND 18 CONCEALED 8PACEe LEVEL FROM WEST END FLUSH W/ OR ENCLOSED SOFFIT. / OUTSIDE OF EXTERIOR WALL t0 L��! t_1 I EAST END WHERE IT TOUCHES EXISTING PRICK COLUMN. - ''EE O F-1 im / ROOF PLAN. r�unll �) l i ~� 2 LAT�QB 3/B' TYPE 'X' Aq + 1 �d GYP. MD. E'l CH SIDE OF 2x4 STUDS 16' OJT. 2 . WALL f',4fRAFmE T -7 T — Ti I>— � -- _� --- ,4q I' • i'-0' I � EXISTING ROOF DRAINAGE I I TAPERED TJI JOISTS W/ I!2' PARTICLE ¢O,c:;c:p ON N•T,B. -WILL 5E� I EXISTING dUTAINED ON THEI DING DE OF I 5/8' TYPE 'X' GYP, 150. FINISH �y 3/4' TOG PL`r'WOOL .��HEATHIh1G ON EX18t.NG WALL: N 5/8° GYP. BD. ON THE NEW 2 R. WALL. - SEE � � 14' TJ.1. - SEE STRUCTURAL 2x4 STUDS • lb' OC. I 2 LAYERS 5/8' TYPE 'X' }�OOF PLAN _ GYP. Mill EACH SIDE z OF 2x4 STUDS 16" 04:. O P-T. 2xS LEDGE — 5/8TYPE X 1/2' PART. BD. ON W i11/ 3!8'0 r3' GYP. BD. - 3/4' TIG PLY. SHEATH. ON EXISTING FLOOR: /N 14 TYPICAL ' T.J. E 1. -SESTRUCTURAL I 2 LAYERS 5/8' TYPE 'X' GYP, 15D. O sAG SCREWS • / / / 2x10 JOISTS • 16 OC EA. SIDE OF 2x4 STUDS • 16 OAC. 24' OZ. IN \�\��\ — Se- EW BRONZE ANODIZED I _J I GYPSUM ASSOCIATION FILE "4135 - , l �' EXISTING STRUCTURE i FLUSH SHELL 8' 2x4 STUDS � ALUM. COVER PLATE OVER I r � P /��//` 16 OC O'�l WINDOW FLANGES TO -� '� --� - I Q to . �'�j �� 150 A.S. FELT STRUCTURAL MULLION I t AT CONC. WINDOW FRAME I� r- A 2x8 BLOCK \�� EXTRUSION I I I 3' (MIN) SOLID WOOD 1��C /GRAVEL FILL P.T. 2x4 PLATE -�_ TO UNDER RAI'1P 2x8 SILL W/ L__ BJocKINGt IG0H vi 14 y > 0) GTR. �_" S �iBkRA�E Ag I m +� 5/8' TYPE 'X' -� 4' CONC. ON \�/ 8' GONG. GYP dD. - GRAVEL. F16L /� TYPICAL FOR RAMP L_ 2x4 STUDS EXISTING GM U. � � 2' x 2' ALUM TUNE WALL lb' O.C. ON STRUCTURAL MULLION 15+ A.S. FELT ALUM BABE 4 TOP PLATL AT CONC. ` 2 LAYERS 5/8' TYPE 'X' 0 GYP. dD. EACH SIDE OF 2x4 STUDS 16' OL. - f 2 ��. WALL � �L OOfi�' it M� a FLOOR 12 GONG. LUALL � fit�!„i�-' 13 I.UJINL OW 1`�1,1�. L I ON 1� 1'-,a' 1/2' = 1'--m` Poo 5/8' TYPE 'X' 2x6 P.T. SILL W/ 5/8' TYPE 'X' ECON BRICKS W/ Y I 2 LAYERS 5/O' TYPE 'X' GYP. BD. G P. dD. FINISH I/2 ♦ A. dOLTe - GYP. dD. FINISH 1 AIRSPACE ON EA. BIDE OF 2x4 STUDS 16' O.C. �'KENNETH A. MULSE ON P.T. 2x4 CTSK FOR FLUSH ON P.T. 2x4 1150 A.B. FELT ON N-6 TURNED FURRING / WINDOW SILL TUfINED FURRING IAA' WAFERW-SOD 3/4' CHAMFER AT 21 3/4' OrG, i • 21 1/2' OAC. ON 2x6 STUDS At , W/ 1 1/2 RIGID W/ 1 IPI RIGID 16 OAC. (� EXISTING STRUCTURE I � �T�' �� TOP CORNERS INSULATION / 1 1/2' x 1/8' CONT. ALUM. INSULATION F / IN STUD �� CLOSER