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12755 SW 67TH AVENUE-2 l i I R ASSESSOWS MA P w. ,11 }_ �� A I L! VICINITY MAP LEGAL DES►CRiPTION ✓ APPLICANT -� OREGON KA SOCIETY (BOB IIAV-.'r/LOUIS SLOSS) PKOPEHTY LOCATION 67T ,55 SN! H -T- 127 II (_ .� TAX LOT w M `,� TAX MAP & CTM 251 1AD T.L. 1 101 V, �, �; , T l \ \ I PROJECT CRITERIA PROPOSAL DESCRIPTION EXPANSION OF EXISTING BLDG 11___�, \ i NEIN 1 ,:RKIN,G LOT W/NTS'W ACCESS CONZAGA i I Jl ' \ �.f r.r CNS[VE PLAN DESIGNATION COM iERCIAL PROFESSIONAL i -----� ���� \ � � � e ZONING DESIGNATION C.p --_.__��_ SP1FC1/`.L SETBACKS SORY STRUCTURES: E 1 i 7. 13 4 5 6 7 ! (j _ �I \ � 11 - a � UP TO 5213 SQ I"!' 1N S17..►; 5' SETBACK rhUM SIDE & REAR LOT LINES = 1 1 u1 I BLDG TYPE V FIRE RESISTANCE z 1 I.R LESS TV11AN 40 FROM i ,�- �- f � \ \ PKOPE: TY L:, EXTERIOR WALL OPENINGS NOT ---� ,� J 10 I � h ,.. � ' _, \ i �.-! PE1{M'I1TTE�.) l.E.c.; 'rtiAN 3'' � 3a _ EXTERIOR �,z'1t.'.L PROTECTED + I( 1�� I \ IF LESS T!IAN 10' � P �-' \ \ \ GROUP A_Z >, ^'Aa, \ 1 I U0 A9 N b9 .�4G�, r 130.00 I f ` \ � OCCUPANCY PERMIT U.g l _ � SiTE AREA 9750 SQ FT I \�{ BLDG, 00 SQ 1'-1' i -30 e ' r20 11 J SCALE I — 100 0�' 7 30 OU' YALE. by rKIYATL 1 ACCk4:L A,KWA NT 4 �' \ � � ---� I / -.�--_ PARKING REQUIRED a to ti -.ioC� E N A 57'07 c 30, �'; I FZE Ws b4or85:+5 _� L�_ 1 1 1 SPACE PER 300 SQ FT 5.3 SPACES REQLJIKLD 17 -- 1 1 IIC FER 25 TOTAL SPACES i 18 i 27 I I �/ =5W HAMP1-CN ST -� 7 (V ( PARKING PROVIDED r ( 10(9r 'X 18') SPACES - - 2 >fl� SPACES 12 TOTAL PARKING SPACES PROVIDED s K QCK i 3 f YAC; IE-D .5w (;TTh � BICYCLE RACKS REQ'D 1 BIKE RK PER IS AUTO SPACES est 3190 C-> 1 19 I 2U 21 22 Z 3 24 25 GG I LANDSCAPE MEN 1 TREPARKING SP REQD E PER 7 PARKI, , I I SETBACKS NORTH 12' FROM OM PROP LINE SOUTH 21' FROM P'iOP LINT', t 10' FROM PROF' 1,ENE (LOCATION OF DECK POSTS 40 -._-. _ 2.0' OVERIMNG FROM 10' 112'1,K IN FROM PROP LINE S. A HAMPTON MON box ? 57rJ p /l-- p 1 ........ for .............. : fiti1................... .................... .. 1 8y' Daae: General Notes Foundations Wood General - 1_4. Al? footings to bear on firm undisturbed soil minimum IS" below original and 1. All number species andrtdes to i-te ,ls follows: 0 final grade. Notify engineer before proceeding if any unusual conditions are Joists beams and stringers - Douglas Fir No. 1. These note are general in nature and 2.re intender! to set minimum standards for encot-ntered in the footing excavations. ) Nom. beams and stringers - Douglas Fir No. 1 `oo to ction. The drawings shall govern over the genert.l notes to the extend L,. Do not excavate. closer than 2:1 slope below f��otinr s. `� �c. Bucks, blocking, bridging and misc. - Douglas Fir or Hem Fi- No. 3 �. Clean all footing excavations of loose materia' by hang!