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13970 SW 72ND AVENUE BLDG 1 x� r `Iu5DIG IO GI C7 IG T v.6 C.O0 El', ' 111 77 ---- (2) T 2 G,0 W WALL hAGi�s -- v ,a � i�K�. ten , %� A - �• .INI I.L ��r �E�F L- V D� IQ-Ir°'�"ID1� '' •1' 2.�1 I u� L-eT 705 LOTU Vii ,?, I'Y' I '� /E7 9' >3' I �' = 144' 1 1�UI L fJl r1 C� 1 • 1 q-, c�l 4 {�a -'-(', C- r 7'x 12' TRr�;N ' ._._ �c �� _ 72� _ _ 5' Io' I TO j'�L : �4� �oa7� -- 1X70 ,N W�L� ,1•,�jw �Nel.>aVFX P4t�1 10 .0 eJd>;. F!T, 2 5.1 Y; ."_7 R.;3 yC-4--+rJc•3 0 1 oTN�tz I -> At-1�ult �l�� �I 4 5 °fit• rT; �i�. �'/. . �- �H. I � -_--�� 1Hill —_ 12- T"H _ ! � ----- f vJF2— FL- 0 2— Imo-0 « STAT 1 ,A 12 Tr-�r+ __ ___.___ s•W-�N r I lrl v, r,-21 A- � • �T E1 Irl i \� rz�fc•LIN�� r-� 10P3'ry S \ -o oil 27 S 3 - \� = - � � ,\ �•r�i'f1RTy�+K.. . -. ' �Z !•E. I°I 1,0� 4,n-� _- - - � ' - � r76 5L-1��1'Ie-tri \ ,\sty\ •� a,,F S ('��►'1tYl / t5)wvEW^j All 400 ALBERT R. KENNEY,JR. PE- I e-1 JUING ENGINEER/PI-ANNER 503/244-9811 or FAX 244-9517 DATE I I ..• ,�, •�� ?2 A { \/�+� JOB NO. \ -- \ � SHEET NO. BUP72NAVE., 13970 Bo is n 1 OF 16 n -mr ry ti nwl n.•y, n ...,..{ 1 + ■ i "i.,!r�Y!Y•_ui1:,AY6'aAgr .. � ..•+�rrr �lM"+�t,:: -f ...._..,.._.. Y!'`'.,.,. i. +. i ,. 7 _ _ - ,. ,•., n -r.^f .. -►Rn- ... c `1 i1YT � f T 1 1 �1 T i T 1 - IF THIS DOCUMENT IS LESS � � !. � � j T { 1� � r � w ]� 1r74TT7 6 ' jfi � �� 11. 1 AUGUST 301995LEGIBLE 1'NAN THIS NO'T'ATION, IT IS DUE TO THE QUALI'T'Y OF No.96 THE ORIGINAL DOCUMENT, — --' �- —__ — _ ___ __ �• _. TE Z t1�Z LZ 9Z Z Z S Z i i 81 9t 4t Iibt SI Zt t1 i 6 L 9S I��� ZT�I�u�111LI llllllllllil !IIIIIIII IIII�NII{11{{{II{ll 1l l� { it 111111 14Z ---------------- ------- .............. 130 4- ------- ----------- Ito 124 -- 124- 121 124 z--- 7- ilb Hi0e)-o ................ 9 E:TA, --rs- 2 10 l5k ...................... .......... T_ ....................... loz ZZ C 04 3 14- Lc Gr �2� D I Cv L �-- ^-� ALBERT R, KENNEY,JR. PE -:71NERPLANWR 503/244-9811 or FAX 244-9817 COWLTING [N(- PIN �y i. - I `... ��I� ���I��� /�/ ��. 6ATE JOB NO. 72ND AVE., 13970 RUP 93-0324 SHEET NO. 2 OF is rr -IlTqT IF THIS DOCUMENT IS LESS TqqTp-r III 111pill il. 111111 prm 1995 41 41 8 F 1 41 1T" 7TT"j AUGUST 30 1 LEGIBLP THAN THIS NOTATION, q7PP I, IT IS DUE TO THE QUALITY OF No.36 THE ORIGINAL DOCUMENT. 6fg 2 16 III III l 111 11111111111111 1lll Illi IllI I I I I" I T4,11114clil 1-1/2" DIA. (1.90" 0.D.) 1/4 STD. STL. PIPE TOP RAIL qSD 8 VERT. SUPPORTS Concrel • e(111 90 O Std.cal Support, IStI, - 6'-0"Max. L ^_ 6'-0"Max. Pipe X --FLARED SIDE RAMP I . lob Mdk S OA 2 +. 5'6� 6" (BEYOND) RETURN Mph o 1" R. Tooled Edge F, N CURB AT SIM. Iv � R.6" ° TMP. ' Plate 3"x 3"x 1/4"w!(2) NEW CONC. RAMP, - #4 Pigtails O�q 6"High Curb - __ 0 HEAVY BROOM FIN. -f p 5� — — o Conc. Retoing Wall ��° '•;•' � 9 q O 0 Q . ° D3 o IR -- °°g 0° 06 �0a� o ~e —PAVING- EE SITE PLAN — e � S 5'-0" 5.-0.. \ o� 0 ` 0 00 e ----GRANULAR BASE `'�. 1111 O 0 CPO OCP O 08 O T.O. CONC. WA 1-1/4" DIA. (1.60 O.D.) ° G m o CP PAVING SEE SITE PLAN FINISH GRADE STD.'STL. PIPE ro INTERMEDIATE RAILS -TYP., EQUALLY SPACED 00 RIND WELDS SMOOTH, TYP. `J L[ � 1 . Handica �k Ramp-- 2. Handicap Ram 3. Guardrail Elevation ., 4. Guardrail Connection 5. Extruded Concete Curb p 1/4"- V-0" 1 1/2"- V-0" WIT,. 1'-0' ' (HANDRAILS @STAIRS SIMILAR) 3"- 1'-0" 1 ./2"- 1'-0" SEALANT —1"R.TOOLED EDGE 11"TYP 1-1/2"TYP 1/2„ PREFORMED EXPANSION 3 — G 1/4"X - TOOLED JOINT FILLER GROOVES-TYP. 1113" R (TYP.) I 1.. R D ►- ¢ 000 - ° Cl) v O O (D • See Plans 1'-0'1 SLOPE __� ra Do _. -- r O e''.'' CONC.- 0 •'. i v OQO O `t ° : :': '. '. - t � I� CW o° °gam 0 0.. .°. o I SD3 ° ' O ,3 O O 0 O ° d-' ° ° 0 I 6.. SIM. o CPO OCP --�- CQ GRANULAR BASE GRANULAR BASE c� �° O o - -! i - 'O 00 0 ! I C �� O SPACE PER PIANS OR NO GREATER THAN 5'-0"O.C. UFF WHERE WALK ABUTTS FOUNDATION, CURBS OR WHERE SHOWN ON PLANS – SPACE PER PLANS OR NO GREATER 9 ! 6 THAN 20'-0"O.C. MAXIMUM - SD3 4 Weakened Plane 5, Control Joint 7. Expansion/Construction Joint 3. Concrete Stair 9. Concrete Stair 10. Thickened Edge Curb 1 1/2"- V-0" 1/4"= 1'-0" I - O-a 4- 1 1/2"- V-0" 1 1/2"- V-0" • >� (t-hGN FLOW) —Class"C"Asphaltic Concrete E oL)T i q3. �2� �t OSS too I�ivw ��! N D J �I ZED p•.: 4i �•a: Aggregate Base Course -r' I -�...:.,: '•�A•'' (1" Mlrwa Crushed Rock) Q.�: a: a, a�• 4� � 4� 5'-0" a PARKING STALL _ /� (� ,Ca -}- /',,., Prepared Sub rade l 5. I o f)j I �I It I Flow (5o rt ro I 4.c•' 'o: ¢.o: e:.:.,¢� Q.::.• P 9 l 12 11 1-�r ...... :.... .... lNOTE� }.... _..; ;.... .....1..........;. .....i..... GRID IS FOR GTS t ..... .....1..... .. .... ..... PROPORTIONAL �It�L ---- -- -- 7�`_TE `�30 , i I..... _- COLORS: L _..;.._ .....1 _...t._.. ....,. . ....:..........,..... Q REFERENCE ONLY, �L �( 414f O WHITE FIELD W/ I_-.. .... .... ...... ..... .......... ....�..... NOT TO BE PAINTED. Parking with \ ep�a1\\ � j.M.V.Dirahled BLUE LETTERING .... . ._. . i _4 _ i.... ...;.._ ....... D CENTER IN HDCP �%� .. _ - Pennit only. t.... .....i. ... . Y CJ1 vN v , '.... ... ....�. _.... .......... STALLS A3 PER �� • �nletort y�'i'cct In .. 1..._ . �..... SITE PLAN&CODE T -�- i J - COLORS: I ; .. . .. ` d - L twin under ORS l a g BLUE FIELD W/ --r i i Pavement Section N I.h2(1 and n fine � ` i I �J � � % �• I .�• t4 W�iITE SYMBOL � j _.,..... � btu$25t)under ti I ...... .... ......... r' (2 p I \ �,/� �/. No Scale ()RSRI1.6I5. MOUNT ON 2"DIA. STL. _ _ . ....... ....,.... ............... .. i..... I "@ PARKING. POST,CENTER SIGN � .. ... 4 @ 4'-0-1 ABOVE GRADE `._. I .. ....._... _..j.... _ �..... STALL - - & CENTERED ON _ PARKING STALL, ° vo l _ _ U.N.O. L. L. �. 1.. i.. —___ s ........ .... ._..L.... ....;.... _._i..........�.... .....1..._ ....�..... ALBERT R. KENNEY, At PE K ---- -__ _ 1. q 1•o ���s`'�f,�� .y CONSULTING E SON�/PIANNER 503/244-9811 or FAX 244-9817 DATE \"''g, Pi_c� FINLANDIA BUSINESS CENTER I1_23-93 S.W. 72nd Avenue '�. f''�'R -\� TIGARD, OREGON dica 12. Handicap Symbol 14. Foncl Outlet F low' Control I ArcLi an���N " �' Joe"o. 93088 pian p Signage p Y C� ra I � ��, �, �rdf �►' t t, `,; � SHEET NO. No Scale No Scale SITE DETAILS SD3 72ND AVE., 13970 BUP 93.0324 3OF10 t ..... , . �1'r' rT�;� T TTTT >TTTT jTITF 11111 T�T�1�7r11ITr ' ! 