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15765 SW 74TH AVENUE C' .,-. e ,'f tpi,: -=o.> a1 �r i;tk dgdF# t r�yyaE, F 'Y C Tv 3 'i" �.'�� 'i '� yy¢P rf,l�v "� La� •t. t4 ,� ,� 'i:�l , -5' ..:t ,"•:; ,.;,.,-; 1Pp�1. 3',A�a < � -• + ,y] �r'y ' •41:.+. 'j1,'.i�l. .. ..;' IM,:,i' :,'r.f:: '� '', ' „'; .,�'- ! 1 ��'1�'::4�n�1�Y�, yy1:�'�,14�?17f {1 �i'� tll>,11' L '9 Al:�.-, 1T�"1�� 1 �, r-:�.. a ;, r. � :,. t' "', � .,,;41;. 1 '" �"rt aAd}1��.l.��� •fir� 1 }i i ::r,:�'IsVr �r. ,�w�,. _4Nw4 nn ,� ' '(f ,,:t'" , S yl 5r f ,A •ail Ka,r ! t. � P 1"� ` r "` 1 ,"fit.' r�� r '4�i�t�-.1 '�y i i7;},. 1 e•'' 7•t, ,f�,°r' .. '''".r: t'' 'r 1 �,I}�,;�:'a la` A,.:t;G I �+ik �✓,.. i _ { I�.',Y'�-+ ��r� t °,cg�t eR 4��'b"r} �'� %ti 1� 7 ��+I r 7$�:;r• t WX - fetf"' M���� Ott !;' •� Ff. ' , , tl I.;:• Iq pp_� N mi c o 0 L , , tit t 9025 S.W. Center St. - Tigard, Oreqon 97223 W ® m Fax: 1503 620­2086 Ciq 503 684-3635 A�y �4E0 PRS s 1-/ 16,507 ----__ .��'_�- --- .___ ._.• _ _ - �\'!ice 1_�.-� � %, CONCRETE CONCRETE — car. MAILING %SHE®ULE _ PROJECT INFORMA71ON s&NE 966- m_ REINFORCING MATS - C ONNECTIO I. -- - I. ALL. CAST - IN PLACE CONCRETE SHALL MELT OR C-134-14 i- DEFORMED REINFORCING BARS: GRADE 60, UNLESS OTHERWISE A - 613 BRIDGING TO JOIST TOE NAIL EACH END 2 - 8d EXCEED 1HE MINIMUM REMIF4--'MENTS SET FORTH iN THE INDICA7ED. 1" x 6" SUB-'FLOOR OR LESS t0 EACH JOIST, FACE NAIL 2 - Sd 4MERICAN SOCIETY OF TESTING AND REQUIREMENTS SET 2. WELDED WIRE FABRIC A - 189 WIDER THAN I" x 6" 61,1134-LOOR TO EA4CH JOIST, FACE NAIL— 3 - 8d Oman -FORTH ;N THE AMERICAN SOCIETY OF TESTING AND MATERIALS. 3. LAP ALL BARS A MINIMUM OF 36 BAR DIAMETERS (2'-.0" MINIMUM) 2" SUD-FLOOR TO JOIST OR GIRDER, MIND AND FACE NAIL - - 2 - 1641 JIM CASTILE (OWNER/APPA,_1CANT) N1COL! ENGINEER1Nc;, INC. I 2. MINIMUM COM1'aR_SSIVE STRENGTH i 28 DAT' SHALL BE: AT ALL SPLICES UNLESS NOTED OTHERWISE. SOLE PLATE TO (JOIST OR 15LOC`CING -- , FACE NAIL ----- 166 • � 1, OG. SLABS ON GRADEt __25" pot- 4. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL TOP PLATE TO STUD, END NAIL--- -- -- -2 - 16d 15113 W 74th AVE. 5023 SW CENTER 57. ®TEM WALLS:------- --- 2+>00 pal BE STAAGGi_RE&D. STUD TO SOLE PLATE, TOT;: NAIL 4 - 8d TIGARD, OREGON 97224 TIGARD, OREGON 91223 5. MINIMUM CONCRETE COVERAGE: THE FOLLOWIN3 MINIMUM CLEAR DOSE STUD, FAGS NAIL --- —16d a 24" O.G. (32'3)62®-2086 • RETAINING WALLS: DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE DOUBLE TOP PLATES, 'FACE NAIL — 16d • 16" O.C. CONTACT : JAMES D. ANDREU),S STEL-' WALLS: - - --30" pen SHALL BE MAINTAINED TOP PLATES, LAPS AND INTERSECTIONS,FACE NAIL -- 2 - 16d ---3000 pet UNLESS NOTED OTHERWISE: CONTIN•1JOU6 HEADER TOW PIECES--- - 16d a 16" OAC. ./MAXIMUM SIZE AGGREGATE SHALL BE 3 " SLABS ON EARTH=----- -----r �: 4. THE MAXIMUM SLUMP SHALL BE 5" At tHE 3/4"TIME OF PLACEMENT. CONCRETE 5ELOW GRAD, FORiIED OR EXPOSED TO WEATHER-1 1/2 ALONG EA4GH 3. THE MA EDGE CONCRETE BELOW GRAD, UNFOR"iED (POURED AGAINST EARTH)----3" CONTIh1lJOUS HEADER TO STUD, TOE NAIL 4 - 8d S. READY - MIX x--94 CONCRTE NOT EXPOSED TO EARTH OR WEATHER —CENTER OF CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL— 3 - 16d (o, NO PIPED OR DUGTB ARE TO DE PLACED IN CONCRETE SLABS OR SLAB 1" x 8" SHEATHINCs OR LFS8 TO EACH BEARINGS, FACE NAIL 12 - 8d WALLS UNLESS SPECIFICALLY DETAILED. 