• W. Studs - Douglas Fir of Hem Fir "Studs" except for built-up columns to be of 2. The contractor shall verif'v all dimensio-• and conditions on different drawings and grade: No. 2. in the field and notify the engineer of a::y discrepancies before proceeding. Concrete t 3. Contractor to provide all nccessary temporary support including temporary bracing e. Sills, sleepers, plates �C nailing blocks embedded in concrete - Pressure treated p y pp g Y g Douglas Fir No. 2 or better. for walls and floors prior to completion of vertical and lateral .loads stems Y (1. Minimum concrete comhressive strength to be 3000 psi n 28 days. Maxi:nu;n `� Posts - Douglas Fir No. I 4. The contractor is responsible for safi� iob site conditions. � l slump 4" for exposed concrete and 5" for footings and unexpos,d concrete. 2. Block solid between joists and rafters at bearing walls. 5. Live loads ' Place and cure all concrete per ACI codes and standards. -3. All plywood to be standard grade with exterior glue. Install roof, ,aloof - 25 psf (snow with consideration for drifts) g and floor ,Floor - 100 ni psfph, Exposure B sheathing eathing with lace grain perpendicular to supports. Stagger joints. See plans for tWind 80 mConcrete Reinforcini; Steel nailing, schedule and I.D. index. t t Seismic "hone Ill ` Assumed Soil Bearing - lUOU psf Real leads J. All reinforcing steel to be A-615 grade. 40• GY1sum Wallboard and Sheathing �" Place a., l reinforcing per ACI codes and standards, - - 30UU psf Total Ll_ + Dl- 1-2- Lap all reinforcing bar's 30 diameters minimum. 1 . Structural wallboard and structural sum sheathin to conform to State Building ' ,6. All phases of work to conform to the minimum standards of the State of Oregon gYp g u lding t g �� Provide corder bac 2'U" x "l'-U" to match horicuntd re nforcink�, at all corners and i code �3"/-1 1 and 47-13. Structural Specialty Code and Fire and Life Safety Regulations as currently wall intersections. Provide dowels for i'Lmotings to match vertical wall reinforcing, i 2. amended. This code hereto referred to as the State Building Code. lice plans for wall construction and nailing schedule.� Site Work Structural Steel Nailing Schedule 1. All steel to be ASTM A-36 1. All rtailinl, ". 1, Remove all organic material and top soil from area under buildingand paved areas. r to be done per State Building Code nailing schedule Table No. 25-Q p' 2. All welding to be dune by certified weldc� s. Use L• 6UXX of t; 7UXX. 6 unlCss otherwise noted in drawings. I=ill material, if any, to consist of granular material. Place and fill in lifts not to -1. All bolts to be A-307. Provide standard steelp late washers under all bolt heads OREGON !KI SOCIETY exceed 8" and compact to 98°, standard AASNU under footings and to yS% and nuts in contact with wood. S , �lS.