AT EXTERIOR IN STUD C EXIB'r!NG GMU. �� CSO 31111 REVEAL C r -�- 2 LAYERS 5/8' TYPE 'X' b' Ofd TOP _ CAVITIES CAVITIES WALL. ELEV. 103.0 GYP. BD. EACH SIDE OF O� OF WALL � `r `-- \ OF 2x4 STUDS 16' OAC. 18 2 COATS ASPHALTIC \� 2 t�0AT8 Ak':PH,ALTIC A9 b WATERPROOFINIG AT WATERPROOFING At WALL dELC.X11 GRADE E:XISTiNG \ `� 6 WALL BELOW GRADE --`` CONC. SLAB P.T. 2x4 MUDSILL >/ -f' CONC-.. SLAB C 3/4- RIVER ROCK \ 4 ♦ \ �` W/ 4' GRAVEL "• n 8. ,� 15ACKFII L OVER r 6' - BASE -� �`- FILTER FADRIC. 8' \ LOWER FLOOR LOU ER FLOC)R 2 t 10-20-W P'EiW1IT6 h I 1 10••15-W Ct`#c SET ELEv. 1m@?�' ELEV. 1000 q b'0 A.H.9. PERFORATED — b o A.5.8. PERF. -- -- FOOTING DRAli - TO - — - �✓- FOOTING DRAM - TO _ -_ ` \ T1fiARD CFRI>s11/►N CFAJkC11 STORM DRAIN. � STORM DRAri J - ' 1__ 2ta � 20 \� NEW 4' LONG. BLAB � DEVAILS \ \ FOOTING SIZE 4 \ SLA FOOTING SIZE t EXISTRJG FOO1'RJG ON GRAVEL BABE PROVIDE AN UNDER SLAB PROVIDE AN UNDER L B GRID 24'-0' OG. OF 6' REINFORCING - GRID 24'-0' OAC. OF 6' REINf--ORCING - -� PERF. AMS DRAIN IN 8' SEE STRUCTURAL PERF. A956 DRAIN IN 8' SEE STRUCTURAL DEEP TRENCHES FILLED W/ DEEP TRENCHES FILLED W/ A9 i PEA GRAVEL. PEA GRAVEL. FILE NAME JOB # fRETAINING UJALL �� � 1� FTG, e 5f' IG< IDET. 1& 2 �--4 . UJ.4;��. �C�O 1� ? �--1 . UJ�4�� X { �TfNC 31.1IL.DINC-s _ TCCDET $906 �( li2 ' Q 1/2 ' = 1101 � 1/2 � m 1 _00 °1 1 • 1 -0 1 :!i4105 SIM HC41 1 k3C1111 P'(�FD p t.'IF I4 t - ( TIf�IllI�lll 1II --_ l IIIIII11 iiiIIIIIIII ' llil JillIIIIIIjl1T IF THIS DOCUMENT Is LESS I I _ I ltel IIIiIII4 9 .,aP�s . 994 LEGIBLE THAN THIS NOTATION1 s - �+ . .. . , .._.. B IT IS DUE 7'U 7'TTE', QUALITY OT' � No 38 8j'w'w� THE ORIGINAL I)OCUMEN'I', -- tz" - Z6Z EZ Z IZ OZ 8I 8i LT 8i 4T 6i Ei ZT I i1 i 8 � 8 I �8I llllll�.illllllllI I„� l►Illil,l,,,llll.,�ll ► l II Munn FINISIffffffi 5CIff4EIDULE ft*1ATEfR1 L SCIff4E c,- S e T - Na u _ NORTH _ EAST _ 6MTH _ WEST MTL PIN H MAT'L PINI&-I HT PACE TOP MA t'L 1`IN!SH MAT'L FINISH MAT'L r-meH MAT'L 1`INIS44 (� [� z ! iWI. � dy � �l1 � � � � � � � � pp � )f jig o� a� u aaz Q as Q aaz asell - Q L� a a h REMARK.a -- S1 criE " MATERIAL -- S9°�c1F1r= � MAT RIAL ° 1 101 CORRIDOR G 0 O O O O O O O 0 O O _ O O O �� O O C O O _ O O -- 2 102 CLASSROOM — 103 JAi�11TORS CLOSET G G a a Q O U a a a a a 0 � 3 � 4 104 TOILET G 0 a _ a a a O a O Q a O 4 �� � 0% 0 5 105 cL As.SROOM G 0 0 O O 0 O O O 0 - 0 0 _ >a, �� 6 106 CLASSROOM G O o O O O 0 O O O G 0 & M� "1 107 CLASSROOM O O 0 0 0 0 O 0 O 0 O O O O -t _ 8 108 TOILET O O O O O O O O O O O 0 9 109 cLASsraooM O O O O O O O O 0 0 _ U O o O 9 _ m 110 cL r.