1995 ' I 1'H I S DOCUMENT I S LESS I1� AUGUST 30 LEGIBLE THAN THIS NOTATION, 10L I 11 AUGUST IT T_S DUE TO THE QUALITY OF No.3e THE ORIGINAL DOCUMENT. - — — 2111111111131111 9 Z 81f, 111111 �T11111111121111111111 t gTLT9t 4T 6�t Ei � Zi t t�11ALL&111911 9 SZ ir�u.IIIIIII 111111011,11111!III IIIIIIIIIIIIIIIIIII Illl�lllllllIII�IIII I II� 1 II 1�ul�I��ul�u�Illllllll IIIIINII IIIIIIIII Il�lll � llUllllllll Illlll1J WIIII IIII IIII Iultlit ul tiltli► it I r••1 IL l (/ / •.o + • \ sl -- P�VrL ►.'fib F� 1 J � n op � LT�lzz ° e • . d I _ 2x Woo v FO!5, i �AtJIUS '--1r OT EI-epLl El - i . . _ _ NI��i✓12.1 A L. _-- 'rG � ��L DoT-- T�Lj �-- 1 o� � T rz� t4G� 0 ' s,ft4 D of N �ILT�Iz- i� MIS• - _ 4 LD ` ' o SII-7E� FAI?�FLIG i r °S e u 8 T /.� � ° I I Hl I ,NATER e C,1-40 TI(aHT) _ � s I 7t ` ' p,4l I G • 6 4IL . .` SwAl.c II g o, � �T ,`� >3At, - i � wA � I \ � o O Flo I'T H '` ��-� ALBIERT R. KENNEY,JR. PE �► l L.- �' L `-- �Ebl;� � - - --� CONSULTING LNGINEP/PLANNER 503/244-9811 or FAX 244-9817 II: �.� I • In '�` - -- _ - - -- DATE I if t11K\� .a C•1 N .\�i.i e3!V0 rA � patc�M y f: JOB NO. I 72ND AVE, 13970 SUP 93-0321 \ -� r n ,OF 1• (N,f wtN a,Uf PNINT cn S W �1 TIT jr IN Tvol- . - 1995IF THIS DOCUMENT IS LESS I",-'I � T AUGUST 3Q3 LEGIBLE THAN THIS NOTATION 4 ,L IT IS DUE TO TilE QUALITY OF THE ORIGINAL DOCUMENT. E Z BZ GZ 9 L Z �I Z iL � t BT Gt 9t 9lT .II ZI it t 8 L 9 { I II 1111111111 Ill1111�ll111111111111W1� II 1111 llllll11111111�1111 Illllull 1 1 II 1 111111 �lll I III 1 � i� 11� �� I I VIII . � flu III 1111111111111111111111111 ull Ili llill11111u �ull IIII Al Illilllli.11llllll, VIII I I 1, (6) PANELS AT 29'- 4" = 176'- 0" 2..1 2.1 2.2 2.2 2.3 2.3 20'- 0" �- EL 124.00' � EL 124.50 CUT TO 1V:1 1/2H EL 115.00' 1 EL 111 .50' - _ �-7 7 -_. ELEVATION (WALL AT NORTH END OF PARKING) ELEVATION (RETURN @ E. END N. WALL) A 1 '— au 30'- (3) PANELS AT 2 6'- 0" = 7 8'- 0" ------ _ . . 2 EL 114.25'- � 11300' SD-6 a � 1 SO-6 s —6 5D-6 EL 113.00' 3 EL 110.00' _ JrAL rT SOILOPE 4 I i / I STANDARD BAR CLEARANCES L _ � _ � r_ _ � � _ � � _ r�� - _ EL 96.00 _- - - -- , — = _ _ ' TOP ' WHERE FORMED = — _ - - - _ - - -- F 2" EXCEPT MAY 8E 1 1 2" O 4 2 SLOPE 1/2" IN 1� WALL SURFACES / „ FOOTINGS 3" SIDES AND BOTTOMS _ ELEVATION (WALL ® EXIST, BLDG LOAD'G) ELEVATION (RE-TURN @ LOADING WALL) C — D 1 rr _ 1 ,_ arr 1 fg' -. V-- d' i RAILING (IF WHERE NOTE! RAILS NOT SHOWN FOR C LAR TTY EL 105.48 ' OCCURS SFE PLANS) G.I.P. 8"T (2) # 4 CONTIN 3 #4 O 10" V tic 6"H #4 0 12" 0/C SD-6 2" CLR OSF ? v BEND INTO FTG l SIMEL 105.25' • #4 0 12" O/C SD- EL 105.25' ♦ " �[ (2) # 5 CONTIN. - •--- 7�4 .. I, 8" 5 1f2 5 - 7 7 I 2 5 CONTIN ---� -' z MIN 2" DIA WEEP O 3 BOLT IPVS{EKYs N4 0 f C STOP t/2 BARS UP 5'� ) # \ 0 � 4 0/C (OR DRAIN 9 do BOLTS O E #4 O 12" WHERE HT LESS THAN 5 ) � r... TO DAYLIGHT) -��" 1 B" O/C 5 O 12' 0/C LAP 24" (MIN) �• KEY FROM 2X4 ~- EL 95. c ' � / LOWER REINFORCING I `� EL 9,x.00 #4 CONT # 4 O 10 " 0/C ---�---____-._., •� _ lam) - - - - - - -4 — _ — — — ALL TAPERS 1/2" IN 12" • 16"X 1 Cr FTG MIRAFI DRAIN ON WALL FACE (TYP) S ti 60 \" WRAP AROUN 4' DIA SLOTTED DRAIN 5 O 121NCHE� 0/C HORIZ O WEEP HOLE ELEVATION " _ S CLR ELEVATION (WALT_ AT S. END BI_.F)G # 1 ) E LEVATI 0 N (4 RETURN) 0. • N PANEL TYPE 2. 1 DETAIL 2" DIA WEEP HOLES O 4' MAX O/C `� �` 5E # 6 O 5" 0/C ' � 3 • o PANEL TYPE 2.2 W SCALE: --_ GENERAL. NOTES I SE # 6 0 6" O/C ,n 16" X 4" CONST PAD CONTIN -----•-- I _____.J - � M'4X✓� � RAILING (IF WHERE VI PANEL TYPE 2.3 1, REAR (SIDE AGAINST SOIL) OF TILTED RETAINING WALL PANELS MAY BE (EXCEPT FOR THEIR UPPER 2') jj �_�,��� OCCURS SEE PIANS) '� _ w SE #6 ® 9" 0/C --J � � � � I• FORMED AGAINST VISQUEEN OVER COMPACTED SUBGRADE, CRUSHED ROCK BASE OR PAVING. FORM y KEY FROM 2 X 12 (TYP) --- �O now J (2) # 4 CONTIN P ER ' WITH 1/2" G. )W. B. OR EQUAL OVER FORM SURFACE. (THIS WILL REDUCE 13AR CLEARANCE TO: I 16• T X 2_'- 6" FTG W/ # 6 BARS OUF3LE MAT WHERE T GREATER !I ? c� " O 12' 0/C V. HAN 10 T INSIDE MAT TO BE Y _ #4 A 16 0/C �'�• 4 O 18" O/C hlN -----__ U BEND IN FTG 2. CONCRETE STRENGTH'S 1'0 BE F'C = 3000 PSI 0 26 DAYS (MIN) o _� REINFORCING TO BE GRADE 60 DEFORMED. ID \ w '� • tT o/�: - b a 6" _ #4 4 12" 0/C 3 BROOM FINISH ALL EXPOSED CONCRETE WITH SLOPE LESS THAN 1": 12" , DIA WEEP HOLES O 4 (MAX) No ALT 9ARs t4 .� �• INTO SLAB a a` J MIN � 2" DIA WEEP 0 4. COMPACT ALL SUBGRADE ENDER FOOTINGS AND USE CRUSHED ROCK LAYER AS BLDG G'S IRAF1 DRAIN ON WALL FACE (TYP) _ _ �' 4' O/C (OR DRAIN{ IF INDICATED. RAP AROUND 4 SLOTTED DRAIN I /4 • ,2- o/c TO DAYLIGHT WEEP HOLE ELEVATION _ I f ) If C ay W/ ,,R' � KEY FROM 2X4 -� 9 -1 •• 1 g' X 4" ERECTION PAD CONTIN �=�Y STUDS t o/cAmPE 6 AT 1 r O/C 3" CLR ----- --, ! - -- - 5A3 244-98�11 FAX 244—'-9817 _ - _ l ____. P�wKa SEE Pur, • w KEY FROM 2 X 12 (TYP)/ COO — �- -� FM x � J + 2" EINLANDIA BUSINESS CENTER °�"� 11-28-93 DETAIL 12-29-93 3" CLR f�c,=i'� ;,i ri 4�R; S. W. nacrd Avenue 1 KSWAY, IN A. 3 H ��- `� eac+d �' 'fIGAR©, OREGON SCALE: 1/Z" - 1` - �' --WIDTH -1i/2 + 2 w 1.1 , . DETAIL DETAIL _.�.._. DETAIL oa`°oH s� �� ;;�� „. ���� ��r RETAINING WALL DETAILS 2 ----- 4 5 72ND AVE., 13A7� SUP 93-0324 SCALE: 1/2" 1' - Or'S OF SCALE: NI'S SCALE: 1 -- r.� �rrr unrr r�..,�i"..r- - __- - - - - -- ..�.a.�•�r.r.�r. ..�.�� ryrr�...�.r�i : MMIbF.V.MrI...,....w...v m..-rwrw ...., ..-..:... .,. .,.,..... .. • ': .•.