>I,^uvv I3i Ib 1 standard AASHU under paved areas. See flans where ShawI otherwise. t>�>ict C�X�cxr SCALE: APPF?,-V L L)ay - r DRAWN UY �C LAfE1 • .� REVISED t ,,..7c,9 13W 67TH N Y 3A 011'0fO ON NO 1000H CIIAPPHINI. �'•�w"` �•+� �'��■—•Ism f Ut WIN/fG NUMUI 1, ' r " r � ( l :elII iII II iIi 1�1 TT 1.�Tfl!1iii iii 1 1 III iIi jill T1�'tll III�III iIII III iIII III III III III (III III IIII111 ' 1111111 ! II III 1111111 III IIJill THIS DOCUMENT IS LESS Tel IIi<iIiiIII III III IIIl_lll�il ' 1994Lpi , APRIL � 28 y � EGIBLE THAN TRIS POTATION2 3 7 8 9 it 11 _IT IS DUE TO THE QUALITY Na.ae� F THE ORIGINAL DOCUMENT. — -"- — - - - - - - —� t11:1 Z t3Z GFIIIIIII 9Z Z 6Z £ Z tZ O8�t 8t Lt9t �4[ taSt I IIIIIIliIII1111 Illl�lllllllll IIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII II� I 1III Illlll l III II Illlll I�IIIII IF, Illi l ll�lll I I III�I 1I 1 �EL 255' I uj I I t CARPORT i R'D,10VE 7 TREES ' ,T, 1 , +EL 2 F' ( 1 257 35 _ L 257' 17 f T EL I 1 .3 I SEWER CONN.I I - - ._ _ — _ — — - - - _ _ _ -- -- ' - - - - - - -- - - -- 1- - - - - -- ._�I _ I _ _ - - - - - --- I-- I WATER METER 5' GRAVEL WALKVlAY1E 246.11 I 1 j EXISTING PARKING LOT N I / 1. - I I \44 \ // \255.5' \ \ I I I I N, I RDREMOVE SEWCR__ _ -- --� � I I I 1E 249.67 I FOOTING PERF PIPE I Ir 5' x y - I \ _ O DITCH (� I TIEIN TO EXIST. \ INLET. " ^- — - - - - - - - - - — — — -- - — I ; I UTILITY SHED \ I� �i I I1t i� FOR MECH. EQPT. 11 a w \ I � / � � \ I TIE-IN TI) E�ifrT. l'uNE I I �{ GAS SUPPLY I I TIE INTO EXIST. J GAS LINE THIS CORNER / ;-EL 256.75' EL 257' I I I OF WEST BLDG. I �. tn N I N I I I-- - ILT� /� II I I ► I EXIST. I I BLDG. FIN. FIR. 257' 1 \/ I WATER METER I 110 ` I I SIDEWALK \\ R1 j' l I I I I 1 I - - - - -- - I - \ I N 1 I I 'aN SLOPE TO 4 ICATCH' BASIN I I I I I MEET PARKIN/G IMI ASPHALT PARKING LOT I l 11 i y I I LOT / R 255 I 1 ( I I EXISTING 9UI LDING , IE 22.9' w CL_ /' I +EL 256.18' I I I c— ` 7 00 f--- 6-•0x6-8ROOFUNE I �l / � I I I N I TY" c— a L_ --��- I ► f ' 3 W U I I I J O I I I RD I I Imo, I I I I l P I Q ( � I SLAB ON GRADEI I I + I a I V J I I I +EL 255.5 I I v I EL 256' I > I V) I N I 'ING I Ir o4 � 1 I I I12'-6* -- -- 9' Ty POLE-MOUNTED ► I L PARKING LIGHTING I I L O l i 2 PICS. EXIST. POWER EXIST. GAS b LANDSCAPE I I I \ ' METER METER I • -- — -._...._ _ — _ . ___ _ __ _._ I I I � I EL 256' I � ROOF DRAIN FOUNTAIN 1 - EL 255.92 7r - '254.2' I1I I I I I 1LID UTILITIES ( JL 80X �+�-- �_-- 31'-6" --- -- a�j-++— - 26' -�- -•-- ---_ r—.