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11686 SW PACIFIC HIGHWAY #N � NCTE5 FCIR NELL] CCN5TRl CTICNESCI4EDUI_ TOV y 'V V V, V V V DRAI,UIN��; ^PV V V V V y V \ rA 1. ALL UJOf�JC SHALL CONFORM! TO THE 1 57 5TRUC'rURAL 5F�CIALTY CODE 24. ALL LIGHTING AND VENTILATION EQUIPMENT SWITCHES SHALL BE LOCATED NOT LESS THAN Al C Eh1ERAl NO T E5 c. BA..ED' CA THE ,998 URC CGDE AMENDED B1'- THE 51 A-rE GY- OREGON . J' C E D UL E TO D RAIU I NC�� ALL WOW, SHALL CONFOR!MI TO THE 1996 OREGON STATE ENERGY CODE AND ALL THAN 36" AND NOT MORE THAN 54" ABOVE THE FIN1544 FLOOR MANUAL FIRE ALARM DEVICES 1 �1 1 5I TE PLAN, VICINITY M,4P d APPLICABLE NATIONAL, STATE, AND LOCAL SAFET`T' CODE REQUIREMENTS. AND THERMJSTATS SHALL NOT BE I'IC�RE THAN 54" ABOVE THE FINISH FLOOR LEVEL. ) 2. DC; NOT SCALE DIMENSIONS FROM DRAWINGS. VERIFY ALL DIMEN510N5, D ''TUMS, 25. ALL SERVICE WATER OR FIRE SPRINKLER PIPES IN UNHEATED SPACES SHALL BE PROPERLY PROJECT I NPO R",,4 T I ON INSULATED t0 PREVENT PIPES FROM FREEZING, AND LE /El- PRIOR TO CONSTRUCTION ALL DIMENSIONS ARE TO FACE OF STUD OR 26. ALL LIGHT FIXTURES �3HALL BE SUBMITTED t0 THE ARCHTL=CT FOR APPROVAL. ALL EXTERIOR ) 'a"�- '1 16t FLOOR 1�LAN FACE OF CONCRETE UNLESS NOTED OTHERWISE. Cv►vSULT WITH ARCHITECT AND LIGHT FIXTURE TYF'E`� AND MOUNTING LOCATIONS SHALL BE AP'PR�)',/ED BY THE ARCHITECT. / � OWNER REGARC)ING ANY SUSPECTED ERROR5. OMISSIONS, OR CHANGES ON PLANS I I E 4 .2 BASEP`1ENT PLAN 21. ALI LIGHT FIXTURES INSTALLED IN A RATED CEILING OR A RATED CEIL NG - FLOOR 465FI- 15L-Y ,c�3 1 EL-V,4T I ONS O L Y M P � � BEFORE PROCEEDING WITH THE WOR}C. . SHALL BE RATED to EQUAL THAT I� THE SPECIFIED ASSEMBLY. UNLESS ,vOtED oTHEhd1JI�,E, ALL � _ 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS LIGHT FIXTURES IN A CEILING ASSEMBLY SHALL HAv1= A ONE HOUR RATING. J 44-1 SECT I ONS 114 - ,411 1!5 - 51 4 "C _ CII A S S O � I A T E 4ND MFTHOD5, TECHNiQUr 3, SEQUENCES, OR PROCEDURE5 REQUIRED TO PERFORM 28. REFER TC WINDOW 504EDULE FOR DETEW11NING WHICH WINDOWS ARE OPERABLE AND WHICH II " II ''E - Ell I II 11F -F- 11 I �-' II I HE 1OF� WINDOII6 4RE FIXED. ALL OPERABLE WINDOWS SHALL HAVE INSECT SCREENS. ) 44.2 OJ' ECT I ONS U - D E - E 4 F -t- C C) M P A �� FIXED.THE CONTRACTOR 51-BALL UTILIZE 'LON5TRUCTION TECHNIQUES. PRACTICES, AND 29. 'FLOC>R LINE RF'=ERS TO THE TOP OF THE CONCRETE SLAB AT THE FIR-5T FLOOR OR THE TOP 44.3 c.�E C ��,�c� I _ I _ , Ph�OCESSES THAT ARE STANDARD AND Ar TO THE CONS T RUCTION INDUSTRY I OF THE SUBFL��OR / SHEATH,N.s MATERIAL AT THE UPPER FLOORS, UNLESS NOTED OTHERWISE. QUALITY STANDARDS THE ARCHITECT DOES NOT SPECIFY OR ASSUME LIABILITY OR 30. THE CONTRACT(.)R SHALL SECURE ALL. REQUIRED PERMITS PRIOR r0 PROCEEDING WITH 44.4 LUALL SECTIONS 1, 2 4 3 RESPOr4515ILITY FOR METH0175 AND MEANS OF CONSTRUCTION. THE IL►';RK 5, THE CONTRACTOR 5ii-+ALL INDEMNIFY AND 5A\/ G'11 f AE NER AND ARCHITECT 31, ANY VIS:REPANCIES FOUND AMONG THE DRAWINGS, NOTES, SPECIFICATICNS AND THE SITE x-'4.4 W4L L 5Ec.r ION - HGRMLE55 FROM AND AGAINST ANY DAMAGE, (. 3T, OR LIABILITY FROM INJURY CONDITIONS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL ADDRESS SUCH ,45,1 ENL,4RC$ED RE5TROOr''1 f=L,4N OR DEATH TO PER5ON5 OR FOR DAMAGE TO F,lOPERTr CAUSED BY NEGLIGENCE I INCONSISTENCIES IN WRITING. ANY LLIORK DONE BY THE CCNTRACTOR AFTER DISCOVERY OF _ .,� OF THE CONTRACTORS HIE EMPLOYEES, 46ENT5, AND / OR SUBCONTRACTORS. SUCH ERROR SHALL BE DONE AT THE CONTRACTORS RISK . THE CONTRACTOR SHALL �/ERIFY 46.1 REPELCTEL,, CEILING PLAN MAGNOLIA 6. PRIOR TO BEGINNING, 4Nf SITE OR BUILDING LAYOUT AND CONSTRUCTION, THE ANIS FAMILIARIZE HIM/HERSELF WITH ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK ,41,1 DOOR SC��EDULE CONTRACTOR 5HALL CONTACT THE ARCHITECT AND CIVIL ENGINEER TO OR FA5RIC4TION �) I F DETERMINE AND VERIF`r ALL PROPERTY LINE SETBACKS, EASEMENTS, AND ANY 32, OPENINGS AND PENETRATIONS IN FLOOR / CEILING OR ROOF / ASSEMBLIES SHALL BE PROTECTED WITH / APEDLICABLF RESTRICTIONS THAT DETERMINE THE LOCATION OF THE WORK TrIROUGP -IzENETRATION FIRE5TGP5 AS REQUIRED BY U.B.C. SECTION 110. C L ON THE PROPERT` CONTRACTOR SHALL CONFIRM (WITH THE ARCHI'�ECT) THE I 33, PROViGE NEAT CUT WHERE UTILITIES ITTE5 PENETRATE RATED WALL AND FLOOR ASSEMBLIES - SEAL TI � 51 GENERA1�lOTE5 J E/.ACT LOCATION OF THE SITE WORKP,� JRI INT FROM WHICH ALL 51TEWC AN,'") WITH NON-COMBUSTIBLE CODE APPROVED MATERIAL IMPERVIOUS TO THE PA55AGE OF SMOKE. /j2 CxENER,4L NOTES 4 BUILDIW, LAYOUT 15 E5TABLI5HEG. 34. TO MAINTAIN WALL FIRE RATING, GYPSUM WALLBOARD SHALL BE CONTINUOUS TO THE FLOOR SHEATHING 1 5,45EMENT FOUNC AT I ON PLAN THE CO�ITRACYOR 15 TO ✓ERIF7 DIMENSIONS AND CONDITIONS 5HOWr. ON THE (INCLUDING AREAS WHERE BATHTUBS, LAVATORIES, AND KITCHEN W4L AND BASE CABINETS MAY OCCUR). DRAWIV35 AND SHALL BE RESPONSIBLE FOR THE ,JOINiN`s OF HIS WOf?K TO THE S3 MATIN FLOOR � ROOF PR,4P�iINCx PL,QNS TO THE WORK OF OTHER TRADES ANY D I5CI;i=PANCIE5 SHALL EE BROUGHT TO PACIFIC HIGH 1N A Y T1;47 ARCHITECT IMMED14TELY UPON DISCOVERY. ) ,54 FC..