6. MINIMUM DISTANCE BETWEEN REINFORCING BARS SH/aLL BE I.5 TIMES WIDER THAA14 1" x 8" SHEATHI`'G TO EACH BEARING, FACE N141L 3 - 8d SITE INFORMATION�. ANCHOR MOLTS, DOWELS, INSERTS, ETC., SHALL BE SECURELY TIED THE MAXIMUM SIZED AGGREGATE. !" BRACE TO EACH STUD AND PLATE, FACE NAIL— '-2 - a d IN PLACE PRIOR TO THE POURING OF ANY CONCRETE OR'GROUND. T WELDING OF STEEL REINFORCING BARS SHALL BE PERMITTED ONLY BLIILT-UP CORNER CTUDS 164d A 24" O.C. 8. JOINTS: LOCATE AND INSTALL CONSTRUCTION, ISOLATION, AND UPON WrIZITTEN CONSENT OF THE ENGINEER, IF WELDING 18 PERMITTED, BUILT-UP GIRDER AND :SEAMS 1641 0 32" OZ. CONTROL JOINTS AS INDICATED OR REQUIRED. WELD M, OF RE Ii -ORCING STEEL SHALL CONFORM TO .QWSD 1.4 USING AT TOP ANO BOTTOM, STAGGERED 2 - 20d • ENDS 4DiOIRE88: -- 75715 3W 7th AVE PROP08FD USE:- LEASED GOi`A"!ERC!AL SPACE S. CONCRETE PLACEMENT- COMPLY WITH AGI 304, "GUIDE FOR MEASURING, PRG'PER LOW HYDROGEN ELECTRODES. REINFORCINCs STEEL TO BE AND � EACH MIXING, TE IN CONTINUOUS PLACING CONCRETE," FOR PLACING WELDED SHALL EITHER BE ASTM A106, 60APOO pal YIELD POINT, OR SPLICE CURRENT ZONING:—i-P CONCRETE {N A GONTINl1011& OPERATION WITHIN PLANNED JOINTS OR MILL TESTS SHALL BE REQUIRED TO DETERMINE CAR50N EQUIVALENT 2" PLANKS- ----2 - 16d a EACH SECTIONS. DO NOT 15ECoIN CONCRETE PLACEMENT UNTIL OTHER SUITABLE FOR WELDING TACK WELDING OF REINFORCING STEEL IS NOT 13EAARMG AFFECTED WORK 16 COMiPc-Emo. PERMITTED. JOISTS OR RAFTERS TO SIDE OF STUDS, TOE NAILS EACH SIDE 2 - 1001 CURRENT USE: GAAZ4:-E /SFaOP LEGAL OE'SCR1P710N:—TAX MAP: 2811200 • CONSOLIDATE PLACED CONCRETE USING MECHANICAL 6. ALL REINFORCING &TEEL TO BE TIED IN PLACE PRIOR TO CONCRETE BLOCKING BETWEEN JOIST OR RAFTERS TAX LOT: 1500 vI5RATM EQUIPMENT WITH HAND RODDING AND TAMPING PLACEMENT. TO JOISTS OR RAFTERS - TOE NAILS, EACH SIDE, EACH END -----2 - 10d 80R: 2002-00004 (PENG7.�1C�) &C THAT CONCRETE IS WORKED AROUND REINFORCEMENT AND TO JOISTS OR RAFTERS BF?ARNGS - TOE NAILS, EACH SIDE —3 - 10d OTHER EMBE':>DED ITEMS AND INTO FORMS. BLOCKING 15ETUJEEN STUDS EACH ENG- - 2 - 10d TOE a F*Fk')TEC' CONCRETE FROM PHYSICAL DAMAGE OR REDUCES` NAILS OR 2 - 16d i STfR+T v' W DUE TO WEATHER EXTREMES DUR!s* MIXNCs, R1515ONb TO STUDS (III PLACiNG, AND CURING. ONE (1) - INCH RIBBONS —2 - Sd IN COLD WEATi4ER COMPLY WITH ACI 3016 TWO (2) - INCH RIBBONS ---- -3 - 1641 IN HOT WEATHER COMPLY 1111TH ACI SNOTE: WHERE NAZI E, THE MULE AND RT-ORMATION GIVEN ORE STRINGENT NAILING REOWIRREMENTS'HALL APPLY. TABLE OR �.ONTENTS 10.FINISH 01R FC!lWMED d.JRFAt:E: AS FOLLOWS:: DC • SMOOTH-FOR RED FINISH: I"ROVIDE A SMOOTH F:NI6W FOR CONCRETE SURFACES EXPOSED TO VIEW AND SURFACES TO BE COVERED WITH A COATING OR COVERING MATERJAL APPLIED DIRECTLY TO CONCRETE. REPAIR AND PATCH DEFECTIVE AREAS, WITH FINS FRAMING DESIGN INFO("AT;r)N _ AND OTHER PRJECTION6 COMPLETELY REMOVED AND SMOOTHED. -WOOD__• �-�-- DESIGN CRITERIA C8 COVER SHEET i SPECIFICATICNB 11, MONOLITHIC SLAB FINISHES: AS FOLLOWS: • FLOAT PINIL'Wt APPLY FLOAT FINISH TE MONOLITHIC SLAB SURF ACES I. TOP PLATE OF ALL STUD WALLS SHALL BE 2 PIECES THE SAME SIZE AS STUDS. TO giO1L BEAdRiMGS }���, 1!5PJ® p s c• (ASSUMED) 10 SITE INFORMATION �RUJEGT: RECEIVE TROWEL FINISH WHEN SURFACE WATER WAS DISAPPEARED SPLICES TO LAP 4'-0" M{NIMLTI AND BE NAILED WITH (12) 16d MINIMUM