—____ 5g' �- 15' I I -- - 30' -- -- -- -- 1 O IPRIVAIL ACCESS AGREEMENT I Z +EL 254' I O V 3 V) N N Q cn L co `!.t tV � CV W c� U cn <L 1-- Li DRAWN Bl':BOB I1ART DAIT: 11 AUG 92 i I 1 12755 SW 67TIA WEHIJE 2 OF f? I F TN I S DOCUMENT I S LESS � �' rt�r III 111 11 , III III III `III 111111 111 III IJT -T-J-t�r�rJ7TiJI t(r tlt ilt tlt tlt tl►,��J� �t Iltlllt tll III ill ill ; �1 i1i ill III I I IIIII (I � tJtllll III til Illltll ISI III iltll i -• _ _ Y�. . I I I 1 I I 12 � 1 13 � i ' ' 4 � ( 15 I I 1 6 i 7 I � — APRIL 23 1994 I 10 11 1 LEGIBLE THAN THIS NOTATION, � �- � __�_ �_�-___J__-___ _ ___l_-- � IT 1S DUE TO THE QUALITY OF ' THE OKIGTNAL DOCUMENT. - — 4I 6i £i -Zt tt t 8 8 L 9 9 1' S Z �7itllN E til 8ZILZ9Z �IIIIIII Ill � �►I ►Ill I,�►Iill►,I, II9A V 1 75� 1 IQ� I Iii I i i.......... I I I _.... -. _... ...._....... . ... NOTE NDER51DF. OF DECK Rool= �I I ~��_ NEW BLDG I I W W PIED IN 5MfE7K OCK � i I •1,�.•-'''rte,~ '� �`..-• _�-`'_` I -.'-,-� � 1 I T� _ .i� I ,`'`��`1 OLD DOJO k00FLINE ! I f" _ - 2 I LI _ ,--, --y- 1__ r ._•_� TIJWLAR _'•EEL P05T`4---_ _ -- _— _ - — -- FOR' DEC ROpF __ --- �---� v -- -- �—_ —� I �i—_�� �� �I - HED TO HOUSE G rw. t=URNAC�/AC AND HIGH r ENCS -TANrLES5 WATEF. ►�`ICII - — __ _ hE ATL FrI C _, F Z5�� - -- — I IN c TGG Z55,8J, _ _ 4, — K FIN GR z 5 6� F GR 25 5 �t QEC K ` , , X,NO� C O N C KET E `�yi .,`' SIE 5715ULE 5 5 21 42 LD �, ST ELIP VEL�ION n CQ —•� m Lii SCALE 1/4'_1'0G k 1_0 RID611 M I d j 271.5 —TO It NE IST I BLE) ----•-- 2 TO It TT 1 r- it f` ___11 rfi�Uf u5ED FUTUKE KAMP — I — CONNECTING EXIST I G B I - - - -- I_._..._ _ _- _-- -- -- ` T(-)C G 5 5.61 I AIMNG LOT 254.5 i NORT ELEVATION TIO SOUTH ELEVATION OREGON KI SOCIETY JLSSt"1`pW BIDp TVarm Oreaon :ALI 1/4'=1 10APPHUV LD BY DRAWN BY LC t,A i E I I / t. 1 r+evlsLD�F\/15I�,N , ++.27. .. S► 67TH A /E1'll�F OF 9 I DRAWING N U M H t:H 14 1 je PPINTLO ON NO. 1000M CLLANPRIN?• ^"^ �.,�++�..�.�.....,-....�...,, LEGISLTHIS NOTATI �1 IIIIIIIII IIII—III—III IIIIIIF THIS DOCUMENT IS LESS , f I f —_ 1II0II �III III ' APRIL 23 1994 IT' IS DUE TO THE QUALITY OF � 8 11 91 Z - No.30 THE ORIGINAL DOCUMENT. - — �� E Z �8Z LZ 9Z Z ibZ EZ Z iZ OZ I 8�I LT i 4 [ 1r T fi Z�i �Tia,l I — 6 I 8 � IL II 9 4 tl2 Z I I�Id,�rt 1 �IIII 111111 III IIIIIilll�l l�lllllllll�llll illl�llll IIII�IIII lill�llll IIII�IIII IIII11111111I!�!IIIIIIII�IIII III II�IIIIIIIII11191111111111 Illllillll II IIIIIIIIIiII �III 19111IlllllllllllllllL �llllll1111111111111ll Uillllllllllldll i ( ' �,C, 4F �' HIGH FENCE CMS"1-! �a V!N�5 EXuTING _ 10" FRUIT TIDE 1 V4" M I NUS GRAVEL AJ U GA f�,E F TA N`--) (C K0IjND(0VI_R) p -.. - -- -� -- .