- y r a _ �_��> ,I _TT TTTHIS DOCUMENT IS LESS rI A , GU� r 30 1995 I F oLEGIBLE THAN THIS NOTATION, 4 6 I'T IS DUE TO THE QlJAT,1'I'Y OF No.311 ®•�'��`• THE OkIGINAi., DOCUMENT. £ 6Z vBZ LZ 8Z v I 7, f� _-��-' TZ- Z I BI I11L i ST $T . . t'i £T Z�T I TT T 6� G 9 9 £ I I� iTaal'►� 11II 'I� 'I �I Tlllll►►j111J�11111 IIlI�1W�111�111111111111111111�111lliIIIIIiIIIIiIIINIII I{Iilll�lifllllll�ll �I II I�I I { ill l�I�WIT��IL I�Jllllllltl�l � III ilk 1111111 a ulll �lll III 11 I I1 111 111111►I{III,IIII�f► Ii,llllll ,Ill III► II{ f 111111 � 111 6-00 max. 5 1/2 _ 1 i/2"m rop fwd vert (2) # CONTIN «upQorts TO'- & BOTTOM OF WALL (T'YP) 4 0 10 " O/C HT = 4' - 7' (&E UPPER 0 E b7 O/c ALL WALLS) � � 3W "' Cheke Link FI&JI0: Vlollde HT - 7' - 10' ' USE # 5 O 9" 0/C HT = 10' - 13' • USE #5 O 5" 0/C (STOP ALT O +6') HT = 13' - 16' 'I USE # 5 O 3" O/C (STOP 1/3 O 5' & 91) • r' --I 1w a►Boom HSM -r'aor►Cro1e tLeb WALL TAPERS O 112- PER 12" _ -_ W L -•-Finish SuAsce WHERE T EXCEEDS 10" ADD MAT AT INSIDE /� W FACE OF # 4 O 18" O/C EW Cham Link Guardrail MIRAFI DRAIN FABRIC BETHIND (TYPICAL.) � � w NRAP AROUND 4 DIA PERF DRAIN PIPE - - AT ELEVATIONS OF DRAINS > (• ' 112*VeRUTst�pports Top ReN 2" DIA DRAINS O 4' MAX 0/C 1l9 f 1M� 3W 0 Tube VerWab KEY FROM 2 X 12 -- --- --------� •� -.. - - - 6" CONC PAVING W/ # 4 O 16" E/W (• # 5 BARS AT 127" 0/C 0 14p I I k I BROOM FIN �� I e _ fl� OEM1 1/Z"Cl Tut®t3toth F%N NO JOINT �_ 1 CONTIN ERECTION PAD 6"WIDER THAN WALL BOTTOM BY 4" T _ ----- -r w• 771 2/3 H 16" --N4 (MIN) (MIN) Concrete Curl �. Finish %tfm e DETAIL� _I Guardrail - SCALE: 1/2" = 1' -� Cr NOTE. RAILS NOT SHOWN FOR CLARITY 1zz, V-0• ,,tiTr?—Y 44ALKZ COWL. j (2) If 5 CONTIN T & 8 5 1 /2" # 4 O 10 " OC HORIZ el r4A 18" 0/C EW - _ SLOPE SLAB 1/4" PER FT 6' FROM FTG C STOP 1/2 OF BARS UP -.�� O 24" 0/C __--- Lfe .. B ----�- /i •j WALL TAPERS 1/2" IN 17' WALL TAPERS 1/2" IN 12" •� (5 1/2- T AT TOP) # 4 O 6" 0/C STOP ALT BARS - COVER WALL FACE WITH MIRAFI DRAIN O 6' ABOVE FOOTING MATERIAL (TYPICAL) & WRAP 4" DIA PERF DRAIN LOCATED AT WEEP HOLE .I COVER WALL WITH MIRAFI DRAIN FABRIC ELEVATION — (TYPICAL) AND WRAP A 4' DIA PERF PIPE -- ---�� • I �' LOCATED AT DRAIN ELEVATION. I > '4d- KEY FROM 2 12 ----- / x� W DIA DRAIN O 4' 0/C `` I 1 R" DIA PERF DRAIN TO DAYLIGHT (IN FABRIC ENVELOPE) 1 1 Y X 4" CONTIN ERECTION PAD ' kEY FROM 2 X 12 6 SOIL HEIGHT VARIES • \ aLL BACKFILL BEHIND FOOTING 6012" OC i� / TO BE COMPACTED CRUSHED \ \ ROCK (FULL DEPTH) J • w o -•� - z •� I �� �w �� sir • �� � •'- . � t r DIA DRAINS AT 4' MAN /C --- N 1 Ir X 4' CONTIN ERECTION PAD60 PE AV NO 11111 5'! °nCONSUUM503/244—'981 1 FAX 24 —' 17 . 4 98 FINLANDIA BUSINESS CENTER Dk1g 11 -2693 PKC I- 12-29-93 DETAIL DETAIL , g` u't F �'";- (a2 ,� r.,, S. W. Tigard Avenue" '"° TIGARDP OREGON eu v4VE, 13 SCALE: 1/2" ,' - (l SCALE: 1/2" ,' - d 6���•032� N70 OKr 60K � � 11 1 b RETAINING WALL DETAILS ownw 93M I Vag .,;..,.,._. ' IF THIS DOCUMENT IS LESS � I� I C FP 111 Tt T TI ' !� ,T. ` T11-]Tr 1� 1�1� � I 1995 LEGIBLE THAN THIS NOTATION, 1 _ 4 J g lO 1� AUGUST 30 ti IT IS DUE TO TI QUALITY OF THE ORIGINAL DOCUMENT. F ILIII ILII III�IIIZIIiI I III �-I- 1l—,l-ll-lll-lllll11111�1111I —Illllllllllll�l�l111i1111 11I --- 611IlR LIIII—IIIII -- --I�ll-llllI►l-l -_I-I-I�I�IIIIIIII i II tIUNM IIill�IiIII V1I L IIIIIIIII8ZIJIIIIIIIZIIIIIAlmi6i TIlllllll IllI II� i .J P2�0 T/4-1 L- ►I.-E,� SfP6,IW-v tillI Ott,,/ ,I,I -• •• _ _- - - - --- __ — - _ rli I 0Y+' .� -�. +� �> �'`•F�- `E%X I:-�'I tom ) � 1 qD00 rhe �I VIS+� -r u f — 017 ;;•., • `¢✓ `Ufl VIP- — G 1 4L� � I� �u�zkN� ��J=,rr�IJ�'1��1 , p� � To��l� IBJ Lr.rJo �F��r: F �+, � �'t�=�.-,� tom+---�r...�.I✓ PL_,a,�T'I�f� . 2 . TIO Oa •3. F'I�;� i�A►�I�U� �I�our►v �,L,L. �H12uP� � T-t�.���. 1 I'• - �j1111..�1�� � I Y wIRE 00 LX AHP PIR54,T yllt V- ut4rl L. �'I _ _ -----'---- --- - `\ i x }�©�.•T-r� . -��� � , � ��' �� l{: I 1',A"' C 240 r ALBERT R. KENNEY,JR. F C;C)NSULTING ENGINE[R/PLANNER 503/244-9811 or FAX 244-9817 DATE 7&+-- �� Iv 1 P -23� n� s ► 110�4 _ JOB NO.,;, / 000 3970 `f. SHEET NO. 72ND AVE.,AVS. BUP 93-0324 I� OF 18 _ ?TI-�TTT -1 i 1 T T 1 T � I � I rl l i. 1 1 , ,.. -• --.. _ ._a., I F' THIS DOCUMENT I S LEES T7FI 1 I ' 1 rt I 11 AUGUST 30 - 1995 t� ' , T I ( 4 1 6 I ' � U18114 11L�EGiHLE THAN 1'HIS N07 A IION 1 � ____ __ __� �� -.— -� 11 I'I IS UUF; TO THE QUALITY Y OIC __ _ THE ORIGINAL DOCUMENT. 8F3111 LZ 1111'Z11 Z ZT � tT t 6L �IIII, IIl�f �l� 111� ►�IIIII Illlllll�ll�l11�►I�II�I��T►�i►TII� li t.+ r e • G9NJML MMES AND SP91"IFICATIONti ULDII[SGS-#1 s j 2 (SHE LS ONLY) TENANT MODS BY FUTURI ')ERMIT) , l" /;'.}�7 •` A'.�F .,N*•a�iNt. . T.--F. fY,iSf.`4 1..'',z'-,,1',%.q.•�1� .i 611 !l•. r'u .._y..�.,•. . ._.. •. i••h K .r J'1..L1, ;. :1: ,r ?, DIVISION 1 GENERAL CONDITSOMS .. DVYSXCt!# 6 CAAi* RY (cbrit'�} ,. .. . 1 . Drawings reflect the ftnal configuration only unless spe old •. 3. A1.1 wood in permAnent c:ontetct with concrete or masonry to be otherwise. The contractor is responsible for temporary anti/or proboure treated parr the reeq' s of. ASTM U-1760 ; excerpt ledgers in progress stability a safety of construction. 4X10 & larger may be protected with 55# felt or• gals . sheet metal ! 2 . Verity 4 confirm oil diaeensionsi a conditions prior to fabrication (Senalle?r members must be treated. ) or construction. Notify a coordinate any change& with Fngine er 40. deans to be laterally supported at all zolumns by use of Simpson before proceeding . "Y6" braces (or approved equal ) . . 3 . Specialty sub contract designs , drawings , & cal.cs are to beau 5. Nail all Joints not spestcId else according to table 25-Q UBC. (as appropriate) the seal of a Professional Engineer regisatered in this state. DIVISION 7 THERMAL AND MOISTURE PROTEC"UON 4 . A.ppl ieable code 1991 ed UBC as amended by the State of. Oregon Design loads: ,. 1 • Rooting to be Owens Corning #33-IC with white cap sheet:. (UL ` claps A WL # R•-3533 ( :4)0) , A) Roof. LL = 25 psf �. Intwulation ,-a be: .8) Wind 1 jad - 80 mpht B) C) Seismic zone 3 r ,�) Floor 1 ) H-7 rigid at perimeter 24" wistisnusrt width (vertical.) . ` D) Soils capacity 15G0 psf ( UBC type 4 (lrersrecueessd) ) z ) Underly floor with a ( (1 ) perm or less ) moisture barrier.peecial insac>4:ctions as required by chapter 306 of OR States. Building 2 ) Walls - ( futurel) Code and this office are: C) Ceiling -- (future) A) All field welding and bolts whose primary leading is in 3. seal perimeter (windows doors etc. ) against air filtration per tension. k reg"irements of ^'h 5303 State Energy Code. D141SION 2 SITE, WORK 4. Flashing 4 scuppsrs to be 24 Ga Gal-v. 4 painted. Prcvi+de+ tlaashing etc dolor marched to cornpAlerte, 1 . Footings t o rest ott' a crushed rock protection .layer (as described be)•ov) on first undisturbed natural 'soil 18" (dein) belowdiVTSION B DWRS i GLAZING finish floor/original or final grade. Over excavate .if necessary .1. Glazing (liew) to be in accordance with chapter 54 (all ) Uac & to firm bearing. Compacted crushed rock may with engineer ' s -0"be (safety glaze#.