EACH SIDE AND W'HITI CO NCRETE HA6 STIFFENED SUFFICIENTLY TO nRMIT OF JOINT, BASIC WIND SPEED: 8© MPH i.l SITE PLAN OPERATIONS OF POWER - DRIVEN FLOAT& CON80LIDATE SUWACE • WITH POWER-DRIVEN FLOATS OR 5Y HAND FLOATING. CHECK AND 2. !'BOLT HOLES N WOOD SHALL aE 1/32" TO IA&" LARGER THAN THE NOMINAL DOLT EXE B STRUCTURAL LEVEL SLNWACE PLANE TO TOLERANCES OF F(F) i8 (FLOOR FLATNESS) :1AMETER ALL t3OLTS SHALL HAVE STANDARD CUT WASHER LMER DEAD AND 2.0 I`5_UILDING PLANS DOWN WN HIGH SPOTS AND FILL LOW SPOTS. UNIFORMLY SLOPE NUT UNLESS NOTED OTHERWISE. UPGRADE_ SEISMIC ZONE: 3 2.1 FOUNDATION / r LOOK PLAN SURFACES TO DRAINS. IMMEcDI TH ; AFTER LEVELING, REFLOAT PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAM" AT ALL SUiIPOR18. 2ND FLOOR= UL 13 LL � 40 � Sss+" FOR S�J�ac�E r0 A uNIPc�IRM, 81"IOOT+a c�ieM+uLaR TEXTURE. � BUILDING . TRcx:,£L FNISH: TR.'?111EL f�INlSH 1^OR SLAgA' SHALL 13E A SMOOTH i`1LOCK;N_, SHALL BE CNE PIECE AND THE PULL DEPTH OF THEROOF: C)L IS LL25 30 JOIST OR RAFTER? � LEVATION,S EXISTING FINiS4H. TROWEL AND LANE BROOM FINISHAPPLY PPLY TR/r kLEL FINISH, 4. PROVIDE FIRE 6TOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILINCs -- THEN IMMEDIATELY RXLOW WITH SLIGHTLY OCAW"'MA SURFACE BY AND ROOF. FIRE STOPS SHALL FSE 2x'S NOMINAL 'TH10<NESS OF 3.1 ELEVATIONS WOOD AND SHALL - - • FINE BiRC)Oi W.% EXPOSED AW-*23AII E FINISH: File AGSCWF EGATE BE 2x'S NOMINAL TWIC NESS OF WOOD AND SHALL BE THE WDLL WIDTH OF THE AVE. CON6(6TINt3 OF NATURAL STONE MOOT OF WHICH WILL PASS A 3/8" ENCLOSED SPACE. PLACE FIRE" II'1 STOPS AT A MAXUI9 SPACING -A: 8'-0" IN THE 4P) CYTONS CITY OF TiGAflD �•A��� v` :,, . . . _ .• 61EVE. USE ACID BOND 5REAKEIR IN STRICT ACCORDANCE WITH VERTICAL DIRECT�I.iPROVi0E 2x FIRE STOPS IN ALL FURRE►i SPACES, BUILDING INFORMATION �' -- 1AtJlJFAGTURERS IN15TRUCTIONS, TWOF40UGWLY RNAE AT THE VERTICAL AND HORIZONTAL, AND AT A MAXIMUM WALE OF W-011 IN EACH Approved. .. . ..............................................,,.. 4.I suILD{rIG; �EGTIONS ,� �„ v,;�1„ ....,r INDUSTRIAL PARK APf'RC)f°RIATE TIME, THOi®01JCrNLY R NSE AT THE APPROPRIATE TIME, DIRECT;ON AND AT THE GAME LIMES. For d rd nail wotlesos oescrRwA In: THOROI,411.4LY DRY, AND t,PP1-Y AN ,4" "OPRIATE SEALANT FOR CURING. 5 5. ALL BOLTS SHAL L LSE RE-TIGHTENED PRIOR TO THE APPLICATIONOF SHEATHING, 6UILDiNG GODS: 1997 U.54. UJ/ OREGON AMENDMENTSPEaaMIT NG�,+� 4z�-00 Z2- 12. CSJR1NC�t PROTECT FRESHLY PLACED GG>NCRETE FROM PREM�ITUIE PLASTER ETC, '5m 12ETAILS Seg L to:Fo11Gw.............1................... 15715 S.W. 74th AVE DRYiNG AND EXCEWNA! COLD OR HOT TV"HRATURES. N HOT, DRY, GONSTI•UCtION TYPE: V N - .— an�adh. ......... .... ); AND UANDY WEATHER APPLY AN EVAPORATION - CCWrROL CCA�tPOUND t Job ,.,,.yam JL" Cj TIGARD, OREGON 6. EACH Si-IFFY OF PLYWOOD SH,y„L PE IDENTIFIED BY A R1=G18TEF�i:71 STAMP >iQ 19.1 BUILDING DETAILS •��-%�-- �� !P[ ACC0FtI:>4N3 TO MANPAACTUi ER'$ INSTRJGTIONS AFTER SCIEEDiNG AND BRAND OF THE DOUGLAS FIR PLN V' 1OD ASSOCIATION --- .C'ft- BULL FLOATING, BUT BEFORE POUTER FLOATINR"s AND TRC.aUJELNG. — -- -- -- • 15EG1N NITIAL C,.URtW,Ts AS SOON AS FLEE WATER DAAPPEARtS FROM 1. PLYWOOD FOR ROOF SHEATHING SHALL 15E CPX. USE EXTERIOR TYPE MINIMUM -- -- • EXP06ED SURFACES. APPLY MEMBRANE-POWIN3 CURNO Co. Mfokc-UND C-G GRADE, WHERE PLYWOOD 16 EXPOSED TO UEATHER. PLYWOOD 04OR FLOOR I Date: 5 15/02... TO EXPOSED INTEROR SLAM AND TO EXTERIOR SLABS AND WALKS 61-BATHING SHALT. ESE COX. ALL PL.YUK<OD SHALL 15E GLUED � WITH ERI:OR ...... '««..' .. AS SOON A6 F7NAI- FINISHINt4� ONERATION6 ARE =11`0"LETE. APPLY TYPE GLUE. ALL PLYWOOD SHALL C4 t. 1 tM TO U.8. WDOUCT STANDARD Jcnie: .