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10445 SW CANTERBURY LANE-11 i ,,.ispAAr�l�e. ppppppp rllltAI, DL-iIGM D&TAS - PRUJk(:'f YNF'[)Rl1ATIQM 1►ItAWENI, FNDf:X ..._...._.. -_•_.1 � i vE LOADS' OWNER CA1_VIN PRESBYTERIAN (CHUFtC'Fi KpOF (SNOW) 4, 5F 1044`, 6. W. CANTEfiBilkY LANE: SANCTUARY FLOOR i 05 PSF T I UA ND, OR 97: S P24 . 4b 1 1 TAIRa AND CORRIDORS 1'IICINE : 6:39-3273 t COVER SHEET 100 PSF r WuI► IOADSs NUILDING COMM. CHAIRMAN JOHN MERRIF'IELD = SITE PLAN / WIND PRESSURE FACILITIES COORDINATOR - RAY BEYE:R ► NEW t EXISTING MAIN F'(.{�I�Ft PLAN 80 MPH. EXPOSURE k► LOADSs ARCHITECT. RU : �;;E1.L L. LE:ACN NEW G EXISTING BASEMENT PLAN 17t,-14 N. E. 31.;T. COURT �r i,EISMIC l.(1AL►IMG ZONE 3 REDMOND, WA 98052 NEW b EKISTINC3 ELRVATIUHS \ PHONE. (TUALATIH ) 692-4675 SAIL PRESSURE PSF ( BELLEVUE, WA ) 206-883-2316 r• NEW b EXISTING ELEVATIONS L 1 . ' STRUCTURAL / FOUr►'nA"PION PLAN (:ANGNETE AND REINFORCING ENGI NEER: N 1001.1 ENGINEERING ` + ._.__ _ F'. O. BOX 2:378.1' Fi MAIN FLOOR FRAMING PLAN TIARCTE SHALL DEVELOP n M1N1Ml�M DAY LABORATORY CUki I) i TIGARD, 6k0-97281 C:OtICR .i D IVE 5'-F '4GTH OF 3 ONIa I'. .I FOR ALE.. ( ONCRETE USED ON TNI.. ROOF FRAMING PLAN ,A' •` /r• PROJECT. CIVIL ENGINEERS :;ISL1L ENGINEERING, 10 ROOF PLAN \1 TESTING OF CONUNI W1 Ll_ SE: PROVIDED BY THE OWNI-:it. I'EIE CUNTRACTOk 3-l:, PORTLAND AVENUE: !-HALL NOTIFY THE OWNER TWENTY-FUDR HOURS IN AIrVANCE OF ALL CONCRETEGLADSTONE, OR ►7(46 11 SANCT':JARY FLOOR PLAN .._...�.� ''OURED• THE: OWNER WILL PROVIDE STRENGTH I !,TS CONSISTING OF FOUR PHONE: 657-0188 ('OhCRETE: TEST CYLINDERS FOR EACH 150 CU. YDS12. OF CONCRETE PLACE,► 6ANCTIIAPY C'E'ILING i LIGHTING ' PER DAY Ok 5, 000 !;U- FT. OF SURFACE AREA FOR SLABS Gk WALLS. IF SPECIAL 1:1 CONTRACTOR REQUIRES ADDITIONAL TEST CYLINDERS, THESE SHALL BE BUILDING SECTION INSPECTIONS: CARLSUiJ "1'f;�;TING E. TESTING OF CONCRETE FOR SLABS UN GRALPE WILL 8430 S. W. HUNZIN(iEJ � I,ONI: Al' HIS EXPENSE. r SUILOING SUITE 0100 E 1 SECTION NOT BE NECESSARY UNLESS RF.GUIkL;D By THE: BUILDING OFFICIAL. 