� when in or within 2' of doors, in Cather approval be used to bring up graide to originally intended levels . bas;a;cciaexs locationsanti/ar as regeli]-Xt3cl by ANSI or UBC. . Iemied.i.ateel after excavating for footings, cover bottom of ezeavation Y 9 m3 2. floar€e in rated partitions or walls to be rate;ti, rating to be ukth 40 (satin) of crushed rock to help prevent pumping and/or disturbance 3/4 of- wall rating except must matchwall rating in occupancy frons noistur'e or foot traffic. Form .and place reinforcement carefully ,. sop*ration wells. to potent disturbance of the subgrade. Excavate any material. sa � 3. 123a►zing to, meet requirements of Section 5303 ( E) of the St:.atlt distur%" an4 rapiaaecae with Crushed x)Dek. Anergy Code. 2 , F,aving to be 2" AC on 6" (sa.in) crushed rock. (at parking ) a 4"AC 4... ' Kevin exit doors shall be openeabie tram the .inside without special on 8" crushed rock at drives. Materiel to be-4,tegon State "class 0owledge or effort or shall have a sign xttachtd stating 11" and blend with existing grades at perimeter.,10 existing const. „.. .'. •TUg DOOB TO (REMAIN UNEA)CKED DURING BUSINESS HOURS`. 3 . "scape to be located as shown with all material according The sign shall be in letters not less than are inch high on a to 'best industry std' s a guarant".d for one year. All landscape contrasting background. Wren unlocked the doors shall be free areas to be sprinklereed or accessible with hoses for watering• to swing without operation of any latching device. Contractor to submit "cut" sheets of latching devices to Bldg. DIVISION .3 CONCRETE Dept, for approval prior to installation. Devices to comply with. 1 . Concrete to be f ' c = 3000 psi @ 28 day UON. Protect all concrete Cly 3304(C) UBC. All required exits (and/or 50% minimum of all Otil sufficient strength is developed to prevent damage, where doors) shall comply with prov,vions of A.N.S. 1 . 117 .1 i A.D.A. 3 specified; water reducing admixture 6hail: be in conformance wi h Handbook EEOC-BK-19. Handlers to be lever, push .bar or "U" bar. ASTM C494 and used in strict conformance with mfr's recommeadotions. 5 . Sill ht to be 112" maximum (typical ) . •(Type 'F or G matt, be used when ,dump is less then- 10" . ) Unleslss ; speed else an air entraining agent shall be "sed in all exterior DAVISION 15 MECH 4 PLUMBING horizont. '. ( less than 1/2"/foot .slope) surfaces exposed to weather'. 1.. Mech a plbg by separate permit. Mech to provide ( 15) cfm/ occupant The aesuuct.,t of entrairead air shall be 5% a• 18 by volume . ( .5 ofne must be fresh air) . 2 . Concrete 2trengths to be: Call at 28 days lab cure) 2., All equipment and ducting etc. to be anchored/braced for wind ' A) to. e i :: ;5 , f'c = 2500 psi andjor seismic loads spe3c1d in div 1 ; bracing shall comply with 16) slabs, f 'c = 3003 psi the SMACNA Restraint Manual Guidelines, For Mech Systems. Cj walks a paving , f 'c = 3000 p+i 3 . ZU)tGY REQUIREMENTS D) Wails , f ' c: = 3000 psi A) Equipment performance. 3 . Reinforcing to be ASTM Cr 60 (deforme,,) UON. W'WM shall conform 1, Mech. ventilation syss. (s) to be provided with a readily to ASTM A185 . Reinforcing to be welded to conforta to AST'A A706. accessible shutoff. . Ail reinforcing to be securely tied in place and supported 4a 2 , E:qu;ipaient to have efficiency rating( s) per section required to maintain spe c ld clearances. Use non staining chairs 5304 a Gables E thru J. at exposed surfaces. 3 . Heat pusrp( s ) ( it used) to be equipped, with controls 4 . sic laps to be in accordance with ACI 318 (latest edition) to prevent supplementary heating when load can be met 5 . Typical reinforcing to be (UON) 0.0025 is emee bob cross soction by the pump. area with bar: spacing, not to exceed three times the member thickness g} Dur.( insulation to meet the repeat:ement$ of Gods section or 18" (placed in center of section) . 5304 (c) 6. Typical bar clearances: WON ) + C) system controls to sheet the requirements of Codes► section , A) Earth formed surfaces 3 5306 Bj Weather surfaces - 2" D) Mint. piping and plumbing to be insulated per requirements C) Wormed slabs - 3/4" 7 . Concrete finishes to be smooth troweled except broom finish at of Cade section 5.307 4 530 . E) Meeh ssubcantratct+a.- to provide evidence of cornp.lience with ramp( s) tt exterior flatwor-k. above in the form of a completed "Oregon State Energy Code 8 . Typical wall reinforcing to be #4 9 12" o/c 81W, and two #5 around worksheet(a) . openings (extend 2 ' past ; and panel edges. Provide bent baso at corners of openings arid inside earners where 2 ' lap it not DIVI9IQN 1.6 ELECTRICAL possible. Corner Cars riot required at outside panel confers 1 Electrical by sepaxote permit.. except where so detailed/noted. $. Electrical ( ( lightin:4) if installed prior to tenaht txtods) to be desigAeed to comply with provisions of the Or+agoa Energy Code. DIVISION 5 METALS r Electrical subcontractor to proui.de evidence of coApliencee with 1 . Steel to be: above in the form of a consplet*d "Oregir>' itate Eneargy Codes Al Plates 4 opecn 'sections - ASTM A-36 ( 36 k>si) worksheet( s) . 9 0 Bolts - ASTM A-307 C)' Tubes - ASTM A-500 END OF DOCUMENT D) welds - AWS E-70 ( 4" TION) 2 . All steel to have a shop coat of rust resistant printer and be coated with an asphaltic emulsion where below grade. 3. Fabricate & erect steel according to A1SC spec' e . �tfJDIT�I�(�f�L 1�T"�G , 1 DIVISION 6 CARPENTRY I. Ri3er"F-c"o�,i I=I�IS�� 1. X11 structural nails to be "common" or gale. ( hot dip only) box. ��� � �{1� !!a •sinker" nails allowed except. at non structural partitions. � f �,� T 2 . Luthbet grades: (Verify available material ) . Material of different re P. vafz_ specie or grade may be substituted if providing equal or. better " C) w,�LL'� : ,, T�o �YUMI e design characteristics unless prohibited by spaecificat.ion ,ear A1t45d-07 e WPl.LLS P>Ef'�IHP #him a AGaNT drawings. Grades s peed are based on values contained in tablie _i 2S-A UBC; some grades (as Canadian) may require upsizing or "ja '("e�ILt�'r � UF204P.L.