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Plans L a1i4 G :... 4 .. s ❑ Conerei3 2.r.d Ez-I °iicrc:ng Steel ' — — — — — — — — — — — — — — - — — — EL 255' "" ie "led in Concrete ❑ Sc ,eei3 `-:cinle.. tInO Concrete Frame to ❑ ?•=.e:�:i`aa* .: 'i:o ::j,?t�tci; rrf stressireC Steel Tendons 3/4 +EL255' 7_76._ ei' . .. > C4 �y` L257' I tn t,- +EL 253.93 — =, — - :.1.1771.'. — - - — f f E 257.35 / f ' � 0 r'C:!a ":`' +.�;' ��I�:. C �" r '".rl�, ' , ' ,5r-VEL WALKWAYS a= t `':� WATER MI; E' EXISTING PARKING LOT r f 1 + 1; IE 246.11 iii �� +EL255.5' 0 „� R;” y<,_ „ z ?aa c h f HD ii-,� . ee. e . , , --F , - -, e' in I L1 - �. s " 4 3 • C J.A [ ado tr ffl�l i:L� . �,7i� rj 1 l i ( 249.67 —� FOOTING PERF PIPE ai f w DITCH i' w I 1 TIEIN TO EXIST. i 11 ¢ 1 'i D' • ec ry' I I on I ' IE 252' I 'P 1 n - -- GAS - } - - - -� 1 1 x _ _ j +EL 256.75' f 1, rn is t.; c.9 4 ra inct, , .�'�-tiort and 1i1`t ing E 257' _ i , 1j EXIST. ■ f� — 1 ;1- ' - ' g ri�Nr : 0. ti O . .,... ns WATER METER �! 11 SI DEWALK R)7' / ni I BLDG SLOPE TO 1 f 'r .1 i ? I A °�r��C o?� i I I • i t CAT H BAS N �e� i MEET PARK ASFHA4Tp:. . ^"1 E XISTING BUILDING 1 5 � _LOT �E 29' x R if w � — -- I 1i I x VD vi I i '_ _ _ _ +EL 256.18' I; , vi n ■ S' / N Q r //� 1 T W � i ji +EL 255.5' t ± _ N EV CONSTRUCTION 1 EL 256' 1 I , a 1 1 1 TYP TYP TYP POLE MOUNTED ! 1` PARKING LIGHTING I)F' FA \\Fos: EXIST. POWER EXIST. GAS - I - - - -- 1 1—� —r LANDSCAPE 2 P • METER METER O.RD CI TI ARD 9 F 1 L __--_—__— EL 256' _ _--_—__—__—_ _— __— __— __— __-- _— __— __ .�__ —_ -_ I_— __— __— __— __ —_ —_- __ j -- _ — —__ �A _._ — __i 255.92' i \ A •'' ved� ] Mechanical ! 254.2 Co i dionall Approved P lumbi Y [ J Plumbing S I i - ,;o: Follow. » ... ( J Electric ' UTILITIES - - ` - =— l` -.! I - Attached - Truss EOgiefeflrlg Permit Number: e; tJ&_ jppp� Shop DraleInp ._ Ad / Oo S'W kk }�j, Quiet PRIVATE ACCESS AGREEMENT EL 254' , By: 14 ta►74�. Date: 3 //e 1 / 1 i 3 ti v) • I N . an O -T -C Occupancy Typo OREGON KI SOCIETY � y JESSENKAI BUILDING OFFICE COPY O Vnn Tigard, Oregon Rated Corridor JESSENKAI BLDG ADDITII Energy Code SITE PLAN Accessibility Engineering N• A.F.E. No, File No. Dr. , r I 1E4 ii) 5' -9" / 6' -0" / / 6' -0" - 6 -3 EXISTING BUILDING ,k 1A1T� u/ai - u-- A • A �- 2x� v.Fd'2��r C S,A' � am-Alf Pi-4r, , ! 24' -0" ��� P ( Co Tqco a��31.� To te- / / 22 -o A4 l 6Yj e fc y /o D r • 12' -7" / 2' -6" 2' -0 "4. 6' - 11" 1 MATCH ' EXISTING " �\ � i z' -e� X e' -e. i FINISH ■41 EXISTING q � - i - , PLANE WALL C\\( r� (' ' ► a ; . \ STORAGE 1 v, . 4 .1, SKYLIGHT h Z % i r A5.0 i o OCCUPANCY) I C7 �- 7 1 0 x 7' -2" KItCHEN 1 10 I' D "ic 0 1` Ir-'` �CCUPA /�0 In OVERHEAD DOOR CO� i' / 3' - 0 » EXT LeP- U do - 1 .1. , \ °° (z) ,, u. owS (D 26 Cl = s--0 Zb )c 1 DF,JE 5" a (4.4 - i i `I.