�sSRooM O O 0 O O O O O O O 10 O O O 1m 11 111 CLASSROOM G O O 0 O O O O 0 O 0 O O O 11 12 112 CLASSROOM G O O O O O O O O O 0 0 - 12 13• 113 cL,aSSROOM G 0 O O 0 O O O O O 0 O 13 14 114 CLASSROOM O O O O O O O O O O O 0 14 - 1b 115 50Ys TOILET RM. Q O O O O O O O O O O O O 0 15 16 116 GIRLS TOILET RM, O 0 G 0 0 O O O O O O O O 0 16 1-t 111 RESOURCE CENTER O O O O O 0 O O O O O O O O 1'i C� 18 118 ME CHAN I CAL ROOM Q Q Q Q Q Q Q Q Q Q Q Q 0 19 19 2m - - - 20 � 21 201 UPPER CORRIDOR G O 0 a 0 a 0 _ O 0 O G G 21 Lq 22 202 OFFICE ONE O O O O O O O O O --- O O O 22 � LU 23 203 OFFICE TWO 0 0 _ O O O O O O O O 0 0 _ 23 a s 24 204 CLASSROOM G 0 G O O O O O O O .O 0 24 Q 25 2@5 C L145SROOM G a 0 a a I a 0 a a a G a _ _. 25 � 00 26 206 CLASSROOM O O O a O O 0 O O 0 i0 O 26 2'1 20-1 CLASSROOM G 0 O O O O O O O O O 0 21 28 208 OFFICE O O O O O O O 0 O '0 O 28 29 209 CLASSROOM 0 O O O 0 O O O O 0 1 c� 3rd 210 CLASSROOM o 0 0 o e ° ° �.- 29 FC-1 o a a a a a a a a .� a 30 <� 31 211 MENS TOILET ROOM 0 O O O O O O O O O 0 0 O P 0 31 << n o0 32 212 U1O1"1ENS TOILET 0 O O O O 0 O O O 0 _ a o C, O 32 _ � � 33 213 RECEPTION AREA G O O 0 a O O 0 a a a a 33 � 34 214 RAMP Q Q Q Q O G Q Q G Q 10 Q 34 35 3i 71 Z:) 0 �O F R, C iff4 E r:) U L E W I N ED OLL' I S C flf-4 E LN. DR EXTERIOR �� N NO NO. SIZE MAT'L. TYPE COi`PIG GLASS LABEL MAT'L LABEL DETAIL COROUP STOP YiNC� ELEV. FREMARKS Nt:a ELEVATIONS NO. SiZE MAT.L TYPE ROUGH OPNIG NOTES � a 1 10114 PR 3 x -1 x 13/4' OAK FLUSH 1-1/2 HR H.M. 1-1/2 HR 4 40-1 1/2 _ 1 4' 41 A 3 PANELS ALUM FIXED 15' -Of x 4'-Of � z O 2 1015 3-0 x. -8 x 13/4' OAK FLUSH WIRE 20 MIN H.M. 20 MIN 1 40-1 1/2 ALIKE _ 2 TT 5 2 PANELS ALUi"' FIXED 10' -0' x 4'-0° W 3 1010 3-0 x ro -8 x 13/4' OAK FLUSH WIRE 20 MiN H.M. 20 MIN 1 40-11/2 ALIKE - _.. - 3 o O C 3 PANELS ALUM FIXED 15 -@ x 4 -@ 4 102A 3-0 x ro -8 x 13/4' OAK FLUSH WIRE 20 MIN H.M. 20 MIN 2 40`i 1/2 M- 4 � D 1PANEL ALUM 'MIXED 2 '-0' x 6 '-00 5 1025 3-0 x ro -8 x 13/4' OAK FLUSH WIRE 20 MIN H.M. 20 MIN 2 407 1/2 _ S - E 20 PANEL ALUP�? FIXED 1@@' -@' x 4'-@ a 6 103,4 3-0 x ro -8 x 13/4' OAK FLUSH 20 MIN HM. 20 MIN 3 ALIKE 6 F ALUM FIXED Q '1 10414 2 -4 x ro -8 x 1 3/4' OAK POCK'T FLUSH 20 MIN H M. 20 MIN 5 c o 0 0 , 8 1048 2 -4 x 6 -8 x 1 3/4" OAK POCK'T FLUSH 20 MIN H.M. 20 MIN 5 8 _� H 3 PANELS ALUM FIXED 15'-@' x 4'-O' � 9 105A 3-0 x 6 -6 x 13/4' OAK FLUSH WiRE 20 MIN H.M. 20 MIN 2 40-1 1/2 9 � � I ? PANELS ALUtl FIXED 10' -0' x -!