� d�- MSX- �r4T, uparad i ng. 71) Sub purlins ^- #1 4 better Hein-Fir 2, I`�/I ,T.IU G'� U�2. D rroC�lZ� rll� WI bOv�/S Tt:) e5t-, OefZ711=lep 8) Plat es 4 blocking - #2 a butte-:' Hein-Fir AL:Go I70 G' M E 2Gr✓ o 01 `57 cif� f: - 'Ok a C) Lo4gears - #1 & better D?-,1. ol� w�(��/ 6H CF(44-%CK{ At-` j 1 I GFM FOOT off a) Purlins ( 2 1/20 ) - F 2000 , F 1459 (industrial ) with exeriax glue, radius * 1200 ' "+ E) Glueelam bans - F' 2400, r . 165, (induPtrial) _ M.w _..._. - - ..� - ... with a xteerior g tse;t , lord wYapeed, with radius : 20001 I G} Rauf ahsattsit►g - 42/24 ply. ©98, or "COIg!LY" With exteytidr �. �J' � il p'•� PO2. ; g4ue. aai>i*4 with 10d (hot �t 1,? onay) gals box nails acecordxng .t4 nailing shown on prion. A�\ TILT- U f' M,64�LL. P,"N"'C-,L". 7 continued next colomn GC; C, .5--T"E-- 0\/eF2 o • A L I. Ot4s{�- w D{ ALBERT R. KENNEY,JR. PE 1a7 E-1, C. I^L _rn P­7E-�' gam- (_X_)NI ll_.l W-7ENGlNE�R/F�l_ANNE(? 503/244-9811 or FAX 244-9817 � ''��` 1 l �J �`� DATE 1 - TtP -r'�-}rte �IY� o -j"Ic� D r�0 {L.DIN � 17eP+ TM�t`IT• , � � jvl eaaees --- (,.. \ •'...-c --- -- ---- JOB NO. _�O 6-7 _. SHEET NO. i 72ND►,VE„,3970 �� KENS+• i'• .0324 BUP 93 OF is .n nna es tF�• ^ uxs:_:Luu--z..nrx•_rz:. �...,_..,.., .-. o •, - w.lw .�.. wr..--....+�rr•ww..+.n.. _._..�.....�....-.r.,+.• IF `('HIS DOCUMENT TS LESS 1 T I T�T i_I11T TTTTiT 111I1 1�Tj;T_ 1�1�1 T11TT11�1�}1111 {11}I�1 1�11T 1 I 1 ' 11 1 IIr I I I 1 1995 !, 3 � �4 � 5I 6 I 8 I • I lU 11, AUGUST 3(�LEGIBLE THAN THIS NOTATION ____ -.---- IT IS DUE -0 THE QUALITY OF "°'° - -L --1 --9THE ORIGINAL DOCUMENT. -1� --��Z 811 ---BfT L�i--- 9J1, £T T Ed j 1 U 11 � UI�.II IIIIIIIII�III�IIIIIIII��IIIIIIIII�IIIIlllll III i reP W 'ell f3^qd.,A40tw rW T T— oe L C-P Koo PA*"Fzf, HT. co 6� x 60 x V+ 4 4,A Trio iv l — - A 4) ra o � I•� �I 61 ex IT L 9?x bF 00,( ITO 0-ti, `7 1.0 b 1-0 2-G II 17 OL ALBERT R. KENNEY, PLJR.Ft)L) I L.. 01 0 CON)ULTING LNGI PI-ANNER 503/244-9811 or FAX 244-9817 DATE72n-416 NEE(?/ JR. JOB NO�� AVE.,13970 8UP 93-0324 SHEET NO. 9 OF Is Ar!ON RLOF'FUN I L- ptq-rpjTjipjTj TVT1111117 tpl T11111111 11711-FliT 1T LEGIBLE THAN THIS NOTATION, 13 171IF199- 5 -.11 r4l 61 10 11 THIS DOCUMENT IS LESS lTtrp77 LT7'1"- AUGUST 30 p '� ° J � ' r IT IS OUE TO THE QUALITY OF No.3e THE ORIGINAL DOCUMENT. H 6 L —1 � --d -Afl-- — 1111111111tilill 11111111111[ �I —ll�l , j— �1: 63 1 L 7, 3 11ll�l jjj� 11 11 jjjj llllllllllll��ill 1241( IT A L PT 11 A I s LI '�yW WATL-L. Z's r Pee,- ............ W/ T- �HE,-F-,T 7 t I Is F WkLL, -C _____.-,_�___...._ _,__. .______.._.____. ____.. .......slow ALBERT R. KENNEY,JR, PE CCUSULTING PNGINFFR/PLANNER 503/244-9811 or FAX 244-9817 DATE W, 7Z pis i JOB NO.q:voe7 SHEET NO. 72ND AVE., 13970 SUP 93-0324 2. 10 OF 18 'WKOMOLLW PRO61 Cu jr1tTl I I I Tj Ipp-11 I I�l TTIP717"1 1995 Ifill jTp T �TJT17 AUGUST 30fF qHIS DOCUAENT IS LESIS 777�LEGIBLE THAN THIS NOTATION, �_�._.._� 8711111 11TT- t4o.313 IT IS DUE 1-0 THE QUALITY OF' 9z z 1 Ll I — THE ORIGINAL DOCUMENT. . I ,t I���1�i11111�,iil,ll�lillllll�� 1111111 111111111f fll 24 C G e)4 ep "Pvivses AT li • 131- Hi(s;H, 1-o's" C::7oL-ut,� ,n5� �e:Il Coo T 10 -- %1%1%,%%1$%k%Illf I ,loll 14, 411 14 mu 77 36' 36 7 19 C4 E mm A!rIx I TV -1 so I 1.,P—m I—nawd 4..2* xx d n:,.„daJ hrluw.gnun l W 42' (a)spout Height and Atore(1rurarler (b) Ckar Fhmr.lopuce tY If 36,of 1. 36* 36. `7118, NOT TO EXCEED 3 0muI 30 min 11XTU111 DIPIH 100 780 I1—.,"1 0 E vi MAX. _j_ L ------- 1.re-e-Aer funding I-twolvin or (d� 11"ilf-Ill hmwain or Cooler F—�E TYP FIXTURE MOUNTING HEIGHTS (r) (10(dALBERT R. KENNEY,,JR. I ig.27 1"unimm moid aw I...olers CONSULTINGENGINEER/PLANNER 503/244-9811 or FkV 244-9817 DATE 0PKOFf�, c, JOB NO 13970 SH E ET NO, 72ND AVE., SUP 93-0324 K tok 11 OF 18 n A flf GKA IL Ut MON 1p I IF THIS DOCUMENT IS LESS i- IF”�j'IT. 11IMT11 1995 THAN THIS NOTAT10N, 4 67 11 AUGUST 30 LEGIBLE6 7i IT IS DUE TO THE QUALITY OF N0.36 9 9 Z t ci 31 TT THE ORIGINAL DOCUMENT. E Z BZ LZ1411- 1- 1 - - - T1 111�1 �14 loll 40, --lot 1 , II ,. I I r2e, I C)L-7,e Nlc { �* coo t4 -Z k7 ozo, T 1 i I� --r 14 _ _ ir t _ -__ _ _ TI�T-Ur T�r, L)1 x 12 r Tro W/ (11 ) tt-,+ 0 .1 0 13 0 FTS "/ 114! Te5p� 7TF *4- TYP, ---------- r7 T?Rwt---i \�I , � �'-'-tom" o•<i T�I'���I� i � j I �7 Wlr2e A 10" r,)eC-f' fzTc-.' t4l JLL _. _ _ _ _ 117� 1-7 yr ALBERT R. KENNEY,JR. PE �_UNall ING ENGINEER/PLANNER 503/244-9811 or FAX 244-09817 P-2u 1 0 OT.� L DATE "I,�DIP\ ,.0 E�7E5R N "W 1, II It JOB NO,�pj�j —T, SHEET NO. 113910 1pw3.0324 12uOf IT TITF [Tjq 11 T .t AUGUST 30 1T I . 1Qj___ P 11 IITI 1995 q-ij T�t I ill Tpp I i I IF THIS DOCUMENT IS LESS PM 77 ,u T T P Till 'PION, 71"T 5 '6 8 LEGIBLE THAN THIS NOTA T-T IT IS DUE TO THE QUALITY OF No.38 1161L 9 I Illlllilll ISI i t THE ORIGINAL DOCUMEN'r. f I l 9z z z 8 111111 Ililll ,I{Ill I { 24 )C 01j G zt,I-Oil 12 :2 2-'�I --- .4 -- 1601-a'' I Co'�'' b' I I�" _ — _ _ _b' o� l�.'-d" - �i_ iod od I Od r-J N L ( 31/21' A 41 U Pf t-7 pg:� p % 0- -FT-7- TT F Z - -------- ------- — 10 aL co r_ T. A\ 7-7 NofzTH #4tA)rH 1 ; { / y 0 A 14 A VV C- !i T r, L'21/,z Y, �Z! -;-00 W/ Mr�^iL-e, I L`44A mt4o ( jr'-,�+ F2- 1 41ev'-) 0. -Tyr-;, )( I L�IT w-n 14*e;v T*f FP140 e'er N0, . 1-011' 1 %51 X t)o V41(7) 4b44r-ppl-IT' LA" t* r�A E'-t�4 V \-j' r E�o L-T 211)1ocl.114+91' 10 TIP AS Z' V,/�:f v— W TIP, Z x,0 �0 ,�, 0�'0 `'3, b„ 3,� `3,3aN 3 ,9�A `fib, H D 4') 17 7=r T=- � •. I �ooh _-.--__ ..____ 11---77 GAt T ALBERT R. KENNE`� ,JR, PF I(-)NA A,-1 ING L- -17NILER/PLANNU 503/244-9811 or FAX 244-9817 L NG DATE 11 - '1172 7 2 AVE; 66 JOB Naq*004 0Rjrm0M �jl, —�-_�� i __ __—._----- .__- ---_ _. SHEET NO. 72ND AVE., 13970 BUIP 93-0324 13 OF 19 1 PITP111 1995 IF T I I IT111--T'79T 7 111 ITTI I "lTQ AUGUST 30 HIS DOCUMENT IS LESS Tq7-[T TTTTT1- �7 17 10 1 LEGIBLE THAN THIS NOTATION, 6 I - IT IS DUE TO THE QUALITY OF No 36 II Al 9t I QT 11—�u-A Lai F9111 I I I I 1 1-11-1-1 t,I 1 IIIIIIIIIIIIIIIIIIIIIIIIIII!ull97Ill 63 THE ORIGINAL DOCUMENT. - ililll it i ll u111111billllllllll�iiilllllll�llllllllilllllllllll JII II Iilll-II ---- I(�IUlll►l,llillllllllll11111111i1 3 Z 6 8 1 I I IIII►Iil l Illlllll�llll�llllllilllll TIINYw j 6 #4@24",),. _ _ _ 2'-0" , —� ----- 1 a---- L 1-1/2 x 1-1 re x 118 wl 12" _ _-. - -- % -- Penmetei Hr,_id Insul , R-7 - -• Future Partition NWS C�24"o c. #4�a 24"o c -- / 1 Cnnc Slab Per P17n, Cone. Slab For Heinf See Plan - Preformed Jain? Material, Per Plan (2) #4 Cont. (2)#5 Cont. Grout Bed LIPCAP 8V Greensireak- of Finish Floor Eievatio Equal rD �'" �i _� � F h FI r Elevation { finish Floor Etevatio -�- — <+ r { • lD C UJ G y p �' • - .. - - r - r r .. , •C N 7 • -- #4 x 2'-6"Ties,Spacing To • C C F � :— • � Ir Match Slab Reint. 