� -- — .___— — _ — _. .� _ _. ._ .,_ — — — •-- ANr)y I �',� -__._.__ ._r TIGLKLILII'!� Q "JUGA KEf TAN r t: �`` PACKING LIGHT FUL c� • LOWERING CIIIERKY 51-111 OFUGEN' � � RC. _ I UGEW N„ _. �r(J 'F PA!�KiNG CURES DE OVERHANG --r- (D MO55 <.GK4UNL7CUV�K, -:----_-•.-- 1 ! l L Ll W H I T E7 SHED TQ HO tL- GAS �'J�•rv, —_—Vi I�jCA M�NUR C�iKOUN D CC)VL , F-I I DRP.IN As�IC,K I I_ I -T-f\ ( G U N D CCPVK) f��- T�i�IKL�� I I I •`'✓ATxt�,_rt T�R 'wA L L F X T L!GN T (`�E: aF TAI - -_ \\ HOL)CVL NON — - -- - R\I10DUU ND O I I Ij �/�TCH .��q�il�t-KOur- DfZrIN � �y / CANDY IFT I ; ' AZ�1l_kA_ DAY L I L I E 5 l r I CHAT N F I r J f I KUM G� rT�r?( ANCrICr'1� � �1N NIIN OK 5FCUf� D Tn I ! j KI V FP R0�; I I !�/I I I_ r'I-A5T I L r CGF:O CQVF f�) I DbA A L K \ 0 +rl F'\ C'JUDh _ - L Vt-1H _�... 1KOF r - 1, FLUSH MOIJNTkD I ��\\ l I 5H UakN FOAD 51DC (Q•E;:: .ECTOK, �MnC� I � .1gPgNf✓ E Ivi PE~ 1f 4 ^' ! / I I .51LATE 'TILL" SDG!= v\ ; wALL-w-)I_JNT--D HANGING 1 I i \ \ DECK _ r i 50Ur1-+ C0�/C�F'�-T��N'�F� CAIN , SOUTTH ,` ECK 5LOPE D ,�— f�IVE►� I?OC K I j - \ � I TO DR A I:V INTO-. T'KF_1�I(_t-( � f LAN DSeA?F F I LT E R f�ABf r, I- ( 0 11 4-` FPi�FOKATED DKAINAGL WIPE -2x4 PT LUMBER, gTAI<ES — _ .:,1.5 \\ \� PANT 15CH1 ME I I � K0 r � � Ah SIDE REFLE C � 0�, 5H!RQFUG N" ` I I "� I f'uJME TI \\ GKAS"a 11 T " I IGHT5 ?� ti' NTEPKET"IA - `�G DE I L —_ UAYL I LIE5 3 L 1 • + E1CI'c 7ED-/,Gi„.�EG�Tr r ONCR!ETf- -5L� p ,cf __ -_- -� �� 1 YLyEAVEN ', LY tAM PONS PnRK i N[, C.L121?51 DC ova:KHAN r - _ M051-` (GROUND r OYER C01_E-701 -D BARKING LIGHTING PAD RAM 00 1N KEN FUTU�?F' �hUpr� CU1\+ �," L� �1� P'~fTRI ryrT ; r N10NTE['�KE`f1A T - IF ALPINE VVHITE�AKK PINS \ ! )r - �;� _ J ., ..,•.0 v,-r,Fc`�ATiri Dr� CC KEG `y Iry - - ' � \/= \ tJ� ti' K� N 0 KINNICK'NICK G `�') Q CI, f..clC(5EE DETAI1.) -�'' I C ROUND CVE (� , r--=.- - :t , / `.r `✓ ' `,� �� P I _ F-AKTH-C,ER%,TD MOUND �E10 I 1� M � IhF wtiITEC�KK plNe `Nhlr R NINE I �' A7-AJ-P, 15 f; .l JAG►_+`+ `�i p _r Q1JN OVEN 3 r1Z �1 �,� _ __ _ _ _.__...._..__. .. __... ____.._.._.... __ .. _ _.. ..__ ...___ ` `- I 4 fPA1-':ZD F'L Tr- ' c�., K rpt a �,N C ti �:EPTh.1v J GA KEI !r\N_, _..___..�_ —_-- _ _._..._.....,._...- \`!N�' nPLECI_L=MAT � -� .� -...�-'' ----- — -- -- --�• •-__._. — I If) G)C)' 0F. Ko' HI(,+� FENCE OREGON KI SOCIETY �` JISSrri"BUXi LAT"MSPCAPE, 17T-AN SCALE: v4'� 1•o- APPR 0 E U 13Y � DRAWN BY _ DATE: l�r� II / REVISEDi\Lv+r:)ION SCALE 1/4--1'0- 1,2755 'Q1,2755 SW 6711-i AVE NI IE 4 OF 9 Ulrawws NUMEIt�+ P JO MINM ON NO. 1000H CLEARPAINT 'c ! � � IF THIS DOCUMENT IS LESS '' I r l r �I I I I I I I I I I �I I I I I V I I I 1 TTf i t 1 1 1 1 ( I I I I I I T _�. I I