-)JNp,4TION 4 1"1,45ONRY` DET,41L5 P,. THE CONTRACTOR SHALL BE RESPONSIE:I_E FOR PROVIDING A PERMANENT, '\ 55FR,QM INCA D E T,4 I L S TIGARD, OR TOTALLY WEATHER-PROOF ASSEMBLY. .' I_L OPENINGS SHALL BE CAULKED, 35. CONTRACTOR SHALL INSTALL FIREBLOCX AND DRAFTSTOPS AT ALL LOCATIONS RSQUIF4ED AS SPECIFIED SEALED, FLASHED, AND WE 4"�+ER5TRIF'PEp IN UB.(;. SECTION 12�n. S(p FRx-VM I NCS D E T,4 I L 5 9. ALL GYPSUM WALLBOARD (GYP. +3D.) SHALL BE INSTALLED PER THE REQUIREMENTS OF THE NoRTHWEST WAIL AND_CEI TNG BUREAU. Randy F. Hart, Architect 10. ALL GY P5UM WALLBOARD 15 TO BE TAPED, FLOATED SMOOTH, SANDED, AND PAINTED ALL OUT5I1DE CORNERS TO HAVE METAL CORNER BEAD TAPED ANG20213 2 1st Pi. N.W. 36. THESE GENERAL NOTES AND DRAWINGS APPLY ONLY TO THAT PJRtION C� THE BUILDING / PROJECT FLOATED SMOOTH. IN WHICH (WORK DESCRIBED IN THESE DOC U1 1ENT5 15 SCHEDULED TO BE ;''ERFORMED. THE ARCHITECT Secttle, WA 98177 11. ALL GYPSUM BOARD FINISHES ON WALLS AND CEILINGS SHALL BE SELECTED BY SHALL A55UME OR ACCEPT NC LIABILITY FOR WORK IN AREAS WHERE NO WORK 15 SCHEDULED THE ARCHITECT. TO BE PERFORMED. I Is providing Architectural services fcr 12. ALL GYPSUM BOARD :S T') BE_ TYPE "X" UNLE55 NOTED OTHER1J15E. WATERPROOF 31. CONTRACTOR SHALL LOCATE EXISTING UTILITIES PRIOR TO ANY SITE WORK Olympic Associates Company on the GYP. BOARD SHALL BE INSTALLED IN ALL KITCHEN, RE5TROCM, BATHROOM, JANITOR'S 38. CONTRACTOR SHALL SUBMIT DRAWINGS JR DATA OF ALL PROPOSED JOINT DET/AIL5 AT ALL EXTERIOR ) CLO above referenced ro F T LOCATIONS. INSTALL "WONDERBOARD" IN ALL WALL CONDITION$. ALL JOINTS BETWEEN DIFFERENT EXTERIOR SURFACE MATERIALS 5HALL RECEIVE THE ec L DAMP LOCATIONS SCANU ANY OTHER Cp p . HEC�11i_Er TO RECEIVE WALL TILES. APPROPIAIE SEALANT AND BACKER ROD, ALL JOINTS AND JOINT DETAILS JHALL BE APPROVED 13 ALS FLASHINGS SHALL BE PER I HE SM.A.C.NA. "ARCHITECTURA�SHEET MFAL AL IN WRITING BY THE ARCHITECT PRIOR TO INSTALLATION OF SUCH DETAILS, SHOULD THE L,,')t-,TRACTOR M ' A ", CURRENT EDITION. FLASHING ;;HALL BE Ih. MINIMUM LENGTHS OF CONSTRICT SUCH JOINTS PRIOR TO ARCHITECTS APPROVAL, THE CONTRACTOR 5HALL BE RESPONSIBLE 8'-0". UNLECc NOTF.D OTHERWISE, ALL FLASHING 5H:'!_L BE GALVANIZED STEEL, ALL. FOR REMOVING THESE JOINTS FOR INSPECTION AS DEEMED NECE554RY BY THE ApZ01TECT. FLASHING EXPOSLD TO AEW SHALL. BE FQEFINI5HED, WITH COLOR SELEC"MON THE COST FOR OPENING AND REPLACING T!-iESE JOINTS 514ALL BE TPI: RESPONSIBILITY OF THE 3447 E3*1 ARCHITECT CONTRACTOR f-ROVIDED 'HAT THE JOINT DESIGN IN QUESTION WA3 NOT PREVIOUSLY APPROVED BY NCS/F !4 TRADES REQUIRING HOLES IN STRUCTURAL MP-15ER5 SHALL CONTACT STRUCTURAL THE ARCHITECT IN WRITING. THE CONTRACTOR SHALL BE RF,61PON5IPLE FOR CONTACTING THE ENGINEER BEFORE CUTTING. MANUFACTURERS OF THE DIFFERENT EXTERIOR MATERIALS TO DETERMINE THE APPROPIATE TYPE OF ` 1� 15 REPETITIVE FEATURES ARE DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED SEALANT AND BACKER ROD. \ AS IF DRAUJN FOE: EACH OCCURENCE, 39. EACH SUBCONTRACTOR SPALL DE RESPONSIBLE FOR ANY DAMAGE HE DOES TO 16. ALL 5EI'.IER, ELECTRICAL, PLUMBING, AND MECHANICAL WORK SHALL CONFORM TO ALL ADJAC':NT WORK AND SHALL MAKE GOOD SUCH DAMAGE AT PIS OWN EXPENSE. APPLICABLE LOCAL, SLATE, AND NATIONAL BUILDING CODES. 40. SUB._.ONTRACTOR SHALL VERIFY .ALL FIELD DIMENSIONS FOR ITEMS FURNISPEL) AND 11. PROVIDE AND INSTALL SMOKE DETECTOR5 PER U.B.C. SECTION 1210 (A) AND APPLICABLE INSTALLED BY HIMSELF. STATE AND LOCAL COrE5. SMOKE DETECTORS SHALL RECEIVE PRIMARY POWER FROM 41. EACH SUBC:.ONTRACTOR ST THE COMPLETION OF HIS WORK SHALL REMOVE ALL ) BUILDING WIRING DEBRIS FROM HIS WORK 18 PROvIDE 'LLUMIN,4TED EXIT SIGNS PER CODE REQUIREMENTS, 42. ALL MECHANICAL DUCTWO;,;;X WHICH RUNS BELOW SLAB ON GRADE TO BE INSULATED AND ) I GENERAL NOTES ENCASED IN 2" OF CONCRETE. PLAM PLASTIC LAMINATE GENERAL STORAGE 19. PROVIDE FIRE EXTINGUI5HER5 PER LOGE REQUIREMENTS, � I PEAS PLASTER 5TR STRUCTURAL2© ALL HOLES IN BUILDING TO BE CAULKED SCALED INCLUDING ALL ELECTRICAL, PLUMF3ING, 43. SOLE PLATE TO BE CAULKED OR GLLaED TCU 5JBFLOOR RIM ,;01ST BETWEEN FLOORS TO Pru- PANEL STS SHEET VINYL SCHEDULE T O PO PRIVATE OFFICE SUSP SUSPENDED AND H.vA.0 PENETRATIONS. AL1. OUT-ETS, SWITCH BOXES, AND RECESSED FIXTURES ON BE CAULKED/SEALED. �gT �g'fTO�E ED) :,YM SYMETRY, SYMETRIGAL a � �' DRAWINGS EXTERIOR WALLS ARE BE CAULKED / SEALED OR HAVE FOAM FACE GASKETS. 44. ALL HOLES 1N BUILDING TO BE CAULKED/SEALED, INCLUDING ALL ELECTRICAL, f' 5Y5 SYSTEr^ PLUMBING. AND PvAC PENETRATIONS. ALL OUTLETS pep POUNDS SQUARE � �� 21. ALL GLAZING SHOWN IN LOCATIONS SUBJECT TO HUMAN IMPACT ( SUCH AS PANES IN DOORS, SWITCH BOXES AND RECESS ED FOOT FOOT T TREAD GLAZING WITHIN A 24" ARC OF A DOOR OPENING, GLAZING WITHIN 18" OF A FLOOR, AND IS FIXTURZ5 ON EXTERIOR WALLS ARE TO BE CAULKED/SEALED QR HAVE FOAM FACE PSI POUNDS PER 5OUARE T415 TOP AND BOTTOM OVER 9 SQUARE FEET PER C=LA55 PANEL ) SHALL BE TEMPERED OR LAMINATED SAFETY GA&KETS, I INCH TAG TONGUE ANPT OIN", D GROOVE GLASS PER U.B.C. SECTION 5406. 