•. IJNIgCWLY dACC401C3irk3 TO MAAlUFAG71,,lIER'6 ;,DIRECTION!!. 1QEGOAT P6 1-14. - DEFERRED ���� VICINITY ��� ;• JEtiA ' AREAE SlMl,JEC?'R?t� TO H!<AVY GON'TMUITI" OF COATNCs AND !�!°1iAIR 1 1 ' Drawn by. DAMA F& DURMC� CURM6i PERIOD. a. ALL WOOD BEARING ON C XCRETE OR MASONRY SHALL ME MWIN SURE TREATED -----�----ER Checked by. •;E1,JK . TO 13, SDOUGLAS FIR Job NO,: ••�020405*•••• « ..' �JLlMiT MIX DEiSIQSN A,RC•,NITECT AND LNC�PVEQR AT LEAST T4 U1Gi�KM3 ELECTRICAL ... DAPS MWW TO FIRST SC I-RDULMD C t4C!!IETE MACEt"1ENT. SUMMIT MIX 9. STRUCTURAL MEMBERS SHALL NOT BE CUT PIPE-6, ETC.. LNLEA8 SPECIFICALLY Drawing No,: .VQVER'--' ; DESIGN ht7MR EACH Tym OF GONCRETE TO 9m UN D ON THE PROJECT. NCLUDER ll':lON WEIGNITA,MA PA4� TIliM1R MAJCIP'fi M WATER / CE1'fENT DETAILlwD. M�:GNANiCA41_ E°JONITA .,.« «««.•« « • . .. RATIO.MA,MAtiACTUlf4 PRODUCT AND UJLEIGHT PER C•1SiC YARD P�fJI! 10-CRCA* E3RIDGINcs 0 4ALL BE PROVIDES:) AT 8'-01i O/C MAXIMUM FOR ALL JOISTS PLL MCSING .... FILMIROUIL► MrEMi"C)NC.�kt'11IEIVT AT Sa.A,ld6. AND RAPt1ERS MORE UT 14, THAN a" DIIsDEEP.F'. •«'• •• •• EATRJG, + ANAL16i6 CP GOPOCI�T1k JILl. BE PEMiFt7pM•1E0 DYE 0"R* TROMl1s LANs- T06T#40 Fi1*4 t0 Trdlcm C1'LN�'9ERA AND II �! �-Y NA1L15 E!4(ALL BE c:tJ!'•1MCJ14 ONLY, ALL OTHER NAILS 84-IA1.L E" " COMMfON OR GALVANIZED BOX. NAP ING 1944A4LL BE PER CHAPTER 25 kOF THE _ �Mar� >N.UP T�sT61x11R1Nc1� CYLINDER TAKMx� v1eIT,5, � L ASTM STr1NpA1 L"/AM?iIICrUi! TO PERF V•t SLtA1° 1E676 WHEN UNIPOIgt'1 xJiLDMc3 CODE. r T96TING FIiM"1 IA NOT ON !LTL. 17. ALL STR11C1,1RAL. LLf 11BEpR���P.y1HALL ESE DOksLA♦S FiR Or THE FOLL O61ING� GRADES �OR!"iW A TO THE STA-INDARD G1RADIMis RULES FUR WEST C4A,6T LIMNER S��L A S.W. DURH,4M ROAD `� 9 b!;E1"EINT S"A-L,. 1'0 F'f NM,AND CEMENT, T1741 I OR 11, LCXU AL.KAL.1. C - IEIG NO, 16 L0iL.ESA NO'1'M OTHERWISE: � �iljANi i TALS — 2. AGORMAYO ONA" DE NATUIR,AL- � A,4D FWM C - 33 iRAt4FTERS, JOIe'M,!°L AT'!64? ------ --NO. 2 1214�F. �`- 3, WAI" "JA,L.L, we l 4V?Aft1L BEt4MO AND 6T1l�iO$ _._rw._____—. �0 4. AC"!XTt M� P%W AC"IXTUREG TWAT CC WAM NOT MOIRE THAN AND TIP'1A6+'1� -- --- `—NO. 1 12d�. TIGARID � DI.'RHA4M � (. � 5-15-01 FEf�t"tl"� I�tlF3"IIT'AL OJ Pt: f G11.•C'IIt41 M IONS. 2 x A JOiST ,AND RAMPS—_.--- ---tv0, 2 14&OF. �.-DETAIL / DRAWING �AM�R NiGiH SC 400E g�' n • AlMlt•EldTMblII�IR�IlI A�7MLXtUM1E, UIQ AIR-ENTIRAINR�k9 A1�iMIytTUP!1!E G - zwo 61wo, EsL.OdGMQ�S, AYRIf"PNt,1--._ ._. ____ -, __9tUD GRADE. �- OC 400L A Z U 6-2$-02 �'Ctd'11T @EY"iEW iN %X.TI E? G 401111 TTL',r"K" hs NCAA Lit" TNAV , T -DETAIS. / DRr4UJING NAME U.SA. � •4i DIST lr0 M� 4'K4N 1 T all!M°U!!ATE 3. WWO OTUDB MAY !!E NOTCHED ,O A r*PTH OF 23% OF UCTH MAXIi"ili, ERXC 10T � TREATMENT � Z ►• �M* } 1-4. 