I I I I I I I I � I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I 1 111 I I '�""` f � l I � I ISI III ! � ! ! � L r �TT7- 61 >� ISI ISI ISI 111 til ISI ISI ISI I I ISI i1i r I I I ! li I II I I 1 I 2 I 4 J 7 8 J 10 11 Af'RII_ ��LEGIHLE THAN 7HI NOTATION, � � � _� L �— _\ 1? T IS DUE TO THE QUALITY O)r No 36 THE ORIGINAL DOCUMENT. ---- - — ,— — 1111 i, -1 �Z GZ 9Z ZF11,1 ; £Z '11 iZOZTI1TTTi I �B� L 9 j � I Z i i1'.ue11111 IIII IIII IIII Illl�lllf illllilll Ifll�llll IIIIIII 11I! III11-1111IIIIIIII IIII�IIII LII�IIII IIII�II!I IIII�IIiI llll�llll IIII�II IIli�llll III. IIII Illl�illl uu1ul l lllllll�l►Il 111 ►► 1►� (IIIIIIIIIIII11l I!Lllllll 1!II►II►!\N!! -� 1! _A FLOOR CONSTRUCTION 3/4" PLYWOOD SUBFLOOR GLUED AND NAILED OVER 2 X 10 FLOOR JOIST ATTACHED WITH HANGERS TO 6 X 12 GIRDERS FOUNDATION CONSTRUCTION 8" WIDE X 24" DFFP CONCf?ETE 5TEM WALL WITH 2 - N04 REBAR5 HORIi ONTAL AND GONIINLIOU5 WITH 1/2" ANCHOR BOLTS AT G' ON CENTER 9' 6'-6' b'-6' 9'-6' 7" MIN WTO CONCRETE NOT MORE THAN 12" FROM CORI4ER5 - OVER 12" V) WIDE: X d" DEEP CONCRETE FOOTING WITH 2 - N04 RtbAK5 CONTINUOU5 - W PROVIDif MIN 9 SQUAKE FEET OF 5CREhNED VENTILATION - ONE U ! VENTILATED OPENUiG WITHIN THREE FEET OF EACH CORNER WtttKf I- --- --- --- 6 I P0551BLE - PKOVIDE G MIL VAPOR BARRIER OVER EXP05ED snlL > LJ00R ` S C H EDU LE_� NO. MATER WIDTH HEIGHT THICK. TYPE FRAME SILL HARDW ATINO REMARKS 3 - zx6 ADER 1 I METAL. `3/0 6/9 - 1 7/8" FRENCH BRASS WITH 12' TRANSOM • NOT TO EXCEED 11 CFM/LF OF DOOR CRACK _ ? I 2 METAL 3/0 6/8 1 7/8" FRENCH BRASS WITH 12' TRANSOM * NOT TO EXCEED 11 CFM/LF OF DOOR CRACKC6) \_J L�. i FURNACE W. H. Q 3 METAL 3/0 6/8 1 7/8" FRENCH BRASS WITH 12' TRANSOM • NOT TO EXCEED 11 CFM/1- L 6/0 -1;'6 6/0 -1/6F OF DOOR CRACK CL' 4 METAL 3/0 6/8 1 7/8" FRENCH BRASS WITH 12' TRANSOM • NOT TO EXCEED 11 CFM/LF OF DOOR CRACK 3 - 2X10 HEADER 1 3 2X10 HEADER 5 METAL 3/0 1 6/8 1 7/8" FRENCH BRASS VITH 12' TRANSOM • NOT TO EXCEED 11 CFM/LF Of DOOR CRACK p� M 6 WOOD 3/0 5/0 1 3/8" SOLID COR BRASS -------__ _ ___- —�._i--�__ p �= J =° (9 - -- _ _..__ __- _--- — _ I� 7 WOOD 3/0 6/8 1 3/8" HOLLOW BRASS I W 8 WOOD 3/0 6/8 1 3/8" HOLLOW BRASS - n - L 1 DO rcu 9 WDOD 3/0 6/8 1 3/8" HOLLOW BRASS rn I6/8 - BRASS10 WOOD 3/0 - - - \ I I 9 / I I010 1 3/0 - 6/8 3/04 6/8 I y 71-9' 4 LW7 I 5/0 - 6/0 W I N D O W S C H E D U L Ew zo ROBERT z O i I 1 I n --1 z Q 0 I I NO. MATERI WIDTH I HEIGHT THICK.! TYPE I FRAME SILL I HARD% RATIN REMARKS I Q' "' I `°I A . 