7�TNI Ilk -C L1 --Vapl�i Berner t Far Footing Reinforcing a ro _ �- Perimeter Rigid Insul , R-7,24" o Q. • _ -!. See Foundation Plan N For Additional I - - - For Additional a • - �.. c� - �- - - - - - - - - - - - - �- - Information See - -. _ _ _- -- - --- tr. Wide --- - - - - -� - - - - Information See, 1 rL Similar - Longitudinal Re,nf. Vapor Barrier Width Per Plan- _ _ Width Per Plan � -- - Width Per Plan ----_..-- ---------------_AAL Tr ansveise Reint. 1 . Section 2. Section 3 Slab Joint 4. Slab Joint @ Insulation 5. Threshold @ O.H. Door Tooled Edge, 118"Radius -- -- - - '��✓ ` '� r Finish Floor 3/4"x 1 1/2"Keyway, Place �- i- - r - � 4: MM-Depth of Slab _j • 1 T!It-1.jp Wall Panel _ Tilt-Up Wall - y — Panel I I Z-0„ Tilt-Up Wall Panel #4 x 2'-6"Ties, - _ ' 8„ Spacing To _ ---- Rigid Insulation - s 12" Slab Reint. e . - 'Tl ____1 314„ I - - - - - - - - - - - - - - - - - - - - \/hp0�. bA1zRlE(� -- Rigid Insulation, 24" ' ----Wall Panel ril #4 @ 24"o.c -- \ -- Shim 6,. 6' L in Non-Shrink Grout,Cover Dowel \ i ta' _ ' For Connection 15 /---Backer Roy!.& sealant Control Joint • " i� Q >� Finish F•:^r+r Elevatio �- iv � Z � Information See, g - 3 �•---� Backer Rod& Sealant • c - Preformed Joint Material, Similar • g ZIPCAP B Ureenstreak or Equal > _ Foundation Plan neint See '"� -_' - - _ .- _•a c•_ - - - - - -- - = —#5 Ties, Spaclnq To � Match Footing Reint. a - - - - - - - - - - - a a For Additional 1 r-__- • • • �•-\/ � � • i See, Undisturbed Soil a. - - sJ 6 , _ PP -FE4✓'FZ• o_ Similar - _ - Footing Size& Reint. See Width Per Plan - 1 Width Per Plan i Foundation PIHn Construction Joint l • g, Stepped Footing 10. Panel Restraint 6. Storefront Sill �7, Slab Joints 8. Storefront Head 1 Jamb p — C12 x 11,5 w/NWS I L- VR- P'p`.ftRiS� I 5 For Additional 6 tkA ,R 4"�,: �/4 --4Hir-t For Additional 6 - �� �� ---TILT-ul.P a,•1�: Intom,ation See, I T- X ..... ..... ... Information - Similar j h`'%► - r-.o�� 1 10 1 ul. Base Plate, 12"x 112"6/9'w/ ..... .............. { b \ 4 5/8"e Anchor Bolts ( ) ' •, Fin h Floor Elevation 1 X x -_ -- -- - - ` Finish Floor -- - _ .._ - - - - - - --- r.• - • - - ----- --- - - - - • - - - - - - - - - - - - - x —TS Column Per Plan � � " -' Dock Bumper, Install Per - ' L _ t t Mnnufactuier's Instructions ' �-I CHIC 1rJ6'UL ' ,� -0 4 s 24o �• I r �Or,.l -i-f�ll.11� TGA F T•�. -- - - {— -_ , ,,�L)-r 1 - 114/4� - • • - r A .......... - f Isolation Joint . Tilt-UN Wnll Panel -Sand Fill Vpc�ft- - ?a IeFL - --- Rigid Insulation,24„ - - Conc. Tilt Up Panel, See r- i1 • Finish Floor - - - Plans For Reiriforang ' > - Elevation - ' Non-Shrink Grout, It tr_-_._._.-----_-__-- - - ------------- -� -- -----� r► __ _ 2''o Weep Holes @ 48"o.c. Cover Dowel Extend Vertica9 Panel -- -�f Reinf.,8 fiend Into Slab �~ For Connection 15 I I ' - � rLa Jr A( F a i q Information See Non-`shrink Grout Similar / 144 ��� r of ro n t I I - -----• I�' I _ori RT k KENNEY, JR. PE For Fr�oting Reinforcing � • • al c . �_��=__� 503/244-9811!........�........�........!.........t............................. See Foundation Plan r.l t • • • n . ..............� ........ .. CX�(VSULTiNG �lGIN _• or 244-98 1- c For Addrtianal -- - - - DATE o Per POr.- _ ------- ------ u , Smtaetion See, ' (-1= Width Pet Plan �r' FINLANDIA BUSINESS CENTER 11-23-93 - u_ . S.W. l2nt� Avenue Width Per Plan TIGARD, OREGON - - JOS NO 93088 in 12. Loading dock 13. Storefront Sill r °tryu"` -- --- -- 11 . Column Footing - •, " SHEET NO DETAILS6 72ND AVE., 13970 -- -+ - - P 93-032, 14 OF 18 NO . --ti.jLi :Yl"A rt>I.... I..R'. f' - •,i' ^AIIi•i.V+.h/.nA¢r.a.w.rM.yaAn1IWMYN.l1 ..N.1PM..M.1M Mtl' Jill Ill •.•.w�tl..•tl...• IF THIS DOCUMENT IS LESS l I I I i1 T(T11PTPTTI11ii T�1TT�111T11� T�T�TjT�1 GUST 30 v6 S _� 199 LEGIBLE 7HArV THIS NO'1'AI'ION __ rV_ �— � • — I'1' IS DUE 'I`O '1'}lE t1lJALl'I'Y OF' No.Se THE ORIGINAL DOCUMENT. E-RZ 8Z LZ 9Z Z Z F it Z I Z Z I 8I L�i ,I I I � I Illi 1 111�►�Ullllllllllllll I IIIIIIIIIIIIIIIII� I� i IIIII IIl�1 I ll 11�ll U � II Il�llllllli II lilt III 11f1U111111111141111111iIIiIIli111IiIIlu111I i � I II11 III IIT�I III 11111111111,11, .. II I I �i A-P Tol)Plate w/5/8"©A 13 48"o.c T.O. di 0 Panel Panel T 0 nel .PaT CU ... ... ...(2.)...5. Horizo.nla.1. To.p ............ T 0' Beam T.O. Beam T.O. Beam 9 . . .. ..... - (2)#6 Vertical, Full Height . ..... ... ... I 1x3 Insert, Typ. (6) #5 Ven,,ckl, Full Height, (-_3-=_-t) 4 11II,IIII1II I 1;1I1III1II'I�l II(!I1II(1!I'I 1II1{I�IIII II I�IIIIII1IIIII II1I IIIIIIIII(IIIIIIIIIIIIIIIII!IIIIIIIIII�III I III!—IIII I t 1 (2)#5 Horizontal, Full Wicith Ea. Face, Typ `_:ach Side 1 1 (6)#5 Vert (3) Each Fwe G611 ------- (2)#5 Vertical Ae JI I III M cr) uj Opening -0 LU (6)#5 Vertical,Full Height,--eq 0) (3) Ea. Face, Typ. Each C T_ 6 C: Side of Opening Field Reinforcing, (2) #5 Horizontal Top& M J_ #4 ip-D 12"o.c. Each Way Jill t// Bottom of Opening, Ii-II1_-- _0 Extend 2'-0"Beyond Each Edge of Opening 0 F _ V III II co 9 0 2 9 Z (0 IIIIIIII III I II Ij 9 LN (2)#5 Horizontal, Ful!Width Cr 6"or 7 1!4"Thick Panel, 13- 6 See Pla ee an.-- !I 111 (2)#5 All 4 Sides I _T .1-TT--: Panel Fdge See Plans 8 1 Z 0'Min.Tt Opening Panel Edge J h of See Plans 8 See Plan Panel Connection, Typ. Either Side Opening 2'-0"Min. Opening ZVI Min. I I lAt Openings Lem Than T-0"x T-0" Extend Reinf.2'-0" 2 111 6 (2)#6 Horizontal, Bottom or Beyond Edge of I I (Opening,Typ, All I Fin. Floor Fin I ioor See Ext. Elevations SkIes fit Fin. Floor __7 IT[- 77'.. .7 > For Typical Reinforcing &Connection Requirements See A rA ��7 For Typical Reinforcing& Reinforcing Requirements See A. Elevation - Typical Tilt-Up Wall Panel B. Elevation - Tilt-Up Wall Panel C. Elevation Tilt-Up Wall Panel (Load Bearing) 1/4"- V-0" (Load Bearing) IA.. V.U. - 4x P.T. Top Plate wl 5/8"c A B.