4 0V MWt, 2 �, T NTERIOR.N�ARLR40 OTUDS UNICH MAY BE NOTC4-1ED TO 40% Ola WIDT►; !"AX"4 M. PL.ANT t y; ` • bO1 A iluv►TER-ft�'lWi-APP04 AND A 141'rms cmwfc.AL C 49 'fUDS MAY IM 00000 TO OF WIDTH MAX. EXCEPT IhfTERIOR NON( ARMit t STUDS MICH MAY m MtictalMSD TO 60x► MAX. WHEN EACH 60W9r> 9= IS DOLI Li!SD •• S. NU�ATD MATLM oU.St IAA Ml.L.C7 f%, WIr,4 NOT MOM T$"N Tido arlm,881ve tDOUESLED STUD. SECIrON 1 VANDM!1 RNAWK AA AN AM In LIICTMAAIL MMG111111NCATI". �,,�w�' 1► ,- •rte. MWdTURR %. IN PTC.) CAM !WALL THE EDGE; OF .A BORED HOLE Imo' NLIA PeR ,4AA N 5'/S" TO THE Imo" Lr l ESM'r='r 4M lost► MR110 � Ai'�M�L.fED EDc� Ca" a s,uD. � 4�i, �e COVER 81 1EET - At sm �`� � �ii��"'moi , M'I��k�!"108LEt�tJLAf!1�p.M»FtAiIM"fR�IQr C;OhM'"OW�D � 10!)I OVM 0'0 CAkLMiM ALAt11 6 EOMI TLM IPORAW `�— �1lLDDi AND SiTE PERMIT SU i'TY'�► SSE_ r_____________.______ 1 , , r �-�.-SHEET �:. R •� P'l0wise"m P11101 44M M01417LM. Lei". 11U1•2002ootZa 4 �_cose Ego& 13765 SW 74T" AVE YI 1 t A , .,i ,. ., ,. -, , .. �: '°fl -:: a, t. � -� , :.., .'' �.- a w ww ♦ ."tl'MPI.•!.U••,I"'w. M4 „Y' l N -. ,p :,. .. .. 1. ., ,. , .— ,. ... _., ..,a.e-•.. ". _. ....,.._ '_. NIIP•RYa'MId111• „p,,,, .,._,. N• . Cl..i��y,,.:,;.: ,,.,,. ;� r .'. : .:. .: ., ,� .. a , ..:, ,_„- ,. .. �` t , ..e I _... : ...t+hr ^tiw;�,w: :;c. .�,:..,-.:.^e r,. :�.,,s,:d: .>-,:Np►,S,�Nea ',y,d:)Y,id1;.' 'i,_ , '^, 1. t4ru�Y a .,,.; , ..,,, ,., ,' •, '.. _ '... :; .. � ', ,'f. " .. .�f7n" r _ �� 3�.`. 1 t � 7 I 1 r : y f , p1m IRI a :.r� ,.. c'i:n ('; l, r, '�� :a? i +� ',,.ri;. r ! S'",;�:, 3 ,5K, '•t ,:�A,bq :.al•. 4,, _n: a + - ,,t�', :, •�. -r� •.A' 'p, 4a4�h;af ..r- �:�, ),+t.i\!} A rI xA 1h'�>.,�t1:. �y�' "y�f �'x •ld ,1`�.14 i. �, y.af�t' �.,. AP7 R;''!�ttl p,:$�.*� .Y,fs�! �� `�' ,d, j _ 4 { # 5 r 'E .1^f : -., Py..,4,,. : a� � ter` ^�A.Na, ,.:, .. ., c', �"`r1;� a s,ti;, t� r-,�` r•� T•X..r1{ h. 1n.o r ,.r' t� �:, Nr,.,r 1 :, :. _\ .'f y� �.CF..y ��� 5 �y1 .¢N � Il� { l •a:' air a' 1)h �. ;4•.,d�;, g .. t ,, t h '4s , i�r5 •�y h pati i c LXINIcoll '61 FLOOD PLAIN 0,'_' INDARE Y LINf ___-- 1WETLAND8 ` 19NE i f COUNDARY \ -2$' WETLAND / ' I LINE Bur R N sow, - 9025 S4. Center St. - Tigard, Oregon 91223 i I ROOD PLAIN •M: Y :`�: .A, Phone: F�Y LI ` 11.,41;, AND8C:,4PE 50;; s2a-2n8s '-" '� ' Fax: �503� 684-3636 GAFTAKE@S I r'' te+oun'rra►+`"` �' s'�►`. ,+` +M TYPICAL Ik'1r-SIDENCE EXIOTI T V?.CURB u, -- Sw• V �•• .-0"Vti FM ! \' _ I �� ACCESS I/ E*6610 :,,. ` i T Ex1�4TINGi FENCE « ( _ 'a I I © CARETAKERS ` � BUL DHO 'B, I r 16,507 � Al <vI J r" Y I I o Z!M / 1 t •, 1 I , 7 11,266b 8FJ °Sr• " - l'S,�60 $F.) �; C/1 d ��-LXI@TINC. CURB tzj bit n C l BLOCK P �� I /gt �- / WALL TAPERS ,' �- / @TOR4GE 'Y�� `-3'/gPiiGpH 3' TO 8" :ti I SHED ��4 \ /S / ~R _ _ 8111VC3 'Cl ! IC'AVEME'NT- 1.4 Pa I ����aY;x�� :,• (5,160 SFJ y� TTIT FITFF 1-1 I YJ, \ � . - °— 225' a•r'YHICULAR EXT& C CW_ A -CE88V E I SS w. •r+�x 0BASIN 14 91 I I I I SEDIMENT cE �� AREHOu@E AREHOUQ,E 1 -- I I I U Mi C "--- OFFICE ICE _ ( n h,. . .,�::;�`�. .;v:•�:.t 1 SEE DTL. 5/5.1316 @F MANN. MANUF. rter+► rae / Ir ""?�,;,�.� r£,t. 584 8F. 564 SF. T 1°1 .;1;�r? ;,� I 161 0 @FJ °.�•'`•?;': II r b'I E SMOOT ! %, ' ; L- r.. A&SHOW EXTG. C4TCH--_ KEN crs �+'• yPROJECT \' BASIN \��(��i PENCE + / SEE ENLAW-sED PLANS EXTG. / ! 5WETLAND 1% I BLDG. 