1F' • INDICATE THAT CONCRETE DOES NOT MEET THE SPECIFIED 4TRENGTHS TIGARD, GR 97223 "I'H6N THE CONTRACTOR WILL. BE RE:SPONS113LE. FOR ADDITIONAL rES;TING I `� WALL SECTION AND FOUNDAITuN DETAILS A�iD��IR REPLACEMENT OF THE DEFECT I VE CUNCRLTE. LCGAL t� DESCRIPTION : MAP NUMBER: 2S1 1111C, LOT NUMf,EI, : 28(A0 li3 ,WALL SFCTIC)NS L DETAILS � 1 � REINFORCING ST1=.EL FOR CONCRETE SHALL CUNfiCIkM TO UAC STANDARD 26-9 1 ANI, TO ASTM AE.15, GRADE 60. WHENEVER REBAR IS TO FIE WEL1►L:D ASTM A ZONE R-3. 5 17 WALL SE:C'TION b DETAILS 70(, REBAR SHALL BE LITILIZED. ALL WELDED REINFORCING STEEL, METAL auw� �� t !�/ INSERTS AND CUNNECTIUNS SHAL.1. CONFORM TO UBC STANDARD 26- 8. OCCUPANCY : A:'. 1 REINFORCING STEEL SHALL BE ACCURATfrLY AND SECURELY PLACED AND TIED• CONSTRUCTION : TYPE V, ONE-HOUR PLASTIC CHAIRS OR STAND Of. SHALL BE USED TO SECURELY HOLD HE; REINFORCING- REINFORCING MAY NOT GENT OR DISPLACEL FOR THE APPLICABLE y (r'ONvENIENCI. OF 01'14ER TRADE:; EXCEPT AS APPROVED BY 7HE ENGINEER. CODES: UNIFORM BUILDING CURE ( 1991 ) `1 c REINFORCING SHALL BE CENTERED IN SLABS ON GRADE. LAP IJARS A UF,EGCIN ENERGY CODE ^ r MINIMUM OF 36 DIAMETERS WHERE: NO MOPE STRINGENT REUUIR1rME;N'f APPLIES: AMERICAN DISABILITIES ACT, TITLE III TIGARD DESIGN & DEVELOPMENT STANDARDS In� OPEN WEB STEEL JOIST'S AND GIRDERS BUILDING INFORMATION ..... THE SIZES AND DEPTHS OF THE OPEN WEB STEEL JOISTS AND GIRDERS WHICH THE EXISTING CALVIN PRESBYTERIAN CHURCH COMPLEX HAS A TWO-HOUk AREA SHEM iN&L MSVMAKE UP THE ROOF FRAMING AND FLOUR FRAMING ARE INDICATF:C►. THE SEPARATION WALL (CONSTRUCTED IN 1992) RUNNING NORTH AND SOUTH CONTRACTOR SHALL SUBMIT SHOP DRAWINGS SHOWING THE FINAL LAYOUT ANIt THROUGH THE BUILDING. LLI 17 EDGE wry !• � No. OF `N ©OL TCT AL • Cc' 512ES OF STRUCTURAL MEMBEkS TO BE APPROVED BY THE ARCHITLUT. SHOPNO', 6WEA* SPACNG 51ZE15UX 51DE5 SPACING f5CLT5MIN. DRAWINGS ARE TO BE: SUBMITTED A14U APPROVE:U PRIOR TO THE THE WEST PORTION INCLUDES" THE ORIGINAL STRUCTURES AND SUBS:EUUENT A _ 3-Rb!384 4" _OC_. 00204 ; 3 TN 24" O-C. 12MANUFACTURING OF THE JOISTS AND GIRDERS. ADDITIONS.�ITIS UNCLEAR WHETHER THIS CONSTkLIC•"PION I5 TYPE V-N OR -_15 4",'.W 3. OC•. wc)b15 A 2 07H Is, OI;.— _.._.�.r TYPE V ONE-HOUR. G _46i4,>6,` 3. 