•'-0' � m � 10 lO&A 3-0 x ro -a x 1 3/4 OAK FLUSH WIRE 20 MIN H.M. 20 MIN 2 40-1 1/2 i f 1® � � G � J .3 PANELS ALc l "1 FIXED 15 -0 x 4 -@ 11 10'1A 3-0 x 6 -8 x 13/4' OAK FLUSH WIRE 20 MIN HM. 20 MIN 2 40-11/2 4 11 K 1 PANEL ALUM FIXED 2 ' -@' x 6 '-@° 12 108A 2 -4 X � -0 X 1 3/4 OAK POCKT FLUSH 20 `11N HM. 20 MIN 5 12 L 4 PANELS ALUM FIXED 19'-9 1/2 'x4'-0' 13 1085 2 -4 X � -0 X 1 3/4' OAK POCK'T FLUSH 20 MIN H.M. 20 MIN 5 _ 13 1`1 12 PANT Ls ALUM FIXED &0' -0'x4'-0' ca� vi 14 109,4 3-0 x 6 -8 x 13/4' 014K FLUSH WIRE 20 MIN HM. 20 MIN 2 14 N 4 PANELS ALUM FIXED 19'-9 1/2 'x4' -@' 18 iIOA 3-0 x 6 -8 x 1 3/4" OAK FLUSH WIRE 20 MIN HM. 20 MIN 2 15 HARDWARE Cr1%0«P8: o 1 PANEL ALUM FIXED 2 ' -0' x 6 '-0" � �, V 16 111,4 3-0 x ro -8 x 13/4' 0,4K FLUSH WIRE 20 MIN HM. 20 MIN 2 40-1 1/2 16 P 2 PANELS ALUM FIXED 10'-0' x 4'-0' 1"1 112A 3-0 x 6 -8 x 13/4' OAK FLUSH WIRE 20 MIN H.M. 20 M!N 2 40-1 '/2 1'1 a 8040 ALUM FIXED 8'-0' x 4'-0' 18. 1134 3-0 x 6 -8 x 13/4' OAK FLUSH WiRE 20 MIN H.M. 20 MIN 2 40-11/2 18 1`?! 1144 3-0 x ro -8 x 13/4' OAK FLU5H Wii E 20 MIN H.M. 20 MIN 2 40-11/2 19 20 11514 3-0 x 1& -6 x 13/4' OAK FLUSH 20 MIN HM. 20 MIN 2 401 1/2 20 ,� h 2' 11614 3-0 x ro -8 x 1 :3/4' OAK FLUSH 20 MIN HM, 20 MIN 2 40-1 1/2 _ 21 i.2 1174 3-0 x 6 -8 x 13/4' OAK FLUSH WIRE 20 MIN HM. 20 MIN 3 40-11/2 22 �KENNET}I A. PAULSEN~� 23 11814 3-0 x 6 -8 x 13/4' STEEL FLUSH 20 MIN H.M. 20 MIN 3 4011/2 ALIKE _ 23 24 _-_ 24 2s 201,4 PR 2 -4xro -8x1 3/4' 0,4K FLUSH 1-1/2 HR H.M. 1- 1/2 HR 4 4011/2 25 - aPORTLANOr OREGON 26 2018 3-0 x 6 -5 x 13/4 OAK FLUSH WIRE 20 MIN HM. 20 MIN 1 ALIKE 26 O�� _ _ o� 2'1 20214 3-0 x �, -8 x 13/4' OAK FLUSH WIRE 20 1"11N HM. 20 MIN 3 40-1 1/2 ALIKE 27 28 203A 3-0 x 6 -8 x 13/4' OAK FLUSH WIRE 20 MIN H.M. 20 MIN 3 40-1 1/2 ALIKE 28 b 29 204A 3-0 x. 6 - 8 x 13/4' OAK FLUSH WIRE 20 MIN HM. 20 MIN 2 40-11/2 Z9 - b 30 ,205A 3-0 x ro -8 x 13/4' OAK FLUSH WIRE 20 MIN HM, 20 1"'IN 2 4011/2 30 4 31 2064 3-0 x 6 -8 x 13/4' OAK FLUSH WIRE 20 MIN _HM. 20 r'iIN 2 40-11/2 31 3 32 20-14 3-0 x 6 -8 x 13/4, 0,4K FLUSH WIRE 20 MIN HM. 20 MIN 2 40-11/2 ,32 2 i©-gym-� PERMITa 33 2084 3-0 x ro -8 x 13/4" OAK S=LUSH WIRE 20 MIN }-1.1'''1: 20 MiN 2 4011/2 �- 3,3 1 im-Is-W c� OE 34 2C�9A 3-0 x ro -8 x 13/4'- OAK FLUSH WIRE 20 MIN H.M. 20 MIN 4 40-11/2 _ 34 � WARD CHMAN cr�H 35 210A PR 2 -8xro -8x1 3/4' OAK FLUSH WIRE 20 MIN H.M. 2�.