'D' •• BUFFER EXISTIPiCs SWOP GARAGE EXTG. WATER I /0 �" 8TR1lrfURE TO BE UPGRADED 1 OI.IALITY EXIOTING GRADER ` AS REt IJiRED FOR A Cl IANC FACILITY A.C. PAVEMENT 1 OF USE / CaCCUPANCY• -` SITE AREA:-- 5.55 A.0 (10m) F-P T_.... p _. ! -1� ! BUILDING AREA:--32,240 $F. (13%) PROJECT DATA�. � -_ ._ -ZVI ��s, •a� r-1^" PR.,POW-D GRADES BOUNDARYAND A@C PINI3.: 15612 8F. lb X.) TAX MAP NO. 23 1 12DC �•>)I Q AT RAMP ` LFNE ''AX LOT NO. 15M 1 f �� PARTLAL LANDSCAPE GRADI['GG PLAN EXTG. CUNDl ONS SITE PLAN RXIF NOTES: i -20' • MAX SLOPE 5% OR I UNIT vVRTICAL TO 20 TITS HORIZONTAL • LAND!NGS SHALL BE LEVEL W/ 2% MAX. CR068 SLOPE FOR DRAINAGE - -- ----- --- r----- -- _ ,— — / / i--------------- �-- _ •_ _ . — .- _. -� , -- — PROJECT: FLOOD BOUNDARY_ AILINE FLOOD PLAIN- -- , n \ ; 4 SOJ14DARY LINE / /f r STRUCTURAL r 1 UPGRADE 1 / I FOR s, T EXIS•nIVG BUILDING T / / I 74th .AVE. EXTrs. CARE T CXTG. CART` , T INDUSTRIAL PARK TAKERS RESIDENCE i / TAKERS RESIDENCE T BICYCLE RACK- T 157115 S.W. 74th AVE. ONRACTHIS SHEET T1GAf�D, OREGON 9 Dale: 5/15/02 NEW ACCESAII9LE ROUTE •• 70 CONNECT TO EXISTING Scale: ,•AS: SHC116m1, ••' / / • �,�) ••• f ! . L ?®'- ""__�AT ®�-D" -A C. I�,C7uTE. Drawn by. ,. RXI8T`OV[i 12STOW DRAIN LM 2 dP�g `;# " A T-� ; 2>m, . .� P vEMEN �,. 4" WIDE Checked by. DJK "I"-EXTG. CATCH BASIN ACCESSIBLE 36'-g1" PAINTED Job Na., ;Qz0408Rou;� ST,MIRES Drawing No.: ..:StfE EXT& CATCH (WHITE) I I I ... .. ... I 1 I 1 1 1 1 .. . �-____� WICE PAINTER BTMCs —- — I__ J L_ _.__._J + XfG. -'-- - S1IRIPC3 (WHITE) �E •,, .. ICE M W4 A ICE 1 G.D. WARE WA A ICE , "� DIRECTIONAL I P ,A IR K I N G D A T A 1 RXLOCA d►GNA04E TO R/,MF' r I610A= DOE t... THE F0L,LOUJNG "U8E" AREAS HAVE 15EEN � TO RAMP I .-----'' I ABED IN ORDER TO E®TIMAT'E IN MOT I J T � BLDGi. 'D ••-•••^ 4 ,aUr.*Wx LENT. `(NE NECE68ARY PARKIT�x � uHr� ro � _ SUBMITTALS } ,4114 LFA - _ )ci'f7r. dTRIPEd (WHIT''. EXteT1N8 4 srv1E"i ` SPACES REf .JiRED ' I __ LI I - .. EXT& .— X d;' T 5-15-02 PERMIT 50MITTAL � !!lASIN 1191-L`X1c '>� --- 2 JPACEB CIS. OFFICE------ EXT& WATEIQ �+ 632 9F. A681JMEC.� .I EXTQn WATER I . ' I \-EX16TING OUea►WItY I I 1 �A - x $ �j 6-28-102 PERMIT REVIEW 11 I I 632 / IAD" .�3 x 2.10 • I.1 I GLIIALITY 1 ISUILDIT�IQr!! r I FACILITY I 1 , PAGILITY 5a `� 11-4" >r-AMP ADvED W HOUSE / MANUF. I &PACES PAVF,MENT �— IrR* I,lD� L IZ ! 38 I ------------ TOTAL RSQUI OD 6PAC O---3 -- r�--�. �.�-_..••�t+�s��_� _ ,�.�•.— .c� _ _ _ --_ TOTAL SPACES lwlWvVgD 4 ,✓ r S'-D" x 5'-IIA" L.ANDNO-/ x W-IFI" LANV4 Qi �'`�'�'� ' �' L_'.11 �.�I 1 �.. Pf t r< 6 LO�i L.,dNtaA+113 4T-- 1 -, --- ___.Y________.__..__•_._.__.__._.____. { t I STANDARD MID PAINT OF RAMP —7 N&I 64MA" ANC) a . 1 2 rA$t#V-LBL 1 a, RAS FRINpF'I CMRI SHEET ;'W tt F.z,tr_M . ,. �.,.a • _.y : nip ,'t�` J�'�' moo �W� ��r •_..- ._..___.___ __..... ilUfrNFk71d 6��'IM Twp EAa REM I D IAAEiI Ep � T�MAX OMA�fiM � a µ' w;A., ,!; • • n...r,wrr•w • „«,•.•r.. I11M ■.►r. 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'_____, . N � I -, VIV 11 -1 11 LE-'M WACE. , ,_�_ ,I ,\ N" , �,�'. '\ ""-"'I� \ I -% 4\, 1 It ,\", " 11 , , , - I ,%I ,I. , I N , ' , \ : � 4, ., . 1. . . L , . , - I I I . _� .N .. 1. I I I .1, I-1� I I 9 ."", I I',,*, " SUBMITTALS I I \" . 11% . _�,�� , I 11 — . Ki . .. ", � '' &6 �". - \ �,,\. . J -uj 0 5-15-02 PERMIT SUIBMITTAL .�. "� k I, � I , I � K" �I. k, . . I " '1� '. . . .N � . I � . 4', 4. . ------- ____ \ il -1 I- . , I I -. � I . 11 - ... . I k- I � - ?WILL T4416 WALL W/-- .. .11 .1-100101-1 Am_11c1.a&"_.m._1_._­__.._­ . . I -1. . \\-MTAL. WALL PAML6 It I .�- ­...rrrr ------.�---..-..-..---�--.------ j WOOP PRAMM 0V ,., 61"� mi 11.1fJ.111111I _­.