45. RECESSED LIGHTS ARE TO BE IC RATED, AA, TIGHT AND SEALEI TO THE CEUIN G 1 PT PAINT TC TOWEL BAR v G as-Ll-t TC TOP-OF-CURVE ELEVATION 22 ALL DOORS SHALL HAVE LEVEE' HARDWARE. SHEETROCK. / PTD PAPER TOWEL DISPENSORt TD TOWEL DISPENSER ; Pv PARTITION 23 ALL THRESHOLDS SHALL HAVE A MAXIMUM HEIGHT OF I/2" ABOVE FINISH FLOOR. 46. SERVICE WATER OR FIRE SPRINKLER PIPES !N UNHEATED c.rAGES TO BE INSULATED. 1 F'VC", POLYVINYL CHLORIDE WASTE TOW TOWEL D15F'EN5ER � s(,, f)44 41 ALL GLAZING TO BE DOUBLE PANE INSULATES TYPE, IJ-VALUE OF .60 OR LESS, J pup PL)WOOD TEL TELEPHONE i2e 46. ALL BATHS TO Dt VENTED TO EXTERIOR TEMP TEMPERED GIT QUAgiRY TILE TEMP TEMPERATURE R-19-99 PRINTED FOR PERM SUBMrtT 1 49. PROVIDE FIRE AND DRAFT STOPS AT CONCEALED SPACES PER UBC SEG. 2>I!olF), TEMP TEMPORARY — - -- R RAD'U3 THK THIC•K(NE35) Al 6_24-99 SITE PERMIT CORRECTIONS 13 B ' R `J c �^ ,� n A, A �� A. A, �`— R RISER THRES THRESHOLD A -__7 �.I �� V L- R RE51STANC�E R-FACTOR T — -- \ �--- - - ` � /`.��, \�'�/ RETURN AIR OC 70P OF CONCRETE 8-24-99 BUILDING PERMR CORRECTION - - TOL TOLERANCE - -- - ACT ACOUSTIC CEILING TILE CG CORNER GUARD DIA DIAMEi1ER FAS F48TEWER) GLULAM GLUE-LAMINATE MAS MASONRY OPP OFFICE RD RESILIENT BASE TOS TOP OF STEEL AFF ABOVE FINISHED FLOOR CHBD CHAL'GBOARD DIAD DIAGONAL FB FACINC's BRICK GIS' GRADE' MATL MATERIAL ON OVERHEAD RD 'ROOF DRAIN TPN TOILET PAPER HOLDER -- - - - -- - -- GIR GIRC!.t DIT; DIMENSION GWB GYPSUM WALLBOARD MAX MAXIMUM OPG OPENING REF REFEFENCE REFER TO — AGG AGGRE,�ATE FD FLOUR DRAIN TS STRUCTURAL TUBE ASL ALUM!iNUM CIRCUM CIRCUMFERENCE D13P DISPENSER FE FIRE EXTINGUISHER GYP GYPSUM M13 MACHINE BOLT vF"-' OPPOSITE REFR REFRI,3ERATOR rS TENANT STANDARC -- - -- --- - --- GJ CONTROL JOINT DIV DIVISION MBR MEMBER REINF REINFORCE(DXING) T NR DATE REVISION � ALT ALT=RNAtE FEC FIRE EXTINGUISHER CABINET TYP TYPICAL ANCH AI`4Cj40R (AGE) Cl. CLASSIFICATION Dl_ DEAD LOAD FF '=AR-FACE HB HOSE BIB MC MEDICINE CABINET N NORTH (COORDINATE) RE REQUIRE(OXING) TERR TERRAZZO CL ORAL CENTERLINE UN DOWN HC HOLLOLLI-CORE MC MISCELLANEOUS CHANNEL_ Np NAPKIN DISPOSAL REV REVISION(S), REVISED PLOT 1A . PLOT TWI AP ANODIZED ORAt 1MINIS FL FINISra HDBD HARDBOARD MECH MECHANICAL) NF NEAR-FACE RFs ROOFING AP ACCESS PANEL CLG CEILING DU DITTO � 3-lylgF.+ FLOOR RH RIGHT-HANG APPO AP-DROVED CLR CL E AR(ANCE) DR DOOR FGR FININ4 GRADE HDNR HARDENER MED MEDIUM NIC NOT IN CONTRACT UBC UNIFORM BUILDING GODF APPROX APPROXIMATE CMU CONCRETZ i"IASONRY UNIT OS DOWNSPOUT FH FIRE HYDRANT HOW HARDWARE MET METAL NO. OR • NUMBER RM ROOM UL UNDERWRITER'S LAB AZa;H ARCHITECTURAL COI, CO-JMWIN N DWG DRAG FHC FIRE HOSE CABINET WOWD HARD'a0OD MFR MANUFACTURER) NOM W,MINAL RO ROUGH OPENING UON UNLESS OTHERWISEr�NOTECale CUME,INATION FH9 FIRE HOSE STATION Era NIGH-GRADE MH MANHOLL Pt1RC NOISE REDUCTION COEFFICIANT UPR UMPER �-8TP' TESTIAMENG M TER50CIALS COMP COMPRES5(EDx IUN� HIM WOLLOW-METAL MIL THOUSAND!!~ � AN INCH NTS NOT TO SCALE TESTING MATERIA!-S E EAST (COORDINATE) FIN FINIg1-IIEp) S SOUTH (COOF;CINATE) UR URINAL CONC CONCRETE EA EACH FLASH FLASHING WOR HORIZONTAL MIN MINIMUM NV NAPKIN VENDING MACHINE AUTO AUTOMATIC SIP SHELF D GRAB BAR CONN CONNECTION HR HOUR M;;; MINUTE M) NEW I• A AND EB EXPANSION f30LT FLR FLOORING) SC SOLID-CORE VB VALVE BOX PERMIT E TO' CONST CONBTPdJCTION EF EACH FADE FLEX fiLF`cIBLE HS HICsI-I-STRENGTH MIR MIRROR • AT HT HEIGHT MISC MISCF_LLANEOUS OA OVERALL SCN SCHEDULE VB VAPOR BARRIER CONT GONTI ACTT , CONTINUE EJ EXPANSION JOINT FOD FACEOr- ON HVAC HEAT!N;i, VENTILATING MK MARK OE'a OBSCURE 1504 SCREEN VCT VINYL COMPOSITION TILE GONTF� GONTRAGTi OR) EL ELEVATION FOC FACE OF CONCRETE CC-RR CORRIDOR ELEC FLEGTRIC(4L) FOF FACE OF FINISH AND AIR CONDITIONING NO MASc?NRY :OPENING OC ON CENTER(S) VERT VERTICAL I BALD BUILDIN'� AND LANG SCS SOAP DISPENSER DEVELOPMENT CPT CARF'ET(ED) ELEv ELEVATION FOIC FURNISHED BY OWNER ID INSIDE DIAMETER MY MOUNT(LDXIN*) OD OUTSIDE DIAMETER SOB SOUND DEADENING VEST VESTIBULE CRT CATHODE RAY' TUBE ELEV ELEVATOR INSTALLED BY CONTRACTOR ID INSIDE DIMENSION MULL MULLION OF OUTRIDE FACE BOARD VT VINYL TILE BD BOARD CT CERAMIC TILE EMER EMERGENCY FUM FACE OF MASONRY IF IN81DE FACE OFD OVERFLOW DRAIN Sf_CT SECTION * C C P Y R I G H T BTWN BETWEEN CTR COUNTER ENOL ENCLOSURE FP FIRE PROOFING) N NORTH (COORDINATE OFF OFFICE aF SG2UARE FEET W-St. DOa,I+E M. ME IMG AND DESIGNS rM HUMP AS AN INSMP ENT BLDG BUILDING IN INCH CT3K COUNTERSINK (SUNK) EQ EQUAL FR FIRE-RESISTANT NO NAPKIN D15POSAL OH OVERHEAD 4HT SWEET W WEST (COORDINATE) OF SEUMM ARE THE Pao WTY a OLYMM ASS"TES COYPW AND ARE NOT TO BE BLKt:. BLOCKING Cr INCL �NCLUDEIi�), INGLUDiNG DM CUBIC Y&.D(S) EQUIP EQUIPMENT FRT FIRE-RETARDANT INS INgULATE(D), INSULATION 1� NEAR-FACE OPCS OPENING SHR °vHOUJER W WIDE-FLANGE IPyrt"� OR IN PART