@ 48"o.c. (4)#4 Horiz. Top&Bottom 4x P.T.Top Plate w/5/8"o A B.@ 48"o.c. TO. Panel TO. Panel E> LL ........... u� Field Reinforcing, (2)#5 Vertir-il ........... ................ .................... ..... . . . ........... . .............. (2)#5 Horizontal, Top T.O. Beam T 0 Beam (2)9,Vertical, Full Height'....... L 3x3 Insert, Typ. #4 @ 12"o.c. Each Way Each Edge 9 (2)#5 Horizurital, Full Width ,6)#5 Vertical Each Edge ca LU Opening Upper Spandrel @ Roof Field Reinforcing, #4@12"o.c. Each Way .......... 12 #4& 2 #5 Horizontal Top& Bottom Cr Face, Each Edge (2)#6 Horizontal, Full Width U_j (\j (4)#5 Vert., (2) E,) cc 6"or 7 1,4" Thick Panel, See Plans 8 Panel EJge X:=_ Zf Field Reinforcing, (2)#5 Vertical 16 #4 @ 12"o.c. Each Way Each Edge 8 �I I Panel Connection ening - - - - - - - --- - - - -- - - - - - - - - - --- - - - - - - - - - - - - --- ILL w 10 TS 3 112 x 3 112 x 1/4 6 (2)#5 Horizontal, Bottom Lower Spandrel @ Window Fin Floor Fin Flow Panel Restiaint Exte ior 1 1,4, , L �i 1 11 Spandrel Panels Face. Min (e) Per Pane, Equal Fw 01 Equal Equaliy Spaced KT) > I LL=- L=7� 46� J. For Typical Reinforcing&Connection Requirements See D MRTRD. Elevation - Typical Tilt-Up Wall Panel E. Elevation - Tilt-Up Wall- P.-snel 4 1 KENNEY, JR, PE 1i4, = 1' 0„ COWONG ENC-ANEER/PLANNER 503/244-9811 or FAX 244-9817 (Non-Bearing) DATE FINLANDIA BUSINESS CENTER 11-23-93 3" Ii tio Aveime I IGAH(). 0Ht JOB NO. 11£1�111 III=�Z' II J ,•..� ►npw -. :�.,•o _. .. _.,..,: 72ND AVE., 13970 93088 15 OF is SHEETNO BUP 93-0324 DETAILS R. Wk 1111111111111 11111qF1111 IlrjIjIjTPTT PITPT[7 —.10_1111111111111P mnwAWANWNNM 110 wiiiiii.oil, IF THIS DOCUMENT IS LESS LEGIBLE THAN THIS NOTATION, 1 1995 TJT7 U,117 161 T 0 FIT T 21 T7"F7() L 11 AUGUST 30 TT IS jjft� DUE TO THE QUALITY OF' No.36 ,r1lE ORIGINAL DOCUMENT. 9 Ty T I�11111jllll L1111111111 gill IIIIIII III 9 9 Z Z 3 1111T Z 11 I 111111 11, L 1I18Itl9i 1111111141111fl1l 11111111 IIIJ, 'Ill, 1 1 lul:111111111LAET611111 2 on 6 06 -j 6 i1torcing, Each y 'o c E h Wa . . . . . . . . . . . . T wnd) NO I E: Sheathing & Other I E;r,y) i-Simpson Cl.-' ?.CC�x:�' Centered _Simpson GS 200 x 10'Cenlpt,)d Ovi.r - / \\ Over Beam w/ 17 1 I Od Ea. Side Purlin W/,7 } 1&4Ea. Side, Where T' Grid Members Not ;,hown Fur Clairty I. (! ''irst emm from Mort►,, oo f}1 -- Occurs Bee Roof Framing - - --Roof Sheathing Per Root g Plan Framing Plan Roof Sheathing Per Roof Framing Plan 1"x 1 1/2"Slotted Hole 1 -•-i;c_•nterline of Column. NU11 Ear- ,ms ,A,,Occurs Conc Tilt-Up Wall _ Panel Giul-am Beam, See Roof I - - L 5x3x 114 x 4'-0"Lon w/ + -- - See77A Ian Framing Plan -- -~ --- -- ---.... - .._-- I (6) 1/2"o Pigtails @ 9"o.c. Equal -Fount --------- - --_. �----PL 4 x 10 x 114 - IA'' Side Plates w/(2) - Subpurlin, See Roof Framing --__ -— --_ • • __ 3,'4"o M Bolts Plan For Size&Spacing Cf3 (1) T�1 J2 Siropson F26N r) L Purlin Per Roof Framing Plan L 5x 3x 1/4 x 4'-0„ ____ Long w/(6) 1/2"o -+s Purlin, See Roof Framing Plan Bearing Plate: 1lgV For Size& Spacing `'' I Pigtails @ 9"O.C. Orientation I of Angle Legs -- I I 5 1/8" GL. - PL 3/4 x 6 1/2 x"L" Simpson HHB 2.6 or WNP 2.6x 8 1/2 x"1 6 3/4"GL. -P3,14i �-S,�e Plate, 7"x Vanes x 114 — - L _" Beam Per Hoot Ftaming PlanLn — Typ. 3� - TS Col., Column Skewed Where — 16" 114 ( Required),Ree Foundation Plan -- -- - -- -- 3116" - �-Side Plate, 1/4"wl(2)3/4"o M.B. T 7 \ ----- Beanng Plate, 3/4" I 1 . Beam To Column 2. Purlin To Beam 3. Sub urlin To Purlin 4. Beam To Wall Bea T .' 5. m o Wall 1"s 1-o° V, V-u" Grid Gnd Grid Gnd) Gnd 111 6 Plate 12x 12x 1/4" w/(4) -T H aw 112"o Pigtails @ 6"o.c. EXTERIORI I EXTERIOR -- vert Simpson PA23 Simpson PAT16@ 48"o.c. I. EXTERIOR _ �" - PL 4 x 6 x 3r4" _ r � - � t r i" IL car i 3/4"Chamfer(9)All Exposed r Panel Edges.Typ. ' I 3'4"Chamfer @ All Exposed 1I4Ti - 3/4"Chamfer @ All Exposed ' J Panel Edges, Typ. ' Panel Edges. Typ. Edge of Panel @ ' �* Storefront Rough �- Bent Plate I/'-!"x 6"x 5'-0" 4x6 P.T. Ledger Continuous w/3!4"o ��- • • • ' � ,• '..,��;` �g 4x6 P.7. Ledger, Continuous w/3/4"e _ O nm s Below ------ A.B.@ 48"o.c. A.B.@ 48"o.c. ? = - g Spandrel Panel w/(10) 112"o Smooth A-71 Pigtails @ 5"o.c. Vert. 4-1/2" L 5 r.3 x 1/4 x 12"w/(2) 3/4"o A.B. Hacker Rod. 150wb of,loin': Backer Rod, 150%of Joint Backer Rod, 150%of Joint1_1/2_ Simpson F26N Hanger Width & Sealant Width &Sealant Width &Sealant ` i Backer Rod, 150%of Joint Wa.l PaneWidth&Sealant Addmonal oim son PATI B ; \---Butterfi Cli in Joint P @Butterfly Clip in Joint 48''o.c. @ S p Butterfly Clip in Jointpandrel Panels L 3x3x1/4 x V-0"w r2) _L 3x3x1/4 x l' " -0w/(2w'(2) `� • "'" � ( ) � � L 3%3X114 x 1' 0" ,, � I • 1 ----�c r r 1/2"o x 1'-6"Dowels, Gend i 1/2"o x V-6"Cowels, Bend 1/2"o x l'-6" Dowels, Bend = Ord14 x 4'-0"Vert Over#4 x 4'-0" Vert.Over#�i x 4'-0"Vert. EXTERIOR a •'\Lov;2 n \ Pane Ed fer All Exposed irn�on HHB 2.6 or HFiB s � Weld Ea. L .g Dc Weld Ea. Leg, Do Weld Ea. Leg, Do 3/16" " Not Overhf:. 3/16" 2 Not Overheat n o 3,16„ 2" g Typ. Not Overheat ...�_.._ • Plan Typical Grid - Panel @ Storefront Below 6• Purlin To Wall _ 7. Subpurlin To Wall 8. Panel Connection 9. Plan Panel Connection 10. Plan Panel Connection 11 . Plan Spandrel Connectia� l I. tied NOTE: Sheathing&Other i Membe'ts Not Shown For Clarity 0'-3"x 3/8 x l'-0"Flat Bar I �►--- Centerline of COIUmn, EXTERIOR w/(2) 1/2"o x V-6"Nelson Butt Beams As Occurs Deformed Bars, Bend Over#4 x 4'-0"Vert. �•--- -- GluLr�m Beam, See-__ ' - � - -----� --- -- ------ - ---- --_--- - - - - - - - - - - - - - - - - - ! See Plan_ Root Framing Plan r , 0'-8"Filler Rod,Dia. r , • J_Sealartt Width of Opening + 1/8" Equal L Equal EXTERIOR i EXTERIOR _411 it _ ' r , �• T Each Side,Do Backer Rod, , I INTERI 114" 8- Not Overheat 150wo Size Of r I , t Joint e L 3x3x1/4 x V-0"w/(2) - T- -_____ 1'4"Side Plates w! r NTS ' w 112"o x 1'•6"Dowels, Bend -• I 1 4► 3/4"o M.B. r , r I• I Over#4 x 4'-0"Vert. -� Bearing Plate, 3,4"x 10 1/2" x r r ti - - -- P Length, See Plan r r - 3) #.. Fach Face @Perimeter • I � - (2)#5 @ Perimeter r ' �� •� • • _� -- TS 3 1/2 x 3 112 x 1,14 TYP _ , r -,- - ------ -- 3J16" - `— TS Col.,Column Skewed Where 314' r' 1 4" /- Required), See Foundation Plan . /= 3116' � �- . 