�IL- (WWITE) I Lb _�W_­­ '� L' I I ---------.------------- L METAL WALL I , " 26 It �I � . ...__�.,�_­�­­­" .,__�­ '17 __ . � I - , I . I . . q '-` 1 I I . _­`��_­.".--1-1-1-r-. 1��_1___��_ " 11111111111- . -_ I ELEVATONS � i I...-� �I-.1 I .. .� .- I 1. I . I-I li- . ,. , . - I . -1 � 11 � ­1.. 11 .�. I - . I I r 1. . 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Center St. - Tigard, Oregon 91223 Phone: 503 620-2086 Fax: �503� 684-3636 i s I A Ell M ! IL i �\S' ' G�N� "P i -- _ / ` 1 I I �f 16,5 L , OL ; .,---®r- 3 6 ( I ! I - 6 2 a NEW X-6” t'a x 10" 2 5J 5,1 T14IC K FOOTtf4Cs 5I A SECTION v4" " 1'-®" ! EXTG. 2 x Qs RIDGE a EXTG. 2 x 6 • EA. T1411'.,r.9 NEW 2 x 6 D IACs. bt1PF'OR, -,-NEW 2 x 6 D IACs. 8CIPPORT C NHECT TO EXTG. DOL 2 x E' C4X*MCT TO EXTa DSL 2 x b W/ (3)5/16"0 x 4" LAG 6C'REW6 W/ (3)bA6"o x 4" LAG SCREWS " 9 NEW 2 x b 6lJF"F'C�I@T COt�f4ECT- -TO EXT6L DBL 2 x b LLV (2) �' i NEW 2 GTb TO POOGTDBL 2 x b 9/16"0 x 4" CAG SC REW9 L W/ (2) 5/16"# x 4" LAG SG1'o�Wi5 4 5.1 9 PROJECT: L STRUCTURAL - UPGRADE 6 FOR - EXISTING ---, ---� 2 BUILDING �i �- ?4th AVE. • I NEW 12" x 19" FOOT:NG '4L PARK NEW 2'-f►" 6a x 10" ---- INDUSTRi, lk I 5J TWIC K FOOTING 1 5.1 ba 15715 S.W. 74th AVE. Tl AR OREGON a.� .. ,: ,., ...,,. ." _ .... .. ... ..-., ._ ., ..,... •._.. .,. i:xw,+c�?. . .. _ i�Tui,. u,.�� '."•u;�twr�r,,rr:;t:� TIGARD, SEC .. sl. 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VR) Ow �y ALL �1u4�.1.!!. NIM3"f DOOR 0 EXT¢i. 2 x 4 • 16" OCG. 6' JD 'UALL ALL G�UGMtE M3FIALL 144VE A 1"Mt'Fl Mot V.4L,t� t� pfd-b 'G t�t1t ( 4IlhIDt71111 -01 EX1'b. OC3l+EI{.L 2 x • Io�FTER6 ALL W . ,�iilb WALL MA111 A f1A�t. W VALUE +cam U-0!4 AJC A MAX $F3ADR45 Ci+7 " It GP 6CR�YB'S H 14E1U DOL. 2 x b 14CADER _- 6 ExTCi. 2 x 6 GI•k;7R� TIEb CS) ExT� ls) 2 x Io 1 ADEM BUILDING SECTIONS iJ A W 2640 Lg4DM P' A't"YK: vM15i'tILATk714 I B!°.l �iY®i'4'r' Ml�D 6.M�. OF ATTIC SPACE OR I !.►F. / ' �. r 0 LOW YlMhtt`1LATt�dV I v -49W 6 2/4" x III LAM M3M�'.yk'I IJF / 24Fv4 EXtCi. DIS. 2 x 6 4eArK R a P'I�YT'DPf AT'h1C e GO 14m' 6" x 6" NO, I C„dLR114 !i EXM. WA�OW TO 'LT''a4►N C21� ALL M3'x11#TMNOr 4 t411�111C,�{J'i'T1E1oEb TO M•C7f�7 MRAc:111.tTT' 1/2" COX PLS IW 4,d • 6" C:JC, on 12" C7.r, FH H PYK1241M122Q L4 * P` 15764 �,1t rd, 1 VF. Ct EX'I'T. OCX9�! TO M�'1AM i S e'r;• f alk :'Ea a t:' ' t •'1 t, 3 y U•5'�" Vit,,. „1. �i`� Yk'dyti'Y 1w.'.' t �il ��♦ti,V " .{+n`n 'f a' (I c r 1 - /�-EXTG. 2 x & STUD / E DSL. STUDS . HOLDDOIN- ` I I , \FACE OR EXIBtRJG LOCATIONS OUT BUILDING NEW 7 x b—� SIMPSON HD2A W/- \ - ilk I S-0' MIK _________ _ . PAVEMENETXAND ADD (2)5/61• MB. . 9025 S.W. Cmle Jt. - Lgald, Oregon 97223 NEW CONCRETE RAMP x.wuc coo"LLQE --------— - hone: 503620-2086 BFMPOM OT ES ® Fax: so3j sea-3635 USEN SST HOLDOLLOWN IN LOCATIONS -EXTG. SLAB ------------- -- I r----I I r---•I - 4" ,�pED PROF I•---1 I'----I I r-_-'I I r• NEW 2 x 6 iv WV\S 6aGUNEF9� ' NEW IA'• AB. • 4'-0' O.G. 165 17i4l SECTION A GLU LAM BEAM--. DRILL THROUGH EMG 1 � IM2 x 81LL R N SLABTQ BOTH SIDES TT?. PRIOR TO PLAFIEN VyV4Y IR- -- --- OF FOOTING BELOW 'mss' MECH- VIBRATES 9 CONCRETE FEATHER IN EDGEb CONCRETE d . . /wff '; VVVII' RAMP O IY IF NIBROOMED " M OF RAMP TYPICAL I NEW &'-C'TALTERNATEJ' � d x•n4u cwo••xoPS WHEN PO601BLE. 6' MAX. EDGE _- 4 6488 - CONT. Y I,EION W 2 x 6 CHORD