WITHOUT WIRTITTN WWR11ATTON OF OLYMPIC &%MkATE! BOT BOTTOM ESGA ESCALAIOR FT FOOT INSULATING, NIC NOT IN CONTRACT OPP OPPOSITE SHTH SHEATHING W WIDTH, WIDE BSMT BASEMENT • DIAMETER EST ESTIMATE FTG FOOTING INSP INSPEC:T(EDXION) NO. OR • NUMBER SIM SIMILAR W/ WITH DATE 6-24-99 SCALE 07 D DRAIN EW EACH WAY FUR FURRMG (FURRED) NOM I'dC)MINAL WB UTALL BUMPER BUR BUILT-UP Far,.OFING INT INTERIOR SPEC $PECIFIL:ATION(S) DBL DOUBLE EWG ELECTRIC WATER COOLER FUT FUTURE NMRC NOISE REDUCTION CCEFFICIANT PAR PARALLEL SQ SQUARE WC WATER CL05ET JUb CHANNEL DCLU DEPARTMENT OF EXCA EXCAVATE, EXCAVATION JAN JANITOR('S) NTS NOT TO SCALE PBD PARTICLEBOARD SR SOUND-RFrAF;VAN7 WD WOOD DESIGN DRAM CAB CABINET CONTRUCTION AND (E) EXISTING GA GAGE JT JOINT SR SHOWER ROD NV NAPKIN VENDING MAC-LINE PGC PRECAST ..C�IGRETE WH WALL-HUNG CB CATCH BASIN LANE) USE EXH EXHAUST GAL_11 GALVANIZED (N) NEW PCF POUNDS PER CUBIC SST STAINLLSS STEEL WI WROUGHT IRON CC CENTER TO CENTER DEMpL DEMOLISH, DEMOLITION EXP EXPOSED GB CRAB BAR K KIP(S) FOOT ST STRUCTURAL TEE W/O WITHOUT - CEM CEMENT DEP DEPRESSED EXT EXTERIOR GG GENERAL CONTRACTOR KIT KITCHEN OA OVERALL PERF PEFFORATE(D) STC SOUND TRANSMISSION UP WATERPROOFING APVROv� cr1Et"IcED CF CUBIC FEET DEPT DEPARTMENT GFRC GLASS FIBER KO KNOCKOUT ,?BS OBSCURE PERIM PERIMETER CLASS WR WASTE RECEPTACLE NSTALLED OF DRINKING FOUNTAIN Gf{I CONTRAC,�OR 8�-IED DET DETAIL GI GALVAII•"TED IRON I.., LIVE LOAD OC ON CENTERS) PL PLATE STD STANDARD ITR WATER-RESISTANT GONTR.+CTOp INSTGL GLASS _AZING LT LIGHT OD OUTSIDE DIAMETER PL ORS PROPERTY' LINE STL STEEL WSCT WAINSCOT FILE 99079 Al PLOT SCALE I*=1' PLOT VIEW LTWT LIGHTWFIGHT OF OUTSIDE FACE u!F 1 LVR LOUVER I OFD OVERFLOW DRAIN WELDED-WIRE FABRIC 11be6 SW Pacific.Hwy SUP1999.00217 1 of 23 A LEGIBILITY STRIP 2 3 4 5 5 7e 9 0 �2 �3 4 6 �� e 9 20 2 O�m= cm 22 23 24 25 26 27 28 29 30 $I I I OI q p1 UW1�a. IOL 11�I,11.1L1111111,LJ1.�,LliJJlaLl��111J1 t1..1ILiaJ�1.t1LI�1111LI i.;�! wJ�.l�tJla.>1�1.t11��lal��I�allla la �l�uIL1�; tJ1�11.i1►li I.aJ �! J I Oz NON!I I� 9R'•'eM1f.YMFMU1` 'I. y'w,.wf�IMI �w^IMM'f�S"wp4yrn'M-'URk M.RM1KIbM!WlIg1[, �' b _ , • .� T-. w .. « .« Lar +MAp"y``w"a. AWFMwt1IwtIMMM9 ►rlMwrl . `i NOTE: SIGN WORDING TO CONFORM TO CURRENT STATE STANDARDS rA kk PARKING WIIn D w V :`SABLED PEFUT ONLY SIGN VIOLATORS SUBJECT TO TOWIG JNOER ORS 811.620 ANO EINE — -- UP TO 1000( Low ORS 811.815 VAN-ACCESSIBLE y WALL MOUNI•ED WALL MOUNTED O L Y M P I C SIGN SIGN VAN ACCESSIBLE SIGN S,W. DARTMOUTH ST. n /� CONCRETE S/W n J �� C I "i L S (p 0'-La" __� -� 1'-4 �/$" HANDICAP RAMP AND – -- E� J. AN& M � ) A N Y -- - --- - _ ---— — _ - - AC ,ESSIBI ROU E -- NEW 1' PLAhLT STRIP -- \ C OSS WALK _ CN "7 CURB RAMP MAGNOLIA 1 i I I I I i ACCESS W/ DETECTABLE TRUCK LOA INCA ( I '0 AISLE WARNING 2D �I III .. / HI -F1 V I I I 4 PAINTED 24 COvERED I N S LOADING TRIPES— �- 1 ' , U / 23 DOCK (P BELOW III 22 I � ""' y Z z L �4 1 8 z 21 26 PACIFIC HIGHWAY 20 9, ( r- ! C ' c - _� c = :a300 TYP TIGARD, OR 3 ' ' II I-022 SQ.=T. , R40' —OIL 1 a - �' - 1 g 26 6M 8 -0" / 1 2,118 9q.ft. � I._._. _.._. _.-_ r. .....1 29 aq.ft. _ _ Randy � a dy F. Hart, Architect VAN ACCESSIBLE 20213 21st PI. N.W. / 11(o'-4 11116" = a8'-6" 60'-2" C14 (14 Seattle, WA 98177 Of 1 8'42 DOUBLE ACCESSIBLE PARKING SPACE_ is providing Architectural ervi:_PS for g19 SQFT Olympic Associates Company on the above Y P Y ` N 22,02& aq.ft. la n 16 ID 14 13 12 2 II I0 off$, referenced aroject — -� ��— — — -- — 1, ONE ACCESSIBLE PARKING SPACE MUST BE DESIGNATED "VAN - ACCESSIBLE', THE OTHER SPACE PROPOSED NEW CAN BE EITHER "VAN ACCESSIBLE' OR STANDARD PARKING SPACE. LANDSCAPE AREA SEE ENLARCED DETAIL BUS 5TOP SVELTE} 2, VAN - ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL SIGN (OR20-6D) MOUNTED BELOW THI STANDARD PARKING SPACE PARKING SIGN (OR20-68). / TYP. FOR ACCESSIBLE PARKING 3. VAN - ACCESSIBLE SPACE CAN BE USED BY ANY VEHICLE WITH A DMV DISABLED PERMIT. INFORMATION 4. MAXIMUM 2% CROSS SLOPE ALLOWED IN PARKING SPACE OR ACCESS AISLE. 1>' 3447 rte, ITS PLAN GRAP�?IG SCALE 60F SCALE •� - m 10 20 30 4P> 50 60 SCALE 1" 20' .-O" SEA77T - OFF, PROJECT INFOfO�14TION: BUILDING CODE: 9l' UBC 4 TIGARD MUNICIPAL CODE PARKING CALCULATIONS ZONING: C-G LOT AREA T GROUP- 2S,S18 3 4s_E AREA OF STALLS SITE PLAN LOT AREA 29,918 Sq.ft. -- PROPOSED BUILDING SIZE: 11,260 Sq.Ft. OFFICE AREA 950 sq-ft. /1000 x 2.1 • 3 STALLS 3,101 eq.ft. IN BASMENT AND 8,159 Sq.ft. ON GROUND LEVEL_ AUTO INSTALL AREA 10456q.ft. /10000 x 2.0 . 3 'STALLS WAREHOUSE AREA 1,500 Sq,ft. /1000 x B ■ I STALL RETAIL. AREA 1,'165 SCISt. /1000 x 3.1 - 29 STALLS IMPEFrvIOU5 °URF CL(; LGULATII TOTAL STALLS REQUIRED - 36 STALLS MAX 'MPERVIOUS SURFACE: 85% ■ 25,481 eq-ft. ACTUAL STALLS PROVIDED - 34 STALLS ACTUAL I'"IPERVIOUS SURFACE: 24,125 Sq-ft. 30 STALLS 1N PARKING LOT L t!CAPE_�ALGULATI� 1 STALL TRUCK LOADING/PAiG'1GING MIN. LANDSCAPING REQUIRED: 15% - 4,491 sq-ft. 3 STALLS IN AUTO INSTALL_ AREA ACTUAL LANDSCAPING PROVIDED: 5,803 eq°t. 34 STALLS TOTAL — -ET FRQNT4GE31?'