1 ALUMINUM 5/_0 6/0 - y - -� WITH TRANSOM • N07*'TO EXCEED .37 CFM/LF OF 5A5M CRACK j { 3 I STOU 1 2 { ALUMINUM 3/0 4/6 WITH TRANSOM • NOT TO EXCEED .37 CFM/LF OF SASH CRACK - �t r---j-- - Z 7RETURN II 3 ALUMINUM { 5/0 6/0WITH TRANSOM • NOT TO EXCEED .37 CFM/LF OF 5A5H CRACK II 1 I - AIR I 4 I ALUMINUM 5/0 6/0 WIDTH TRANSOM • NOT TO EXCEED .37 CFM/LF OF 5A511 :,RACK X 2/0 - 6/0 0 j 5 ALUMINUM , 6/0 1/6 I W /0 - 474 WILLAMETTE ST. 6 ALUMINUM 6/0 1/6 zD CLASSROOM � 3 - 8/9 � EUGENE OREGON 974. 7 ALUMINUM 2/0 5/0 g 5LADING SECTION PHONE 503 342 1 91 4 8 ALUMINUM 2/0 6/0 (A � FAX 503 484 685 0 , o za N I I I' 2/0 - 6/0 1 f ti I i f1 I I I I � ROOM F I N I SH S C H E D U L E 3/0 - 6/9 0 �. WATEP. ( I ! 5/0 - 6/0 FLOOR I WALLS CEILING FOUNTAIN I NO. ROOM ----t---- —,-- ----I---- REL M A R K S MATERI EASE NORTH EAST I SOUTHI WEST MATER HEIGH �� Q U 11 1 CLASSROOML — IJOLEUM VINYL- -7 ---�� 15/8' GYP. VARIES 9'-3' TO 13'-4' 2 KITCHEN ;LINOLEUM VINYL. 5/8' GYP. 9'-3' 3 I BATH (LINOLEUM VINYL 5/1j' GYP, 9'-3' 4 BATH 'LINOLEUM VINYL 5/8' GYP. 9'-3' ',p 3'-3' I 19'-0' _ _ 9'-3` Pop* o� 1 LL- 3 - 2X10 HEADER 3 - 2X1° I HEADER 3 - 2X10 HEADER 3 2X10 HEADER J O 1 T(-p5 6/0j w 3 4 -' 3/0 - 5/0 Io � ool 2 � w ; a � 00 (Y ___1 0 M 31'-6' LIL II j SLAB ON GRADE + L Z I' 0 Q i zIOcr) � i DRAWN 8)-.ROB STOUT DATE: F AUG 92 F L O O R P L A N 5CALE 1/4- = V— 0" <�/ -A O 3 OF �f•- w+ I F THIS DOCUMENT I S LESS 'x T11 I I I �I I I {I I 1 1 { III 11 1 �I 1 1 1 1 1 III III 1 11 11TIT 11 r11 111 r 11 I III I I I I l I 1 11 I(rr ,l l l 1 1 1 1 1 1 1 1 1 I I I I I I I V I I I (I 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 � 1 1 1 ' IIIio II I l f l I , I IIIII I I I I I I I I I I� � II II M I I I I I I I I 13 T4 1 5 I 6 I 7I I S I 11 { 1 APRIL 2�3 194 ., 1 _ ��_ � �_ --- � ... 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Kamp II IS DUE TO THE QUALITY OF NoJB r- t THE ORIGINAL DOCUMENT. �711,1111111311 I I� ..r s A k3 32'-0' _ Ld j 91-01 , CK � Ld � Ld SLAB FOR — --- - z UTILITY SHE 1 1 1 c I I tL I _ 1 FURNACE W H._1 1 I I' 14" WIDE FOOTING a 1 III I 1111_._——— —�- — ._ — — __ —_ _ _ -- • ---.-- � Ll vtt11— 1 , + T � — - - I I, �i{�t----• II--•-� I I, f i • I �� I .II ` � II 1 1• t Ij111 yii .- N. • ! • " FOOTING ' 12 WIDE Q 1 i 1�111'117 IIi� • � � ' � j ' !i ROBERT t } I 1 4X4 — .______.� 1.1_11_____--.—..—. �---•---• � � � ; + � - -- — -_ � I STOUT • ��I j I 1 r I / ..r—.--• t--- !�' __' �,�;____ ` l.7 1 ( 1 ! 2_ X A FAG51A I ` I V ! 1 I Fl I '• ! � I � I � 1 f ' ;I I I ^ j t CONINUC�S 13tOG1aNG P:f2lDGE Q Q 1 1 �e I 4 0 474 t A211 ri I- 0 I I EUGENELOREGONE97401 1 e .QUARE 10 I BUb G 51�GTION 4 i.• l� TTP OF 9 PHONE 303 342. 1 9', 4 Z 1 •!� ^ —_• I N _-- 2 X 10 RAFTERS .o—• 1 • —_ � I , FAX 503 484 6853 t - -- --- PR> -�NGME41) TRU 5E5 ----t— _ -- -- - -- . 1 Q LL - N AT 4 O.• W N .__--•• ' 1111---� 1.1_1_1 4'--. 