3/4"Chamfer @ All I "Anel @ Wlddtth&Se Sealant Ex of Joint --r 314"Chamfer C¢ All eq Exited Ponel Exposed Panel North wall 17. Alt. Beam to Col. 3.. 3.. Edge-�,. Tvf� �„ 3„ E YR �3/4' Chamfer @ Al. Exposed � --- Panel Edges, Typ. ' � w/(2)#4 x 118 Long (--- _ PL 112" I �IBERT k KENNEY, JR, F' -- Cwt' p NOTE: (3) Connections Per Panel, Locate Per 7 `.►VI %1L111�IIJ G�71�rf LJ'V tlN� 503/244-9811 or FAX 244-9817 Sill Tilt-Up With panel Head Similar, Inverted DATE FINLANIDIA BUSINESS CENTER 11-23-93 12. Plan Panel Edge _13. Plan Panel - ' c (Non-Load Bearing) _1. 4. Panel Corner 15. Panel Corner 16. Window Su ort S.W. 72nd AvAnu� L V'- 1 -0- 1 , 1 I a' . TIGARD, ORFGON _ JOB NO. 5308 72ND AVE., 13970 SUP 93-03240321 �' '80F 18 o,, c•�r 9t. �� �'�` SHEET NO. _- DETAILS 8 IF THIS DOCUMENT ism r.�ss rant►. �T t r� -ITT m _ 4 T � �T(jT1�� P� 1 77RT PTTP 1 rl�l I � � 1995 � LEGIBLE THI.N THIS NO`T'A'T'ION, I �,, I AUGUST c� ��, f 1 --- __-._---� - �'-I- - --� 11, 1G 1�1Ut7U>~7 ! IT ,, ,, fi __ _ J S DUE '10 THE QUAI,I I Y oE'' No se THE ORIGINAL DOCUMEN'P. r- �IIII £III -8 -II II I IIZII`IIIIIIIIZI-II�IIIEi -1111SZ- I1iZ- 1 I Z11IIII1I �6II1l �11_1_111JIILIZIII�III9 11111fI11.1II IIIII II � ILII I�IIIII�IIIIII I � I � � III! IIIII( 111111 llllllllllll111�l � � I c,� � � IIIII Illill 1 lll IIIIjIllIl1111IllIIl1ll111Wlllll11111. I J 4 MECH. - SEE MECII, MOUNTING EQUIP, &FLASH'G EEM TS VERIFY _�-�_._ \8 CAP FLASHING °O D°' `'' P.T WD NAILER FASTEN EQUAL WIDTH OF 2' - 4x8 CURB-TAPER TO TOC cv _- l� -_ TO MASONRY W! 112"A.B.@ DOWNSPOUT -' ACOMMODATE SLOPE I -• 4'-0" I . , O.C. F;ET IN GROUTcc WALL PANELGALV.. uALV. M1LLEADER 0 w (COUNTERSINK) uj o GALVCLEA1 @ 18"O CROOF DRAIN 3/4"DIA M.B @4' 0"G.C. ° BOX 4"CANT X )CUPPER -- I °D ` BEYOND --I-+ -� W - SEALANT -TYP EA. SIDE ---�--- - ° �' -- -- — BASE Ft •"p FLASHING o T.O.DECK __---_ _ II •r 2'-0"FROM CANTO/BUILT UP ROOFING GALV. CONT. MTL. CLEAT o vjo P _ _ _--- AIRSPACE: 2"MIN. GALV MTL. 6"MAX. Qi>� - -- __ —�. CONC. WALL DOWNSPOUT, F,"C' _. . ._7 L" r BATT INSULATION &VINYL ANC'HO/RS 0 24" 1C,a STUD \\� I FACING - SEE DETAIL Slope Threshold I " I _ 2x6 CONT. A BLOCKING UNDER CURB 1 . Equipment Curb 2. Roll-Up Door Jamb 3. Parapet Coping _ 4. Scupper Elevation 1 112" = 1'-0" _ , 0' REGLET ROLLED LEAD FUNK 'tiiNG 1" 2 ago _..___�,BASE FLASHING DOWN NTO PIPE FIBER CANT STRIP - 1 I ,� r - ;;AI_V MTL SCUPPER PER SKYLIGHT SET IN BITUMF;•; - SMACNA STANDARDS I 2x10 CURB !i rrr'r ti PLUMBING VENT STACK '• ` C. I 3 _AYERS BASE FLAbHING � -� ° EXTEND FROM ROOF EDGE 9". f • 4"FIBER CANT `\ li I MASTIC AT EDGES OF -- — --- ! 12' & 18"RESPECTIVELY FROM I ROOFING FELTS BOTT OMTO Tr PBASE FLASHING-EXTEND r---- Z-11"FROM CANT G/BUILT rrr " SLOPE RO - UP ROOFING L T U —BUI ri GFiNG - EXTEND I rr'r,r rrrr,.• MEMBRANE TO SCUPPER BUILT-UP ROOF ASSEMBLY - _ -4l TOD 1, T OVER PLYWD. DECK �/ I 'r PROVIDE NOTES: c3P oro ROOF SHEATHIN - oA `- r G pF AIRSPACE 1. SHEET LEAD MIN OF �o -BATT INSULA I IUN 2"MIN. ,ao ' 2 112-LB PER SQ. FT 6..MAX. T I I P . LEDGER ! — - _ 1( ( --- BATT INSULATION i2 2. FOR MIN. CLEARANCE I I ,ALV MTL LEADER BCX �+ " MIN. FROM PIPPES, WALLS & II _-__ VINYL FACING STAPLED TO CURBS SEE DTL. 001A0.0 I SET LEAD FLANGE IN f-- --- --- --GALV MTL. QOWNSPOU t j JOISTS @ 4'-0"O.C. W'NYLON 12" MIN. 12"MIN I MASTIC STRIP,N V%.ITH TWO I A 0 r �J STRAND SUPPORT Ca) 16"0,C. !I� FLANGEFBEFOFiE RIME 12"MIN. 4"MIN I STR PPI,%!= DBL 2x's AROUND OPENING I SEE STRUCT 4"MIN PLYWOOD DECK 5. Skylght Curb 6. Pipe Clearances 7. Plumbing Vent Flashing 8. Scupper Section �. 1 1/2"- V-0" 1 1!2"= V-0" No Scale 4 1:2' , 1 _0' --- SMOOTH CONC. -EXPOSED SURFACES MUST BE WATERPROOFED CAULK WITH ELASTOMEPIC WOODyVAILER METAL FRAME SEALANT NOMINAL 2 x 4 I -- ANGLE CLAMPING BAR WITH FRASHING RECEIVER � 3 1/2" MiN. SLOTTED ANCHOR HOLE"'. COUNTERFLASHING FASTENED FASTENERS IN EXPANSION APPROX. 18"O.0 I SHIELDS b COUNTERFLASHING EXTENDED ' DOWN TO PROTECT AGAINST ' COMPRESSIBLE ELASTOMERIC FOOT DAMAGE TAPE TO SPAN IRREGULARITIES Z "O�'e.''• a. - SEAL TOP OF SYSTEM W/FABRIC 3 .�;. "...:.......?plop: TAPE AND MASTIC Q s C C11 Z Lu � Q 4 2 i O — PRIME CONCRETE I c. .'•Oob:'•'': — FASTENERS APPROX. 8"O.C. o• 4.' .' - - I ASTENERS APPROX. 8"O.C. CHAMPHER TOP TO DRAIN I ATTACH WOOD NAILER TO CONC. BASE FLASHING FIBER CANT STRIP SET IN BITUMEN FIBER CANT STRIP SET IN BITUMEN INSULATION ALMRT R. KENNEY, JR, PE CONSULIING EW.-ANEER/PLANNEP, 503/244-9811 or FAX 244-'9817 C ATE FINLANDIA BUSINESS CENTER 11•-22-93 S.W. 72nd Avenue \C TIGARD. OREGON Jae No � :�3U88 Y 9. Para et Base 10. Curb Detail mr.UN \`p r �t SHEET No -j Nu`.:cnl�. No Scale \fit NN�'t DETAILS w 72ND AVE., 13970 _- 6UP 93-0324 17 OF 18 AUGUST 30I I T�T� 1 F1111Ir THIS DOCUMENT IS LESS 7T 7 1 1995 4 T 8LEGIBLE THAN IHIS NOTATION, �--- , IT IS DUE TO THE QUALITY OF _ No.3e £6I+ I I SII 11�11111111�11��11111t,I��il IIIi I l - f � l ll,llllli llll tTHE ORIGINAL DOCUMENT . lull lit I11111L£l9 llllllfll��l£lll�llllllllZllllIl�'IIIIII�I�IuN*II Ililll.,,li i � 111111111 IIII III 23'-6"Nominal (Verity) 23'4'Nominal (Venty, 5/8" K 12; ftb Horiz 1I I I I I I I I I ( I I I I I I I I I I I I ! � ! ' � � — ! � — — I I " - � — AN v . ... . ......... . 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Section - Panels @ North Wali B. Elevation - Reinforci!jg Interior Face, C. Elevation - Reinforcing Exterior Face Vertical Reinforcing Schedule Mark Size Length eenci Spacing Vi #5 FUll Hgt 12"0c V2 #6 10'-0" 12"ox V3 #5 20'-0" 16' o.c, V5 V4 04 5..01. 16"O.C. #6 12,-6,, . 6"o.c. AIJERT It KENNEY, JR rt 3 C. CMWLTING BYGNBRIRMNER503/244-9811 or FAX 244-9817 V6 $1111. 112-4- 16"o.c. DATE .4 FINLANDIA BUSINESS CENTER 11-22-93 V7 #6 12' 16 0.C C V 4' S.W. 72nd Avenur- TIGARD, OREGON v 14 #f) 1 16"0 c. 72ND W., 13970 P 4;1 W088 BUP 93-0324 180E is SHEE T NO A L DETAILS 1 0 111111PI11111 111IT11] qijijqiIT rITTV LEGIBLE THAN THIS NOTATION, T MTT . 19 19951 . _"T"121 AUGUST 30 IF THIS DOCUMENT IS LESS 171TIT 17117 1 11111111111�T IT IS DUE TO THE QUALITY OF No 36 THE ORIGINAL DOCUMENT. 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