- - 11111111•••••••• 5'-0' -0' 5' -0' X e'-0' 9' -0' X 5 -0' iv 04 Per D ?EU a� 5 1 i 1 i J 8'_3" 15' -6" 11' -11" 5 ' 5' - ` 15' -4" / / 1 4 2 — — — .0 \ A5.0 © —7e — A3.0 — A2.0 32' -0" pRo?E i•'- L(r4 / 24' -0" i / / / // EXISTING WALL WALL TYPES r\ 1 FLOOR PLAN NEW WALL o =E 1 H. RATE' - _ . - , . :; _._ • WI A1.2 SCALE 1/4" = 1' - 0" AT . - :" TYPE 'X' GYP. BD. EXTERIOR SIDE. Q i cD 8 -0" ' _ EXISTING BUILDING - . ® ELEVATI ❑N L❑ ❑KING WEST 2 ELEVATION L❑ ❑KING SOUTH SCALE 3/8" = 1'0" A2.0 SCALE 3/8" = 1'0" EXISTING ....------- DEMISING N1 N R WALL EXISTING \ EXISTING BUILDING \ RIDGE \` BEYOND © Aft • ROOF VENTS 10' -0" Ili WY BACK FROM EXTERIOR EDGE j -- 4 rc=h d rrh r+=h i . i 0 '�1 MATCH . Y _ mom. . ` SID N G _ J V �. ' r ' . • FIRERATED GLASS « �llWale ` l r1iQ"l� • BLOCK WINDOWS ® %..., J0 SOUTH WALL D k 0 42.0 3 ELEVATION LOOKING NORTH . • v r ',P" = 111" NI NEW CONSTRUCTION EXISTING BUILDING Allk Mr 0 1� `' -1 4� / OPP. • 1111A 4111111111kb■ ''7' 1' • ; all c _ 2' 0 � � V / 7'-5 7/8" / 4 1 1 1. .. , . (j3 BEAM SECTI ❑N o n n i 11 9' 0" f 24' 0° 9' 0" / 42' -0" 1 16'- 0" ' 58' -0 .1 1 SECTI ❑N L❑ ❑KING WEST 1 A3.0 SCALE 1/8" = 1T" • 4 A3 0 . /\ 3 \/ -\ 12 A3 0 / , 2 - 11.1.1.111111111111\. A2.-0 ,a T m 8' -0" ( 1 2 SECTION LOOKING WEST A3.0 SCALE 1/8" = 1T" • WALL SECTI ❑N @ EXTERI ❑R WALL el I I ' irk j v / A5,1 0 • EXISTING FOUNDATION 5 / #4X2' -6" DOWELS SET 6" INTO EXISTING A5.1 ADHESIV © TOP OF SIMPSON L AD 'E' ©T SSTB16) FOUNDATION FOUNDATION. Alki■ , / / / / / / // /A %//////////////////////////////////// % % / / /// / / / / / / / / / / / / / / / / / / / / / %% • :�{SSTB16� EXISTING THA 210 HANGERS WALL © EACH FLOOR 3 JOIST AS,C a SSTB16) A5.0 BL0CKING • / 2X10 T THROUGHOUT JOISTS • 1'- 4" O.C. 16' . SSTB16) lr 1111P r '.. gr 441 41V r TB16 {SSTB16) -{SSTB16) -{SSTB16) SSTB16 {SSTB16) {SSTB16) #4X2' -6" DOWELS SET 6" INTO EXIST FOUNDATION W SIMPSON 'ET' ADHESIVE Q TOP OF WALL AND © © 4 . at FOUNDATION. A3.0 A5.0 A3,0 • / 56' -0" / 1 PIU \DATA\ PLA\ 0 A4.0 SCALE 1/4" = 1'- 0" i I D ' 0 IUUU0U0mmum UUUnnOnntlnnnummou nnnommonnnUUUUYnnnnUUUUYI D A O lnntlnUUYn- nnnnnnnUUnnnnpnUYUtlnnnUUnnvnUnnnpnUUUUUnnnUUpUUYYYUYUYUYU I I W ..:,kill ]YnnnnnnU• nwnnnnnn nntlpnpppnnnUUUUYUUYnnnummaUUYUUUnnnnnnnnnUUUUn 1 N C :::I:: 0 m . vuom U UYUpnWIUUUUUUn nuUUUn N CO I, --1 YU ' UUUUUUn monmUnUVUUUUUUUUUnnnUfUUUUUUUUUUnSUUUUUUUtlpntlnn nUnnUUU 66 N :I7 —1 f'l D X m X) x =mummy UUUYUUUUnnppnomanUUUUUUnpnnntlnnYnmslau U QU nnntlptll N) Z in Z O U) ] nnnnntlnnpnpnnuunnUUnunnnnnnnnnnnuuutionumnnmuUUUUnnusmua gUUUVnUUnun Ail, O O IUUUUUUUMIOUnUUntlnUpUYUnUUUUn UUUnnnnntltln u) nnnpsomanannUYUYnUUUntlnnpnntlpYUUYnotuu UtlntlnUUYmmun mu UUUUUU am D D > cn I tlnnnnannnnwnnvUUUUntlnnnnUnnnvnn nn nv N X Go = N T —I N 11 m I _ in X n DUUUYUYUlSI UUUUUnonpunna00UUYnunUYUUUUntlnnnUUUUUnUUUUnn llnnnnnUnnnimn D C O 0 U) M C) UUUUUUUUUUpUUnpUppn UUUUUnennann.