1 � } I i I I � 1 • - 4'^O~ r I I LLJ I ► � 9 ? � i I� �' �' O .._____—. ._----� 11.11_._. • 1 � � � � � z � ~ Ln LL- I . .. ■ III •.r. r+i• .r• . 1 ! � -J L_.--._ _-- -.- O -- - — s - - _ — -- — ► I I � o � j Y( 16" WIDE FOOTING LLJ Iryi 1 l / o W 1 t o I ! 1 ! 7 I I 5LAB ON GRADE a I w EL. 25r'-1' O I I O V L.L J �y F--- ' _ ___ ------_-- --�- --- __---- - -- _ -� I I DRAWN BY:ROB STOUT DATE: G AUG 92 'R Q Q F F R A M I N G P L A N 5GALE 1!4" = 1'— O" F 0 U N D A T 1 0 N AN U PLO � R PRAMINCA PLAN --- - ----- ALr �\ 3 1 '2795 SW 6%T11 AVFNI iE = ra L5S 'Til illi ( � iiilllllll11111 { 1 fltTtittl! ! ! ! 1C i Illllllllllllllllfllflllll �, IlillIIIIIIIIIIIIIIIII ' , "� " +' +' I F THIS DOCUMENT I S L " 1 1 1 I I I 1 I I I I ! I I I 1 { I { I I I I I I 1 1 ( f l I ( I I I I 1 I lIl III II 1 . I I 1 I 111� I I 1 1 I I i 1p APRIL. 2''q 1994 LEGIBLE THAN THIS NOTATION, I I 34 7 F) S _� IT IS DUE TO THE QUALITY OFNo 36 TH:. ORIGINAL DOCUMENT. ---- — _- E til j8ZLZ 97, 71 8T SI LbI � 141111! III1l111l41 t III 14�I11�1�1111111�1111If11�111111 RIDGE VENT ATTIC FAN TO 911)GF FI_fV,' ai cr_ Ld VENT EAFfff K 8 BATT INSULATION VENT bArflff < Nu 01� KUM w, _ 0 5EE DETAIL z LLJ 0 --TOP PL SLOPE TO GRADE h FF 66 lull 366(ITU ulf uIT367177,77, 767 7776967 1 1/2" GYP BD F_ U(.,a,uuuj �UUHSOTJIUTbb QXTI_i5rv- 15- R-21 FACED It DENSITY 5EE DETAILSBATT INSULATION 2.55*_ 0 2XG STUDS Ar 24" OC-,, 4 6 G MIL VAF`OR__7 G Y, G F, T POST 1/2" PLY 13D ROBERT BARKZF! TYVEK t4-'J5E WRAP A BEI' SONG CM EYj5TNG) STOUT 112" X 12" ANCHOR BOLT___"", 2XG PLATE ?XG PT MUD HILL N 0 R T 1-f 5 0 U T 'SF T1 0 N 5CALE' 114" SILL SEALER 3/4** PLY BD XIO AT 24"ICL 474 WILLAMETTE ST. EUGENE OREGON 97401 #5 CONT PHONE 503 .342 1914 51M ON FN JOI H GER I I FAX 503 484 6859 NOT EAM OR FLA RIVER ROCK I It 2 FA -0 IiEG 5� V T 2X4 A- 11 1/2" F GR 255' I! 00 P T NAILER SECURED MIN TMOMP50N WATER SEAL To FOUNDATION J OR EQLAVALENT �E`y, 273'-6• �� i1 -- rf --- - -iIi� ,j�I 1_ I 5EE DETAjL 0 0/0 11 W)RE 000000 INSLJLA11ON 5UFFORT5 - 000 1 - #5 CONT 5EE DETAIL 4-MN 00 OO - 000;�OO 0 �0 c O ROLL ROOFING 0 09G)CO- S. �.0 0 0 0—8-t) #4 VERT 12* OC, G KL IL-KOUND MOISTURE 00( oo 0 00 0 f3AKPJER 0 0 7YP LANDSCAPE FITER - 0 0 go 00 FA13RIC II II 19 RIDGE V-4 CO Q 0 0 0 (D 0 0 C) 0 0 ()0 0001 u 0 2 - #5 d1a COST 9 HUN 0 00_01 9- 0 LiJ OyJG GRADE 11111 111_110 0_,-N_ 4" PERF DRAIN r--X < 0 0 PIPE rYP �O�0 z ",--10 0 0 0 A" N __ __ 0 0 FTG I I f I 1 00 0TM OF f I I i- LO I X 10 TRIM J1111: _111il II I- - y CD IEEE: •Ifllf i -�-._, I . . . 7 7- ( III II { il .III { 'TI I I ,__ III . I + I + I ,__ O rrn� 11-2. N. WALL 1*-4* 5. WALL LLJ SLOPE TO 1'-0* E. 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