TIE TYP. `-&R'IPBGfJ LU26 TYP. PLAN TFOR PHASE CNEW6 SEE AND • d • _ - •4 BARB AT 36" OC. L TWO LOCATIONS e -a-0%ON LSTA24 (4) k BARS - LENGTHS �/ E„ MM. t PHASE ONE I0'-0" CENTERED x 6 COLUMN W/ SIM-60N COLUIN _ ""I Y M b'-0" FOOTMG LE .TH I ____I I I___ • __i CAP ECC16 • END WALLS a 61MP60N PHASE AP 24" EACENTEREDLU/ PHA9E TIDO) CC16 CEN11ER COLUMN � 1 L___•I I r-__'I I r d I I M FOOTING LENGTH /� I ���TRUSS MODIFICATION DTL � NEW PERIMETER FOOTING DTL SECTION ® 7".r_e^ N )FTM AND SOUTH WALLS CONCRETE VAMP P1eOPERTY I NEW 7 x 6 WM.L— --� _ 1 W/ BROOMED _ 3'-0' MIN- --. ,LIKE AND/OR FINISH n nuc cice•xa"e FENCENEIU Z x 6 STUDS • V C.C. EMG, STUD WAIL—` EMG. STUD WALLS V BARB - CgJT. Qyy -RILL T1 xHROUGH EMG - 1 L L A.B. x SILL E e SLAB V BARS AT !6' OC- L I!1"1 B. W/ 6" MIK V/'• x 12" AR. • PRIOR Or TO BELOW PLACEMENT IOW IR"• 4.B. UV 6' MIN. ;1i EMBEDnENT • 4'-®^ OC. 4'-0' OC. C. SLAB EYEIED�IENT • 4-0" OSLAB C� EXTG. 6TA0KED LAND6GAP BLOCX WAI SAW CUT I--"- I I r-'-• I L� v - - COMPACTED d BACK-FILL .__--i I i__ 'I I I 'I i i.-_"i i • • Y �r 1'- -•1 11•__-1 I I-----1 11•--_-1 ' d d' Od O ♦k • __: ;.____, I I_, � NEW 4" SLAB — _ � i i i -•i I I____.I I 1--: NATIV! SUB-SASE 9 - � W/ � BAR • • • e ,a � _• d .• -I I r - ` r;;-;I 1 ;•___J I Imo' �. d O 24" OC. EA. WAY EMG. BLAB A h'EIU 4' BLAB a WV •3BAR • 24" G-C. EA WAY 8 NEW P001'MGS AT b'-0' ALTEWATE I �I I L___•I I I l i -,1_ __.J_L�' .�•Q • LEW4THS BEE rOITJ >ATICN d d N-,AJ FOOTMGS - _� (4) •4 5ARb CONT. AT b'-0" ALTER&IA1E C d Q TIO LOCATICN6 ONE AND a Q SECTION C �. PLAT�R6EPHASE ONE • . '• • PROJECT'. IT TWO LOCATI°`''e SEE STRUCTURAL GENERAL NOTES, n 0ONS TT lUCTia4 fWC TING- - tl• MIK 12" nM. UPGRADE . . • ALL FILL TO BE COMPACTED TO 55% RELATIVE COI'IPACTION FOR • PLEASE SUBMIT MANI.FACTURIERS LITERATURE TO N.E.I. POR POR EXISTING LANDSCAPMG BLOCK WALL PRIOR TO CONSTRUCTION. MAXRIUM &LOPE , I WIT VERTICAL M 20 WITS HORIZONTAL BUILDING ( SA SLOPE ) CONCRETE RAMP DETA LS IN 74th AVE. -- 7 NEW FOOTING DTL �'�_ NEW FOOT�'+1G DTL �NEW FOOTING DTL INDUSTRIAL PARK 3/4"•I'-0" WEST W,.ALL UIQ^,�-0" WEST END I ve^,r-o^ EAST END I In^.r-m'• 15715 S.W. 74th AVE. USE 6TITCHED LOOP6 TIGARD, OREGON I PILTER PANIRIC MATERIAL- �- OVER 2 x 2 P08T6 !6' WIDE WL Le, PILTER — —b x 6 NO. ! COLU'!l -- I FABRIC � i MATERIAL. -- I 2) 1/2-0 MB. _MG. 7 x s PRAMMG Date: 5/15/02 / � Scale: ..AS:SH04�N:: Drawn by DJL 1�-- Checked by. PL6b Job No.: 9Pb40ff, Drawing No.: ••SIL :f ANEW 6 x b COLUMN T. COLUMN POOtMG MPO •••• d tk _ , -SEE DTL bi6.l FOR GOLItM . •' MAJa 6PACP a d d d. TO POOTMG CONNECTION 16 -NEW FOOTRK3 - SEE OWDATICN `�., PLAN POR FOOTING 612E AND ----. — . d .- ----- LOCATION � SUBMITTALS -- -- _ T VIEW da d d 5-15-02 PEWIT SUBMITTAL n r 6-28-02 PERMIT REVIEW a . 1 � 0 - d _ -- NNOTES ♦ Q d d T. W-Wr BOTTOM AF TILT IC 6" VERTICALLY Fi GRADE. ERF CALL BELOW NI • • • • x Ib° A!!R ONES LOYi --- - Q - " A nee UDE n) 11, 62002oo "' � 2. 2x 2'' FIIQ PINE OR PTFEL PENCE 1PU0T0 v s'JII, Sr I� I5T6i SK' 74"'AVE «gyp& 3, STITCHIRD LCk�PO TO E!'E MiTALLED ':iC7UWNILL ®TOE OF ELOPE. 'BET' ffFDxr 4. COMPACT ALL AREA6 OP FILTER FAg"IC TIlNIC$4. --- T -- ' -`'•° BUILDING DETAILS Or r 6 1 eACHuaY SHEET aJI.UMN TO FQ<?T0 CCJNV. DTL. COLUMN F{�OTINQ DTL 177E REfAtSS[C hOR CAVlROgE 9Y SLAB NOTE, RX7tM3 MA _ .- y r ' 1M�,117Qq! _ 4 Y >