� MIN 4 40-t 1/2 36 2105 PR 3 x ro -8 x 1 3/4' OAK _ FLUSH WIRE 20 MIN HM. 20 1 1IN 4 _ 4011/2 SCHEDULES 3'1 211A 3-0 x 6 -8 x 13,14' OAK FLUSH 20 MIN H.M. 20 MIN 2 40-11/2 3-1 38 212A 3-0 x 6 -8 x. 13/4' OAK FLUSH 20 MIN HM. 20 MIN 2 40-11/2 38- k3% 214A 3-0 x 6 -8 x 13/4' OAK FLUSH 1-1/2 HR HM. 1- 1/2 HR 3 407 1/2 ALIKE 311 A10 4@ 2148 . 3-0 x 6 -8 x 1 ,3/4' OAK FLUSH 1- 1/2 HR H.M. 1- 1/2 HR 3 140-11/2 AL IKE --- FILE NAME J 9 ! 1.75405 SI►I i-JAI I r!r11 III i , i�.�:SCHED 8906 rte..., �.m y e a , ,.. ,.._ ... ^aM.irer.Yw,n.M.,y,.,►,<rMarmuMa+.t"r ., »sw.W:+-yr LEGIBLE THAN THIS NOTATION i t I I I I j I I I I I I l i l l 3 l r f ( I I I I I1J r 1 I j ' Ill j I I I I I I I I D I I j l l j Iii l ili - APRIL 23 1994 TI THIS DOCUMENT IS LESS T i f i I I I I l I l l l l l l l l l III i l l i T T f I I Jill i[II I I I I I i i T ( ( I I I I Ill I I f IT IS DUE 7U THE QUALITY1. ��-� L�._ _-5�- 6 7 g -- -__9 _.. 4 ---- No 38 THE ORIGINAL DOCUMENT. — __ - �£ � T� 1`�I 8 i 8 _-TL i r.irn v II I I II IIIIIIII iiia IIII IIII IIII IIII�IIII IIII IIII IIII IIII�IIII,II�I�IIII iijjlllll IIl�ljjj! IIII�IIiI IIII�IIII IIIIIIIII IIU�IIII IIII�IIII IIII IIII IIII�I, IIII�III( IIII�IIII II►►�II►I Illl�llllllllllllll !ill�llll�llll lllllllllllilllll�ll111.l111 1111 IIS II i1111�I�1 I ll LI 1111 I IN ,I • • ( �-_-_�_F�1. GENERAL STRUCTURAL NOTES (n� 1 . Conform to all applicable codes and standards including the . Uniform Building Code ( 1988 ) as amended by the State of :a Oregon (Oregon Structural Specialty Code - 1989) , K 4 Washington County and the City of Tigard . _- 215 PPSF Scor 2 . Contractor to verify and coordinate all dimensions . Ra%olve all questions with Architect or Engineer . Di not c;c:Ile from \ DRIFT drawings . 3 . DESIGN LIVE LOADS : \ � v Roof 45 f 5� BL.OPE-- \ ` �� Floors 25 p:;f + Drift ':•ag Classrooms ''^ e:3f Areas psf LA C� Staembl& Exits 100 psf [LrA 2S PSF pd Wind 20 psf ( Exp. --� Seismic 0 . 10 W ( Zone ?.E?, I = 1 . 0 ) Soil Bearing 1 , 000 psf �' a Lateral Pressure 35 pcf ( Equivalent fluid) Fjrp PSF 4 . Remove all organics , wet soils , or other unsuitable materials from all building areas . Over excavations below footing elevations to be replaced with compacted structural fill or lean concrete ( 1 , 500 psi minimum. ) . Construct • footings on suitable undisturbed native soils or structural fill at a minimum depth of 18" below finish grade or as shown on drawings . 