-8" -- SPRUCE ST 3-17-99 PRINTED FOR LAND USE j"R : MIN 5�"'. BUILC-ING1 STREET FRONTAGE: 136'-4" THOS gT 5W 16TH PL 5 19=99 _ _PRMITEO FOR PERMIT SUBENRAL •aGTUAL E3UILUING /STEE"' FRONTAGE: 2'6'-I" PARKING STALL R DUCTION_p(JUE TO �$ $ToP 5W STVE AVT Dl �_— 0-24-99 _5LTE_PEitM1T CORREC110N5 (BASED ON REDUCTION FACTOR OF 20%) � — > / " 1A„z1 41aG.uLATIQ�A T074L STALLS REQUIRED - 36 STALLS x 2@9. • 1 STALLS � 4 d-24-99 -_. _. Q � BWL)ING PERMR CORRECTgNS --- MIN 5046 BUILDING LENGTI-1 IN GLAZING: 108' IN L ENGTH TOTAL STALLS REQUIRED ■ 36 STALLS - 1 STALLS • 29 STALLS cp QJ r W RlvMi10N ACTUE3 AL t.IILDIN[; LENGTH G IN caL_AZINci: 113'-3" IN LENGTH ACTUAL STALLS PROVIDED34 STALLS > 29 STALLS NR. DATE PLAT DATE PLOT TMIE: � .4J1 18TH AVE �P SITE T E NORTH WEST EI EVATIOt� a 84 Sq.Ft,. 159. 12-1 Sq.ft. OF SIGNAGE ALLOWED r ACTUAL. ARE-` CC- SINA3E ON NORT4 WEST ELEVATION • 80 Sq.ft. � r 4� �F�G W SOUTH WEST EI_EVATIOW 9955q.ft i !E+'1" = 149 eq.Ft. OF SIGNAGE ALLOWED SW BAYLOR�G > – ACTUAL AREA CF SWAGE ON 901J '1-1 WEST ELEVATION ■ 120 Sq.ft. Q 4 f3W DUVALL ST j NORTH EAST ELEVATION - 258c3 Sq.rt. 15% - 338 eq.Ft. OF SIGNAGE ALLOUJED _ SW CLINTON ST PERMIT S' ACTUAL AREA OF 4 G INAE ON NORTH EAST ELEVATION 80 eq.ft, d� \ 3 - SPRINK rc R€:UREM z TS: d5 J d5 LL v `n BASIC ALLOWAL .LE AREA - L40" ,q-Ft. FO'1 TYPE VN - UNSPRINKLERED BUILDING AREA INCREAZE =OR SEPEPZATION ON ALL BIDES -- MIN ARD SET IaAGK IS 31' me THESE DOrUMENTS, THE IDEAS AND DESIGNS MICORPORATTD MERLIN &I, H INSTRUOIT# � 31' - ��' 11' x 5+i 85�i d4 p(/TN OF SERVICE, ARE THE PROPERTY a OLYMPIC ASSOCNTES COMPANY All ARE NOT 10 USED M WHOLE OR M PART WRHOLR WRITTEN M 40RVATM Of OLYMPIC A.SSOC x 85'ti 6,800 eq.ft. • AREA OF INCREASE �� 8000 • 6,800 - 14,800 Sq.Ft AREA ALLOWED FOR U NSPRINK'..ERED BUILDING – ------ — ACTUAL AREA OF BUILDING 11,260 Sq.ft. 14,800 S4.ft. � �--- — — --- DATE 6-24-99 SCALE 1'40' 0• THEREFORE: THIS BUILDING DOES NOT NEED TO BE SPRINKLERED. VC JMB NORTH DESK>'AI-- DRAWN VICINITY �yIAP W r APPROVED CHECKED i g FlLE 99079AII PLOT SCALE_•i'=1' PLOT VIEW: 11686 SW Pacific BUI'1999-00211 2 of 23 LEGIBILITY STRIP I ID O 1 2 3 4 5 6 78 A 10 I I 12 13 14 16 17 IH Ig 20 21 22 23 24 25 26 27 26 29 30 LP 1 I' I I!1 �1HONI C410Z 1111)LL1 11J�LW iJ 1tJ.�1�L11.�1�J�L)J�11J1J!J�1111u Lt�LLWli 11L1a11�I l L.lUl1 1111 1�1 �I I I I I' b I 0a LLLi.11.lLli-l�.a1.1.11 .LU. I II I.I1_III.,Laa.LILI�,lL111.I,a�I�li.11la.la.U�.LIa.W1LLl.LI�Ja.I��I�J.I�.LI.LILl�I I�.�.I�.I�,Lli�.�.1.11.1.1->_lt1_Ll�-(Il i I I� � �'oil _, u+« ,.FdwW...wr.4«.,.+r,.«M•,nwr,„,..NrR'��'R'r v+np•.as: .. . . _. w »- !k .. .w..,. r ,»......., _ -,... _ ... ..._.._. _ - _.._ _. 1 _ STH STI. J . UATM0 ,11 =L� 0 LY M P I C ,'-4 1/8" A N C) ASSOCIATES 1'1'-3" ,' AP RAMP 11'-3" 3'-(0" -- ----- --?' 3 -Io C 0 M P A N Y F , A4 H 44.1 1--- - -- - p r, poll' �- 443 \ C`` v ANT 5TRIP -- - A .2 — - __ _ ALK — - = _ - MAGNOLIA - - a — --- HI –FI Ln r7-'? 8 3/4" -9 1/8" 8'- 3/4" ON , 1 --T 301-3) 3/8" _ 1/a" 59' ;1 T PACIFIC HIGHWAY GFF DN _/ 1 ' TIGARD, OR 4 10 �8 Im 3/1 _ I - _ - -- - --- - � II -4 13/16 121 5 3_ /4 � -3 I T EN FE LW 10) 7-'t- 6 r 1-1 1 B _ Randy F. Hart, Architect _ = I _ o� S � . O L� --- 1 1, X4.1 20213 21st PI N.W Seattle WA 98177 -- --— , 5 , � , _ _ aU DRAFTSTOPA4.1Q 0 If II I II - - �. Q DRAI�T$TOP �" 13'-(d" I 1 Is providing Architectural services for - / 22'-4 3/8 - - 8 -6 2� 011 3, t _ "FE _ ;� -f ACCESSIBLE CA HEIR COUNTER - - 1 ` - _ =� - ---_._ _ � 1� Olympic Associates Company on the above I _ _ MIN 36" LONG "AX 31&11 HIGH I � � � I I ` referenced project R OSSC 1108.4,1.2 4 11015232 _ -10 3/4" cq 1 -41/411 319'-9 1/211 I` g'_ II I ' Lll I W ` I a0 io I I 34,17 q9DAkC e� _ _ `-V 14 -11" 14'-I1" 14'_11" 15'_ 11 IT I NUYF. HART �I NOMc _THE1aTER III - f � ' �, 3 � \ I -13'-3 1/2" , DRAFTSTOP _ - � OF _ — 3 - -- — — -- — — a- — -- -- ��' "KNOX 50X" PER ME �;��' r% L-UFC (TVFR) 902.42 -:%�7 8' MIN - 10' MAX - l/ T EAT R C C C OF WALKING SURFACE HONE THEATER 11 _ = f 1 1St FLOOR PLAN o / N /.............r/. DIN SEE SHEET AI.I FOR DETAILS -- 1 4 3/ " ON rl-IE Arc g I ES S BLE PA4K1 G -- AND SIGNAGE I 2$'-10 3/4" i 19'-7 I/4•!' '-6" 24'�r9" _-- —_ 18'-8" - — _ _ T E '-211 51'_8 �/8" _ _3-17-99 _-_ PRINTED FOR W!D USE SUBM,�ITi 5 t 9-99 PRINTED FOR PERMIT SUBMITT�, ----- A 6-114-99 SITE PERMIT CORRECTIONS • D I_ _ F_. _ 6-24-99 _ BUILDING PERMIT CORRECTIONS i A4.' Aa4.2 \A4 2 A43 A43 +,�" ----- - r NR DATE RNNONE A42 18 11 !b 1� 14 13 12 II I® 'LOT DATE' �Tw PROVIDE TYPE 2-A FIRE EXTINGUISHERS PER I UF :C C STD. 10-1 PERMIT SET PROPOSED NEW 1 ` P Y f; I L H 1 I THESE DOCUMENTS, THE IDGS AND DESK,hS INCORI'OhATED HEREIN AS AN IItS?RUMEN' OF SERVICE. ARE THE PROPERTY OF OLYMPIC ASSOL-,`F-' COIWANY AND ARE NOT TO BE 1stFLOOR PLAN � BUS STOP SHELTER COMP��LE OR IN PART NIT}011T WRITTEN AIRIN�iE��TTON a OLYMPIC ASSCuI'TES �_.