4.G W010A / 2 ONE 36" O.C. � 12 TfIE SHOP DRAWINGS ARE ALSO TO INCLUDE AND SHOW THE REQUIRED _ _ _ G� 3161310 4' Q.G. 14 E0A 13 Q101N ?4" O.0 y� (p HORIZONTAL AND DIAGONAL BRIDGING, END SUPPORT CU1dUI'r1CINS, THE EAST PORTION CONSTRUCTED IN 1992 IS TYPE V ONE-HOUR. THE EY ~4ar260 ©z. tAOba % 2 _p '8" CC• - MANUF'ACTURER 'S RECOMMENDED CONNECTION DETAIL=, HANDIA14G AND PROPOSED 1994NEW SANCTUARY IS ON THIS SIDE A11I> WILL ALSO BE TYPE • 46�i{84'7 ` OG NG'15 1 4 E30TN 16" O.C. -�10 ERECTION GUIDELINES.:. THE DESIGNATIONS SHOWN ON THE DRAWINGS ARE V ONE-HOUR CON.53TRUCTI0N. G 104/260 6' OC. ND&A 12 BOTH 46" _d-G• � - THOSE OF VULCRAF'T. OTHER MANUFACTURERS MAY BE APPkOVLl) 13Y THE _3TV4w 3" O.G. NI)6A r 2phi 4r3" G►C. — 1 ARCHITECT. A. EXISTING EAST SIDE 1 3"V49� 3. O.G. NDBA 2 � 36" O:C. S - — ---__-- _ .�. -__ _ -.- -,_ SU. FT. T_ a J 3+�P�i3E"47 4" O.C. HC�2GA 3 1N 24" OAC:, U WOODFRAMINGMAIN FLUOR 11, 390 S NOTES: BASEMEN 3. 560 SO. FT. ALL WOOD PRODUCTS SUPPLIED TO THE JOB SITE AND UTIL.I2E[l IN THE �- r r• B. EXISTING WEST SIDE ? +IC`LD DCt1N CESiGNATIONS R 8lMf�3C'�I 9Tc�0►.1C,-TII;- BUILDING S)HAL1. BEAR A GRADE �TAMF AND MILL IDi:1JTIFICATI(IN. FALL. / s DIMENSION LUMBER SHALL BE EITHER HEM FIR OR 11011GLAS FIR LARCH. F:ELD $P.aG(MG 13 t2" pC - TTP, r. ALL WALLS. MAXIMUM MOISTURE CONTENT OF LUMBER IS TO BE 191". ALL I%IMENSIONAL MAIN FLOOR 3, 495 50. FT. LUMBER 1S To BE NO. 2 AND BETTER. STANDARD AND BETTER GRADED BASEMENT 1, 620 5U. FT. )C�C7C 1�' E 1 �} 3 F'LttlES9 5 �-�.�14BE E!:" CpX G'a•! DIMENSIONAL LUMBER WILL NOT BE AN ACCEPTABLE ALTERNATIVE:. � ►, � � t\ 1�= C. NEW CONSTRUCTION - 199400, USE '8d" NAILS s ALL LOCATIONS f-_e=1R1NG NAILS ALL WOOD IN CONTACT WITH CONCRETE SLABS ANDCONCRETE WALLS .:HALL. BY f-�- - 5. ''1 P-IS`OWJ E�JLT 51ZE5 4 E'rBEQI`1ENT 9ZEr.F'Ui4 ?"tENTS: F'RCI;S',UftE 1'FtEA'rE[:. MAIN FLOOR 9. 170 SO. FT. ' BASEMENT 760 SO. FT. Q uGb,�l, B.C• ND1+�A - �;g"• IBL LT 29" CC)1lTRACTOk ;HALL INSTALL WOOD 'BLOCKING TO RECEIVE MF.CNAtJIGAI, E SITE ---� O FAIJENERS F(:IR rUPPORT OF PLUMBING, ELECTRICAL FIXTURES ANIS D. BUILDING SUMMARY WD?f�A I"r E'3•:LT •' 36^ 1 1•.1" 5CLT / 36 EQUIPMENT, MIRRO'7S, TOILET PARTITIONS AND OTHER WALL MOUNTEI) AND — �+ SUPPGR'fEa) EG7UIP-:r:NT AND COMPONENTS. 1. MAIN FLOOR 6 PRO-ViD E 5CL!D BACKING AT ALL PO WOOD EDGES V `� .:? ALL 94EAmL4A.LL LCCATIC3,46 PLYWOOD USED FOR ROOF SHEATHINS SHALL BE 5/0 INCH AF'A RATED. WEST EXISTING 11, 360 SO. FT. NAILING TO 13E AS MUTED ON THE i.CtAWING5. EAST EXIL;'fING 3. 