• O pnnlnutlnnnnn •IplfUp nuuunnnUUnnunnfnnnnUUUUUUnfUUY• . .Utlnnynnat - D D Ul -A CA W / ,--• nnupmmnnnunnUUU , nnppnunUnnnUUUUnUntlnuntllnlUnpUnnnnnnnnuuUnnn , ' tlYU W I N.) X . m D 0 m „iii,,. ,a! ,,,,, 4 / 2 3 — 2X6 HEADER iii X X n N co co 1 co 0o O m - cn D Cii U ►4.1 . t 3 -TAB COMP ROOFING C =� ROOFING FELT 5/8' PLYWOOD ROOF SHEATHING (i) LAYERS OF 5/8' TYP. 11.1 HI CLIPS OR SIMILAR X GYP AT CEILING. 1 ItI!IfI!IIIl 1 I, 2 X 8 FACIA sk T / \ ►-_ fr : S L1 -1/2' X 1 -1/2' �� a - C ON U O ft. L NAIL . 6d @ 16'OC 0 STUDS / . `A � \ S7 4 lid @ 1 2' TO RUSS CH ORD / / CLIP. P. IN L1 /2' X 1 l /2' —� NAI SAME AS Ai:OVE 2 EXISTING EAVE CONDITION V �\ `„\ ��� ' \ \9•� As .o SCALE 1/2" = 1' -0" oF .. • EXISTING STEM WALL NEW CONSTRUCTION EX I FINISH T.B.D. EXISTING 2 X 6 WALL SXISTING HEIGHT , MATCH �/ =� W LAP EXISTING IL 00D L SIDING ��'� �' MATCH EXISTING 'i PT. 2X6 SILL PLATE CHOR En l BOLTS I. X 10o LA PLATE I_ pF MATCH HEIGHT. EXISTING FLOOR #4 CONTINUOUS WALL 1 � AT TO' w GRADE SLOPE AWAY II1 ' ¢ FROM BLDG. 1/4' PER FT. . � FLA R10 HANGERS @ EACH O FLOOR JO[ST. , #4 VERTICAL @ 48' .C. — COMPACTED FILL T P A 1 O TT' X 1 -1/2' CLIPS TOP A D BOTTOM @ 16' OC NAIL 16d INTO EXIST. WALL 2X10 TJI JOIST IOd INTO FLOOR BEAM f a DAMPRDDFING ON OUTSIDE I OF WALL AND FOOTING 12' MINIMUM OF DRAIN all. (2) #4 CONTINUOUS IN . d ° ROCK FOOTING, 3' CLEAR FROM ,,,, o° a' BOTTOM OF FOOTING. ut° °°0 ° • RAIN DRAIN 4' TYP. / 12" J 1 EXISTING DEMISING WALL @ DOJO 3 EXISTING FOUNDATI ❑N @ EXTERIOR WALL 4 WALL SECTION @ EXTERI ❑R WALL A5 0 A5 1 /2" = 1' -0" As . SCALE 1 /2" = 1' -0" as ' SCALE 1 /2" = 1' -0" • la ior ATTACH TOP + CHORD AT EACH THA HANGER BAY TOP CHORD BEARING TRUSSES @ 24' O.C. g AL WINDOW 2 X 2 SILL _ ___ 1 X4TPIM , ' EGG 1 X2TRIM :. ■ _ f / 5 (2) /8' G P TO BE FLUSH WITH EXISTING TRUSSES EXISTING CEILING TO REMAIN 2X6 BLOCKING 4' WALL BEYOND BET. TRUSSES I 3 BEAM SECTION A5. 1 TYPICAL DOOR AND WIND ❑W TRIM A5.1 5 h'X 16 b' GLB + I ECCU 5 i' -4 I + I COLUMN CAP [1111 4X6 POST I � ■ a BEAM TO POST C❑NNECTI ❑N A5.1 WOOD POST WITH SIMPSON BASE v CONCRETE SLAB - -RUN REINF. CONT. THRU FOOTING i 4X6 POST t i , - ABU46 POST BASE ii _ I.iia O o 0 ° O o 0 ° 00 0 0 0 ° 00 0 ° O o 00 0 0 0 ° 00 0 0 0 0 00 0 o O ° 00 0 ° O ° 00 ° �p (� (� 0 �0p 0 0 �0p 0 � (E) 2X6 P.T. SILL c ° ° � `-' °Oo(900F° 3(- No�Q���oo`)3,(- N0`'i' PLATE �III I III 1I-1 l I 11=1 1 1 1=1 I III III II1=1 1 1l1 1lI 1l1 1 �IIIIIIIII 1 IH-1 I ' f . �IIII 1I1 1lH-1 l 11 1 1 f POST TO (E) 8" THICK C A5.1 P ❑ST BASE C❑NNECTI ❑N 5 FOUNDATI ❑N STEM WALL � A5.1 W II in