— IVTE 6-24-99 SCALr 1/8' = 1•-0' 9 Q i 7 SCALE I/g" s 11- 011 �1 LK( JM9 �i DESIGN DRAWN APPROVED C'HELKEU 2ol FILL 99019A21 P'OT SCALL I'-I" PLOT VIEW. 11686 SW Pacific ewy SUP1999.00211 w •_ ..- 3 0} 23 C^' ulli!IIIIIIIIIIIIII! Illi LEGIBILITY STRIP 0 2 3 4 5 5 7 8 9 10 I I 12 13 14 IE (� 19 19 20 21 22 23 24 25 11126 27 2e29130 om,e rA Z 1 1 1 OI ( HOMI o f OZ _ ILL W 1111! J.►J.1111�111111.�J W i IJ1 it l 1t1�11111U�,!Ila l►.Lla_b l!I�1�W.�La.11 la J�W I�l�111�1�J.I I�.W.IIi 1 t111t1�.W 1�111�.1�.1i�11t.1J>I LL1 W�►II S I I,I�J LIQ b,lJ ll )►1�ltl!.1��1.�W 11�1a l�ll l�l Ole t Y• i U 40 rA W . Q A R TH ST . A4� S • D� G0 LY M P I C A4_2 44.2 e48'-6" - ASSOCIATES - - C O M P A N Y MAGNOLIA _-- -NEI. �' PLANT STRIF 11 ___ --- -- _ -7-- � ,� � H1 -FI - NF ' 51DEUWALK —' COVERED OFFICE BSEAK�_.. v LOADING DOC I _ - I PACIFIC HIGHWAY � A � 0 II LOADING �001"I � A _ cv 245 SG2FT. 14 -3 1/2" TI\.1ARD, 0R / TRUCK LOADING= A4•1 I '� <� -- 5 5 1/8 A4.1 f � 31 I � - — � I 25 -- g _9 3/8 Rand F. ' B /4" - _ 2 " 5' 10�� _� B y Hart. Arc,-litect A4,1 - ---- - 20213 21 st PI. N W. - 1 A41 c - - -� . �r j Seattle, WA 98177 DN I w _ ExI 6 ` ix Is providingArchitectural services for 16'_8 3/81, 41. 22'-m '1/8" Olympic Associates Company on the above 23 N referenced project i Noun - �FEO = I / 01 0 r-)OOR, PER 0551, bEG 113 - -1 _' 10 a 6l 2 S 22 AUTO INSTALL ARES: TO HAVE A NON- v FLCJOR 2 I `9 �` C!, / COMBUSTIBLE FLOOR 5URFACE, CON5TRUCrF_D PgAIN , 3��37 <r NON-AB50RBANT MATERIAL. THE FLOOR `_"--" - n, / 0 R;�NL)`!:=.H P,T, C / SPALL DRAIN TO AN APPROVED OIL 3/0 5 •F�-' FE ►n ` c 5EPERATOR OR TRAP D15CNARGINi TO - _ ---� EXI .28 - c i 3 CAR UJAREN0I-!� �a ; x21 SE,,cJERS IN ACCORDANCE WITH THE PLUMS INCA 0 -'�- i � Ir'� ' ' CODE. -' <� AUTO INSTALL g ,�U IC14 _ 1005 SQ.FT. UF. OF 20 21 FLOOR C C G G G — / DR IN 4 BASEMENT PLAN L CLA5SIFICAT I 63 / \ 19 26 Im PER" 055C: 5E 3112.3.1 i 1,W0 UR WALL5 t GFILINC� 'd SEPERAT ION PRKrED FOR LAND USE SU8*T1 — C _ D _PRINTED_FOR PERMIT SUBMfTT# A4.2 A42 A 6-24-99 SITE PERMIT CORRECTIONS © 6-24-99 _ BUILDING PERMIT CORRECTION 1(0 NR DATE / REVISION PERT DATE NOT TIME PERMIT SET BASEMENT PLAN � ---- ---- PROVIDE TYPE 2-A FIRE C 0 F' Y R I G TNESE DOCUMENTS. THE CM AND DESIGNS MWRPORATED NFRF]N AS AN INSTRUMEN' SCALE 1/,,311 = V-011 A E XT I NGU I S P E RS PER OF SONM ARE THE PMPERP/ OF OLYMPIC ASS"TES COUPON AND ARE NOT TO Ot USED 01 MH W OR IN PART T+ITT W %WTTEN AUTIOWiATTON OF OLYWC A554CLATF.` UFC 5TG. 10-1 COUPANY. .�Q —`------ DATE 6-24-99 SCJIIE 1/9.a1 —0. 07 � LKC JMB / -- DESIGN DPAINN APpItOVED Ch'„n� t FILE.99079A22 PLOT SCALE:1'-1' P�_OT OR: 1 11686 SW Pacific Hwy BUP1999-00217 4 of 23 LEGIBILITY STRIP O 2 3 4 5 6 7 8 9 l0 ?_ 13 14 16 17 18 19 20 21 22 23 24 25 26 2'7 28 29 30 Z I I I O 1 � NON 1 -41 0? rs _�tJ11111I�t!.�1.,;��1�,1,!�1111.1�1t1�J1l�li I1bJ.1J lau [�.wi'1.iI.a.l�.l�.I.LWiI III(III1111W.1II.IJI1.�11IIi.lJ.li.l l�l�l�l�l�l�l��i1.>i.iJa.l_11111-11J111�J�1�1.>1a1�1i I�11J111�.111��>1�.�1�1i1�i�l.lJW1.11YOz « . r1wlw0 + w�w�► _ .,r.., I !. �i i yr I FYI S • fit i I -j IL s. Ir1'k': METAL STANDING SEAM ROOF — i --- ----=� _--- 0 M F A N i 19t FLOOR FF. EL 220.644 ' 64 SIGN - 120 sq.Ft. ' . ' v4 — - 24' W x 5' r-i PAINTED OR a L� ° L_ ��- MAGNOLIA , • ' ' ,•d STAINED CONCRETE .• d -;d -. BASEMENT HI -FI SOUTH WEST ELEVATION_ __ _- - - -FEL 2036 I DRIVEWAY— SCALE I/8" i'-0" L-FF. EL 206.6'-. - - - - -- - _ _- __ _ - - PACIFIC HIGHWAY METAL STANDING 12 SEAM ROOF — STUCCO T I G A R D, OR CMU BLOCK � \�. Randy F. '-dart, Architect " 20213 21 st PI. N.W. �\ ,I q 17 SeatL e. WA ..81 – — Is providing Architectural servicEs for Olympic Associates Company on the aboo- referenced protect I �:� � 1st FLOOR r IIr . a cfl • ,•• o , - SIGN - 8�.5 sq.ft. .. • . t d 1 t . . ._ . •. d PAINTED OR 11- 6 W x 5 1••'I • SEAT? >n/, • ' - - I 42" TALL II I ' STAINED CONCRETE • F _ • a • .° _ I"Al GAURDRAIL ; ' •I BASEMENT F.F. EL 20610' NORTH Etk ST ELEVATION OF°V6 - - — — — — -- - - - - E _aj 0 SCALE 1/8" = 1'-0" ELEVATIONS —METAL ROOF CMU BLOCK -- METAL —Tr-- ROOF I I i J 1� I 3-17-99 —_ PRINTED FOR LAND_USE SUBMITTI I,{I 6-19-99 -PRINTED FOR PER11I? SUDII I 6-24-99 SITE PERMIT CORRECTIONS - - -- - - _ _-- 6-24-99 _ BUILDING PERMIT CORRECTION" - _ - ---- 1 N LNR. DAfE RIEVWN - — - Ptd N I —_ . .. . --- — — __ — DATE PLor IMT - >-1-i 1st FLOOR — -- — v �-- _ - - - • _ , EL 06 — .. ...1Nam 4PERMIT SET SIGN - STa sq.fk. ° — . . i. .. 16' W x 5' N PAINTED OR •i' d 41' MAX OPENING �� STAINED CONCRETE 4 I ° � ORTH WEST ELEVATION --�-- , A M T 0 P Y 11 1 G H i SE EN • e —� G •• • a • THESE DOCUMF.MS. SHE IDEAS AND DESIGNS IN'ORPORATET HEREIN AS AN INSTRUMEM SCALE 1/8" = 1'-m" , .. • d F F. EL 20ro.fo �D IN WHOLES OR PSE1P`4CC ARE THE �iwrE�WMW WRITTEN APIC �01un40W J10�oAND ASSOCIATES TBE � COMPANY. --- PAINTED OR DATE 6-24 99 SCALE 1!e' - 1'-) 99079 °ITAINED CONCRETE LKc ime DLWN DRAWN SOUTH EAST ELEVATION APPROVED CHFCKF'I A3w1 SCALE 1/all : 1'-0" FII E:9907WI PLOT SCALE I'=1' PLOT 1AEw: 11666 SW Pacific Hwy BUP1999-00217 sof 21 1. C r- � :' illllllllllill' ' illllliillll,lllllll , ., _... LEGTBILITY STRIP U 1 2 3 5 6 7 6 y IO I I 12 13 In IQ 117 I'8 19 20 21 2 23 24 2 ?F 27 29 218 30 oe m ZI 1 1 01 HONI a lOZ FA 4 1J J I.