495 50. FT.N9, 170 � l l�- EAST NEW 9, 170 SO. FT. _ ALI. GLU-LAM CREAMS ARE TO BE 24F V4 ON EQUIVALENT EXCEPT FUR THE -3- TOTAL 4, 045 SCJ. FT. so`\� J X IE.-1/2" AFtE TO BE V10 OR EOUIVALEIJT. GLU -LAM BE:AM`� ARE 7U BE INDUSTRIAL GRADE. 2. BASEMENT ALL METAL CONNECTORS ARE TO HAVE ALL HOLES FILLED WITH EITFIER NAIL:; WI:.ST EXISTING 3, 966 SO. FT. � 09 6OLTS IN ACCORDANCE WITH THEIR ICBG APPROVAL. E:A :T L:XIS:TING 1, 620 SO. FT. 1� � r LA';T NEW 760 SGS. _F'r. 11 � . _ TC17 A L G, 066 SO. FT. 3. TWO-HOAR SEPARATION ( MAIN LEVEL) IC ND WEST EXISTING 11, 380 SO. FT. � EAST JICINTY M ,,2� p r\J 0 PTr-1 , . I „ L EXISTING 12, 665 SO. FT. ) c ID 0i �1 RUSSELL L,, 94 NEW SANCTUARY ADDITION irt L R{,EY'Jf.1�,R411. � M `r ofPL LNI I Im E E3 ")F T IE R I A Im P R CHURCH 14 o Y omw 10 4 4 5 CANTERBURY LANE TIGARD ORE (3""NON wsarr_ t ','"(rEPBURY LN , 10445 s, 94-0257 1, 23 5..,_a••..+ _. - t,,:,.L",:'..,,,o-. :.:: ♦'iwM:!'IN':AAr'^. 'T�1rl .r ., - ,, . • NOV MICROFILMED 1 F7BFB- CLASS 4MDEIN ACHINA IN 1 ' 1 POPP- I�l tf +�` ry,. I G`�1 J�� �I' of o,. � �. A. � �� I"1 o`S ( .�. r^1 A _._. 7 _ _.. . .. __._._. . _. - _ _., . ..._ _._...-.... a 1 � ' ��^• Tj j - - Qcw14 rz , . Vz- ' � � � �,/ � �� �»c:..•;, � Ail �t '/. \\ , _.. � ..� � r .. _• � •� •'• 1oo \, J l y 1� I � \ / � ,`�` ; _ •_ ----i.......^Y'r _..-.. r -_ • . 5 ` .. I I I I III I 1 � • //• / � -, �1 I � x , - 1/ -� ��� .�` .�.._ .. .._._._. ._^-_..-... �`\ t'' � � .moi+ `\V "� `�Y �+ L✓ � !_ �'wC M i � I .� .�. _ ( � I 1• • 9 ,,—.. '`-»^' � ''� �� * — •--r-' - ���J'�. -_. „_,-„ ,,., ..., .... ,_., f ' _ � ,� , ; .... E ! t ...-.�� � __ � � .1 , -----\{`— '"1- I ��, \ .__ ._. �� ` I � j � 1 r ij-- i �r--..I � .�c, I 1 ,� fy�}•.� '' U IN Ile I �1 Qx It "\ � •-'""�- � --•-yr''”" 1 ; � , • gip' 4. .�,. ,;'�. _ I !� -75 r CANTERBURY LN., 10445 BUR 94-025 r - • -_- r 2 OF 23 NOV 1 1994 MICROFILMED ETm— MAN 4MADE IN CHINA IN 1 I� I r w_w�.. wY_►_..._...r.._- ......_r- - _.� _'.•w_. w_. ....r__n+ _... .. ...... . w�•w.....r«•.•..�Mr nr•.-.+. ..r. +_.._ ...w•nM_�. • 4� t lex 1�T,�;.�► • \ � I ilTov XN Will UP OL 14 F- I I � I L �'o ML0.1mir AMi - _! •� � Tom. ._....� .-.r •..... _..