5 . Provide all excavation shoring and erection bracing as required to support structure and adjacent soil until L011 - 1 -©�/1permanent bracing is installed. O E . MATERIALS : WOOD TRJSSES Design for loads indicated. Submit shop drawings for approval prior to fabrication . Design to be certified by Registered Professional Engineer li.censed to practice in the state of Oregon . FRAMING LUMBER 900 _ S4S Douglas Fir-Larch, KD 15% (except studs "Green" ) . All 0,19 lumber within 6" of finish grade or in contact wit} concrete to be Pressure Preservative Treated in a(:, :-dance DIC with AWPB-"FDN" Grade . 0 CL,45S Ot"I3 40 SF Stotts #2 or "Stud" i lug STAIRS Plates #2 or "Construction" i _ � G��' —a 100 P-6 Headers #2 Beams & Stringers #1 `' Joists TJI By Truss Joist Corp � 0 CORRIDOR 100 F'SF Glue-Laminated Beams 24F-V3 DF/DF except at Sr . STAIRS High clerestory window, use 24F-V8 DF/DF. ) a � 100 f= ASS 1"i�3L`r' I 100 PSF SHEATHING APA PRP-108 Ratted Sheathing , Structural I , Erasure 1 . x� • CLASSRO MS 40 !� Q Roof Sheathing 19/32" 32/1.6, fa-e grain perpendicular to supports . Q blockingNo EdgeNaili.n.g : 8dr@ 6" o. c . CI N Field Nailing : 8d @ 12"o .c. `: h � RAi"iP ?00 PSF L Floor Sheathing 23/32" 40/20, Tb.G, face grainz perpendicular to supports . No 0 blocking required . ' Edge Nailing : 10d @ 6" o.c . S1 Field Nailing : 10d @ 10" o.c. 0 Wall Sheathing 15/32" 24/0 , all edges blocked . ? Edge Nailing: 8d 5 11" o. c . LO ` Field Nailing: 8d C i �a. J---- _ �-- �-- NO1/1(0 a 1 -0 FRAMIFablricationa Simpson or equal ,%� Q #-% I Bolts ASTM A307 > J 0 Washers Malleable Iron 4go Minimum Nailing Per UBC Table 25Q � I CONCRETE z f 'c 2 , 500 psi Lag � Slump 3"-5" Air Entrained 4%-6% (Where exposed to weather ` Reinforcement ASTM A615 Grade 40 �j�l M Anchor Bolts ASTM A307 0 0 STRUCTURAL STEEL, Plates & Shapes ASTM A36 Structural Tubing ASTM A500 Grade Fig 46 k.31 Bolts ASTM A307 Welding AWS D-1 . 1 E70xx Elect rudes 13,190 + �s K. F b t 3 '10STM 1�- Zti) .yfZJ F'Etzr't�t� 11 ILS-1!1,-9© CNK.. fl.-ET TIGARD LMSTIAN CJ1 WCN FOR ENGINEERING REVIEW ONLY STRUCTURAL ETES NOT 't0 BE USED FOR CONSTRUCTION ,•-�� Date � �Il By "L.. — �� ---- - �) FILE NAME ,'06 0 ITCCSTN 0906 ''J 09 a14 1.1('11 1 RnI 11._E"1hPD 1 1 OF 1 4 • a pct .�.. -.,••„raw,,, �r�� . . I F THIS DOCUMENT IS LESS -T11 I I I i l i i l i l i I� I I I { I { I 1 1 T 1 1 T' .fi 1 1 1 1 1 1 1 1 f l I ! 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