�Jlrl�lLIi.L> J Ia1J 1�I.�IJJ� >,l I.'�1 x.111!I, .► _O z k ,.•....a. M -.nw,wY+^+M...Www..+rrrn•+wr....v..w.wr........_.. .,.. '�'4 11101 oil I 1 n ' . !.. rw ,. .. .... .. . . .. - ... �, 10. wo {k41: I , 1 xi' iV is 6 MEGN - / -- MEGP --- DUCTS DUCTS ---MECP DUCTS I M P I � � Y 43 A� A `� 0 C., I A T i CsWB RETAj VE ALL SECTION 1 ----s- I - PROVIDE DRAFT PROVIDE DRAFT I 01 ON SHEET A4.4 N Y moi.*• IaE I �� , Q STOP BETWEENSTOP BETWEEN ---- - -- TRUSSES PER ---- ----- - ^ '' \ TRUSSES PER 0 ' �� €N5 I OSSG SEG - :.: I OSSC SEC Cr 11 h *Atli� MAGNOLIA K M �I QFFI 1 i � SECTION "A-AR - SCALE 1/8" ■ 1' TIGARD TIGARD, OR Randy F. Hart, Architect 20213 21st PI. N.W. -- MEGP — / - MECP — 6 — /^�� Seattle, WA 93177 DUCTS MECDUCTS � DUCTS r/ ------ - 9 rovidin Is' \ Architectural services for - � providing 0 -.3V 4 �/� �� ` - - SEE WALL SECTION Olympic Associates Company on the -�A4 kA43 .3 �/ \ '3 ON SHEET 44.4 _— r above referenc3d project e �— � ---��` _ riWB -- PROVIDE DRAFT EXPOSED TRU 14TA1� ---- I STOP BETWEEN = RETAIL PROVIDE DRAFT �►;�f �� GORRIC`OR I TRUSSES PER �, STOP BETWEEN _' PROPERTY LINE �� 34471 �� iVD 17 IT �M�� - i O®83 SEC � TRUSSES PER I � I � 0®8C SEC ::- -- 414�'OFOR ' ---� T A Ex_1T 1 ------66" .1 roRl%L Jul SECTION OB-B" SECTIONS RA - A " SCALE 1/8" 1'-0" "B —B " PC -C "-C " 1 r SEE WALL SECTION 02 ON SHEET 44.4 - 1 5-19-99 — _PRWW FOR PERMIT SUBMITEK 6-24-99 — SITE PERMIT CORRECTIONS 2 © 6-Z4 09--- BUIDUNG PEPMfT CORRECT" A4 A4-� ATTIC DRAFTS tOP Q ---- - -- ----- ---_ - _ v � PER OSaC SEC -108.3 — — - ---- - - -- -- _ _ __-- NR r+�rt REV1510N- STAIRS TO C01"1PLY - -- -- -- �� PIXIT LATI PLOT TTUE WITI-► OSSC SEG NOME TPr=ATER III NOME TNEATHER 11 WOOD TRUSS 110' 2 .4=, 83, 8 — — — ROPERTY LINE AND 1109.8.ro- P ) -� NOTA / 61 ALL WALLS 1D DRAFT L PROPERTY L INE STOPS TO EXTEND 11"� A6.1 TO STRUCTURE OR 1/2" G1115 - PROVIDE 1 HOUR CEIL!N3 — 2 _ DECKING ABOVE .� DRAFT STOP ■ `� ''� SEPARATION PER OSSG -" P : R ISI I T S ET - , TABLE 3-E SUSPEI, AUTO INSTALL CEILING , �t 0 _ C 0 P Y R I (; H ' « —-- — 2 0 .6 l THESE DDp.WWTS, THE IDEAS AND DEW-NS INCORPORATED HEREIN AS AN WgRUMEN' OF SEIMM ARE THE Psrovom OF OLYMPIC AMMIES COUPAW AND ARE HDT TO ee ---- - / '� / \ i \ /'�\ USED IN MHOIE OR IN PART MITI WRITTEN N11110 WTION OF OLYMPIC ASSXIATES PROVIDE 1 POUR WALL SEPARATION ATE s-24 9� suLE ,/a• - 1'-0• (� �7 BETWEEN AUTO INSTALL AND EXIT AUTO INSTALL TO HAVE A NON-COMBUSTIBLE CO RIDOR FLOOR SURFACE, CONSTRUCTED WITH NON-ABSORBENT _ SMB MATERIAL. - SEALED CONCRETE FLOOR 1 D R A F T S T O P DETAIL DESKS DRAM SECTION "C -C --� ,� -- -- APPROVED CHECKED ■ SCALE 1;,811 FILE99079-A4.IA8C PLOT SCALE ,'-1' PLOT V" 11888 SW Pacific Hwy BUP1999-00217 8 of 23 cm "'"' 1111111i1�lliillll!IIII;!Illllllillllll'�lillll'1 ', li u~ IIIIIIIII . Illlllli''' 'iII�I''' IIII LEGIBILITY STRIP O I 2 3 4 5 6 7 9 9 10 1 ! 12 1 3 14 16 17 18 19 20 21 22 20 24 28 261 27 26 29 30 lomm.l m ZII ' 1 I I I OI q J i NOIn • I0 �il,1�,1t1. 11. .11 1�11�1u��11�J11�1�1�1>1�1�J�1 I�J..�laltJ.�!, �I.IIISI�.�.��1� J�1X111�1 11I�.LiI��11 1�.1�1�luaJ�1�1a ' ' �iU1�l�l (�1t��1.�1.�1.�1�J.� 11>lill _1�1�, ataula.l�(�lal>�ll oz NON 1011 wul01 141M . :4 , . .. RP ptqrfpll .. .... SIM ..r.^IMi"n"4Af!n. - .. v a i 1 Y �a , rA I _ 7, 2 (44. A4 2 0 L Y M P I A43 ASSOCIATE '_, DRAFTSTOP PER — OSsc .5Ec -108-3 C O M P A N Y 1� B!_ca- NOME TN ATNER 11 PROPERTY" LINE PROPERTY LINE _ - w L 14 M AGN 0 L I A B�E AK ROOM HI -FI�-'�'R€-�Q SECTION T -DR SCALE : I/a" = I'-m" TIGARD TIGARD, OR Randy F. Hart, Architect 20213 21 st PI. N.W. Seattle, WA 98177 - Is providing Architectural services for Olympic Associates Company on the above referenced project r 2 2 A4.- OF-ENTfe.U,S5E5 A43 0DAi?j - -- -- --- - d- 3447 :\ -_ NCY F. i-I,. 7 vw IF"- TY VINSM MA f.V's LL , 0 OF PROPERTY LINE PROPERTY LINE 2 EXIT CgJR.SI-�QR SECTIONS " D -D "D DR "E-ER "F-F" 77 747ttj i r,0000k S37t CT10N "E-Em scALE : I/8" s I'-01' 1 I f 5-19-99 PRINTED TOR PERMIT SORU1 4 I -- A6-24-99 SITE PERMIT CORRECTIONS fE I� 7 d zL _ 6-24-99 BUILDING, PERMIT CORRECTIONS i NR. DATE all P E4 ON OPEN T��U55E5 1 , PIAT DATE: PLAT TMS: A43 � � ' A4,3 T.V.'a ENTRY = I PERMIT SPT PROPERTY LINE - -i4- PROPERTY LINE 220.6' C G P Y R I G H T THESE DOUAIEWIS, THE IDEAS AND DESIGNS INCORPMTTD HEREIN AS AN INSTRUMEN' 21 OF SERVICE. ARE THE PLOpERTY Of OLYNFIC ASS"TFS COMPANY AND ARE NOT TO RE USED IN WHOLE OR IN PART WRIKXIT WRITT" MnHORQATTON OE OLYMPIC ASSXIAT1S caMVArfr. DATE 6-2+-99 SCALE 1/8'=1' 0' 99079 JMB DEIGN DRAWN SECTION T-F APPROVED rrIECKf.D A4m2 FILE-99079-A4.2DEF PLOT SCALE:1' PLOT VIEW. 11686 SW Pacific Hwy 8UP1999-00217 1 7 of 23 �I�lilli Illilllii lin:;iii -..,. 