-��.....n _..._. _�..... ".._:r._.._ _ .._._� _ _'.. :_r ��._..'T'��.._j... •' _ 1 - -- � ,�.. t E� 000 ,r '5:'A OJ C7 I�y --A``i - Ik •.A h Y t , Nk oi Ji 7A i -1 1+P� t � I I '� � \ � ���•.-f2 i:�c'.�ri lam,r.., r:.� I I � I � t ��41h � ' � � f✓s.-mac:•. r'���, I J J_ LO L'-- RUSSELL L IUGM' 1 \ l BEL lFYiIE. 1►ASN � OF C�o 14 Or oe iz 1 f __-- .�---_ _____ -_... -----. _ ._. _---_. ._._._ -_ _ . --_.... . ._. C •fir /'ti FRBURY LN , il)"S - — �' i4 -J257 �...�_ �..... __ IVU V '1 6, lyq� MICROFILMED Illfl ' ) IJIII � II FWR- 2VIII I I � IIIII dill I V III I V III I V III I � III 1111111 I VIII IIIIIII ' I I GtAN 4MADE IN CHINA IN I 1 1 1 1 JMIK I- .......... OF "'O'l. lop-- '00, -dgg --7= --;F�_-_�.�__-_i.I.tr_�7✓."xr:.. _�l-r EM ...�_I:..j��li�_�-.-I..I''.•1I.-.I_ii..__!�I'i�;�4iI►,11I�`1l IIII��.�(•IIilIms'I'1 r A=- .�-�_'>—_..v.r•_�_-•�_.f..x-_._—._----__r_I a. -_.--_..__.-ry.--._�.___-�—r,.._,-.__-.�__.---.—--,_..•_�.-:—..._:___.-__1_.�r.I. _II�I.I..I iI.ZI(.�I;II,I_II(II1 v�rfI,,��_�II 11I�� ;�I''II t y+'�> I,�,jI,.TlItI,I'i'II��rf';iII��;•�-.��II.1'�I.jI'��fI'i W'_�a'-�+IE'.-t#�s._+I eIpsh.�t�=_JL pg 1.Ai.�J.� 1 T wt Qz:)-Vujs• c;)l 061 W- 11i INV, 4-t MINI,. Adl= 414, 4 I-A RUSSELL L SELLIYJL 1 1 f 11 ''AA ifil 11 jj tL 11A 4!; Jf-*-I li-� Y,1 _ ;"1 4-25) te*47, f�+17,rzy IP low CANTERBURY LN., 10445 ........... 8UP 94 0257 4 OF 23 NOV 1 61994 MI11111 11111 11111 11111 111 111 61 1111 111 Ill I - FIM- GAASS 4MALE IN CHINA IN -.-tME-41- 17 •� 'I LSI�i 'n_'..._ `��� i•.I�I''r'�"t ''.✓�"' A.T 10-x 14 A ow leiiiiiielm ...__. _,_._.....�.,_._,.. w^^��.+__�w.�r_..._-�---'_._-.-.�- -.rte.._..-.-«..__--• _... -.-.. --r_► ... .. .-"'-'--�•-- -.-...-_ ._... _ _ _-_ I —•--. ---- ..-_._:.._ - _ ��-!J".�y � �� ' If - ., Wl 1 _ � " ti'='�,'� ��ti1 .'',"'�1l�,Z'� ~tea>� -�- !s> :'I c�►..;� J� � y Li L!t'1� *ate �a►9 FM •---._____._ . - - ���.I+ i_=::�_:.`�__ I� i�� V �'+�� .fes � �--- �..�.._..______�_�•..--- _�:,_��_____.__ _ �.�_. ___�-�_��.��_ �.:�_�__._..._��-=�-;. � � =77- 9 OR LEXH " I - .. t I i t L� i I I _ f • ��SIE t 1 EMUL �.��... � of o . ( I 14"`!4 T 1..,.. .. CANTEP9URY LN , 90445 (3UP 94-0257 5 OF 23 NOV 1 h 1994 MICROFILMED ( 1 ( 1 ( , 1 1111 111111 ( 1111 ' 1 11111 ( 1 + III 11 ' 1 1 1111 1 ( 11111 I III III 111 I 111 ' I FU*X- G� 4KIII I I I i I i IN CHINA 1 IN 1 11 11 I kill , ,N, \\ \ \�\ \� \.• \\\ \\.\\\\ \• \\ \\ h M�:ailt HCS I r ►I 21«AllXl�.n h,IMpaDt� r+C�fiA . 7' Ii "+ �'r�t'L, -~ IG►J�+ \ WUL-GGw.N. t I ► i , \ v p rt x'" N, "4 1,� 4-1 �"1f�� IS 4 \N\ ` rt \ ` , ., `, .•1!.'•f •-"� ..L Hll i/".7�)e)tJ NIX oo \ !\\\\\ 1 4- AloN or \ � �\ \ \ • ♦ \ ,\ � \\ � ( \• '\ � (/ ^�1 ' % \1/'� ,amu �j \ \ x . or All I �� `\ \\ \♦ \ \ ' �v� ` (T t�j/, . ...� Mt�✓I� � PUY"' 1 '�•�^F1� I...i. 1 N Ac �1 Alf �! 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' Vic%. r • _.... -_ _ _ _ 1►,;a ri� �'F,� �rjl�-�,'?� •.��LL LIST F-'t� �Y1.4.. ` j ti' ?C�• ` 't -+L ' - �'�"�F2- � _.. �� x qfit• t;xa ,� I� o.c�. �' `1 a ' may. 1 1 Lo LI Lj `�'.,�,. ``,�...._ tit / 1...-.� f ',,,/'� + i I • '-� 4 �"' r -�� ...,t ..» r �.o NTS Lk:'T AQAAII t0 1891 UNWORM BUILDING CODE � A• ` ` � _� -'#' "`{-� /+,J'. �j T Iz-v -T- Z. fT OF JA -44 IA r 1 I • -w . Z3 , t E �` N ,; A r `+ F• to, ' f� JT Iti � I ' ' 1 ~\�._ I ,' � :�''�'t''� �,�t., ,. a t •.r. CSI !yt 17 •}'�itV.�2`� •.�'. t i! , •~ ''f.�u �^ •r.1r'e I Lrt!sk&t, .. f 1 t t � a j. �� 1WAWk" y L..'!_h. CANCANTE14"RBURY LN., 10445 "lO--+Ur tp rPt�bi1►no�Mgt ';.. a,.a F _,...,....•r- d 1 ,�, ___ _ 94.0257 snUla end vidlh end exa+n Iws o) 1 i 41 1; 13 OF 23 �.a0 NOV 1 6 1994 MICROFILMED ( � tlf � f � � tlt t milt t t � tlt � t titlt ! 11111 ! 11111 ! 11111 t 11111 ! 111111 ! 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MLET ACC LSSIbLE HLUUIRLHENIPEk CHAPTEk 31 T ION 31o9(c. ) 1 L 1 INSTALL VIRE DAMPERS IN COMPLIANCE WITH UBC STANDARI) NO. 4_,`/ N1 NSW FOLLOWING IN THE FLLWING LOCATIUNS : C—: x I L,.j r:.p a)Lij 0 Fp o—r- t t-j Qp j RESISTIVE FLOOH/CEILIRG AND ROOF CEILINU A!;!:-LMbLJE_l-, PEk d5 T7 fJ,�w' �\j i�kj r;7 0 LA.) �-J r="J t-j Cz, A LJUCT�l� PENETkATIONS OF' THE CLILANU OF I H0Uk FIRE V + *A 04-J • (SECTION 4JO5( b) ) . H. DUCT ?ENETkATICJNS Tliki 416H ONE-HOUR Clikk I I iukl; WALL pumz,F -7 K454F I vamlpl ASSEMbLIES PER (SECTION 4306( ) ) ) . 0 x 22. ALL GLAZING TO COMPLY WITH CHAPTER 54 SEE WINDOW SCHEDULE ON 5 1-b 5 tA 7-MAki k)M THIS DRAWING. jp 1 scx .+O w I NJ SOL, E�7 ,� `--' `���-�,Ir-�.� �-�.,�� •-. . �-�.:� .:� r.1;..�"'f•��'.I�,L.. r-I►..+ �.-�� Mr• t"��'- ; ,�, ; . P"I 1�=��+ '<���R. P- + n•! 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