11111111, �llll' LEGIOILITY STRIP Omo. <m I 2 3 a 5 6 7 9 9 10 I I I?_ 13 14 I . 17 18 19 20 21 22 23 24 2S 26 217 2e 29 30 `II'III'�IIIfI IIII'IIII'1I'I III,III'IIIII'�,I'I I'�1I I'III, II, I,I1I,I II�'I,I HONI TOL, OF -0 i 11111A 1 0-0 0100 . -.. . M'. « r L. a . i 1 x Ip v r, f-i ' O L Y M P I C A43 1/2" G.W.B DRA!=TSTOP A S S O C I A T E S PER OSS -108.3 - C O M P A N Y E PROPERTY LIN t — PROPERTY LINE CA_R AUDI j ENT -.000I 46 RY I -- z MAGNOLIA SECTION "G -G" H . -FI SCALE : 1/8" = 1'-m" TIGARD TIGARD, OR &4.1 /— SEE WALL SECTION 1, / 04 ON SHEET A4.5 [Randy F. Hart, Architect 1/2" G.W.B DRAFTSTOP 20213 21 st PI. N.W. PER OSSC 108.3 Seattle, WA 98177 PROPERTY LINE PROPERT"' LINE Is providing Architectural services for CAR AUDIp $ALE - Olympic Associates Company on the � I above referenced project -? 09DIM0,, %3447 Y 1 , SECTION "H –H ' i SCALE I/811 = 1'-011 SEA 1 N I 1 SECTIONS BUILT-UP *ORCW FOR GRAINAC�F SLOPE 1/4" IN 12" IN � STUCCO--- - " FOR DRAINAGE aYANDING SEAM T STAPJDING SEAM BUILT-UP TORGN METAL ROOF-- META! ROOF--- " G -G " & "H -H " STAND It:3r SEAMSEAM DOU�J ROUFING --- DOWN ROOFING CAP FL,16WING FLASHING--- CAP FDLASNING -- - 3.4" PLT WOOD -� / FLASHING A34 T 4 B / 3/4" PLYWOOD 1rl" PLY. ` PLYWOOD I/2 � " �" Il I/Z" 1" II I/2"loci • b ora. / � -- EA END Imd oma.- & iL PoK c.4o -r 4xb BLOCK Zxl? -� t „- 2x12 o 0G 2x4 Zxb 1O STUD WALL 0 0 ATTACH TREATED SCREENED2xt • i 1 2x6 TO CMU WALL DRAIN GOvER W/ 5/8 a AB.'e W/ 5/8" a AB.'s SIMPSON PHD24 3/4" PLYWOOD _ _ _ (OR BOLTS ) n 0 ----(OR BOLTS ) —�1! c ry 0 • 4'-m" oz 0„ or. 1 O I - • 4 O> _�- 1- ,- 8" CMU WALL p Ibd • 12" oz. -- - > SIMPSON PND2A Ibd • 12" oz. - � SIMP5ON PHD2A Wild « 12" oz. Ibd • 12" or-. -- 5-19-99 PRINTED FOR PERMIT SUBMIT w 4.`O�, oz. 1 • 4'-fd" o.c. ATTACH TREATED I - - - - Q - ° ° + 2x6 TO GMU WALL 2x4 0 o ATTACW TREATED _ 5-24-99._- BUILDING PERMIT CORRECTION 2X12 - - (� 2x12 ----- W/ 5/8" 0 AB.'s - - �� 2xb TO CMU WALL - -- - x - WOOD STUD WALL O 2x12 (OR BOLT$ ) 2x12 _ W/ 5/8" 4, AB.'6 6-24-99_ SITE PERMIT CORRECTIONS Q `" 91MPSON WU24 - r cv _ • 4'-fd" oe. �f (OR BOLTS 1 __ - ------_--- -- �t SWIM AS NEC. x x -_- - _ Q SIMPSON HU;.4 r+ SHIM AS NEC. INTERNAL 3 1/2"0 9 _0 --- --------- I lbd • EA -- - (2) lb • EA - I (2) Wool • EA DROWN SPOUT x > eI �ON PWD2A TRUSS �� (2) Ibd • EA TRUSS I TRUSS 4PTRUSS r' NR DATE REVISION ATTACH TREATED ATTACH TREATED O j x ATTACW TREATED i T 1 2x8 TO CMU WALL > 2x8 TO CMU WALL A TACK TREATED 2x8 O CMU WALL x8 TO STUD WALE aEnt DATE. PLOT nME ( 1 W/ 5/8" 0 A.B.'6 (� (OR BOLTS ) W/ 5/8 0 AB.s _ W/ 5/8 ♦ AB.'6 LJ �) °O 11 D (OR BOLTS ) { (OR BOLTS ) ao Ri___ __ • 2'E -m" oz. • 2'-m" oc. L • LJ a (OR BOLTS METAL FASCIA METAL FASCIA 2x4 6 2x4 6 WME.RAP_ FASCIA _ 2�x�■ 2x4 6 Z'-®" o c. METAL FASCIA • 1'-rD' oz. �-1 -4xb BLOCK WRAP 8" CMU WALL WRAP I WRAP \-- 8" CMU WALL METAL - -- - A34 T 4 B METAL _� PERMIT SETI. * IN --./ METAL METiiL CONT LF 3CJFFIT • EA END CONT. LET IN S(. IT Gt7N?. LET IN-- SOFFIT - SIMPSON WU24 CON-. LET IN- SOFFIT — SIMPSON WU24 Ik 2x4 P► -.,� - loo • b" cc - 2x4 PLATE loci • b" oz. :,c4 PLATE 10d • b" C.C.. SHIM AS NEC. 2x4 !,LATE 10d w b" v.c. SWIM AS NEC. '' 3 1�" V-3117' 1'-3 1/2" ---------------- I I/2" I 1/2 * C 0 P Y R I T THESE DOCUMENTS, THE IDEAS AND DESIGNS INCORPORATED HUMN AS AN INSTRUMENT ROOF OVERWkNG_ DETAIL ROOF OVERHANG DETAIL GUTTER /DOWNSP'OUT DETAIL � MEDR��'E�'�",�"�"�'��AND �°`"�S� 1 � - 3 GUTTER DETAIL DATE 6-24-99 SCALE VARIES 99079 AT WOOD STUD WALL. AT CMU WALL SCALE : 1 i/211 � 1'-01' 4 _ I_ SCALF 1/2II 1 0II JMB SCALE 1 1/2" >R I'••O" SC�,LE I I/2" = I'-m" DES" DRAWN APPROVED CHECKED A4m3 a FlLE:99079-A4.2GH PLOT S( i:.1'=1' PLOT Aw t 11686 SW Pacific Hwy SUP1999-00217 3 of 23 L ""` IIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIii i'i Illli..... I';Illiili,l lllllllil I 'llllllll11111�11' LEGNILITY STRIP O 2 3 A 5 6 7 6 9 10 1 1 12 1? 14 I I® 17 IS IA 20 21 22 23 24 25 26 27 2'6 90 30 pm :i�m c I I I 01 I NOMI o'1 OT o $ 4 I�Oz _ _ .Y.wn...r...-.wM.....«....w...a. wr+n..-nrwMnrw•.ww,awrN.+..n".xrrt►.+w..wq -. . Me/Mtl1AM'�'MlAplll^MO11MM1w MhWYIM�,pYl .. ., - ,�N.�'M'lfMt!Ir�w...l�w `M m,,..,.»..wM.m....�ro,.��.n�rw * ,»�"M. .wr n+�w. yNC +bww^+anh*rew* «w,:. s+...whehnMyN+rfw+v..r+�MR }.r fi rt I' rA STANDING SEAM SHEET METAL ROOF OVER PLYWOOD ------- (2) 2x6 TOP PLATE SHEET METAL WRAP FASCIA 1 L Y V P ! C ASSUCIATE. S /- —. METAL STANDING CM FP ANY . i 5EAM ROOF ROOF TRUSSES STUCCO - - (2) 2x6 TOP (2) 2x(o TOP PLATE -- - - - SHEET 1-1ETAL PLATE wR4P FASCIA MAGNOLIA -------_- - STUCCO HIMMOR SLOPE ROOF 1/4" IN 1'-0" FOR DRAINAGE R-30 INSUL -- SLOPE ROOF 1/4" IN w'^GD - T-- % / 1'-0" FOR DRAINAGE TRUSSES INTERNAL DRAIN g 2'-0" o.c. �. -SEE DETAIL 3 ON TORCH DOWN ROOFING { SHEET A43 OVER 3/4" PLYWOOD — -- -TORCH DOWN ROOFING OVER 3/4" PLYWOOD 30 INSUL - ---- 5PEET METAL 5/8 T I G A R D " Cs.W.3. F I R-30 INSUL WRAP I TIGARD, OR SEE DETAIL 2 ON r SIGr, BY Q�rNERS -- 3x4 INTERIOR 5NEET A43 t DOWNSPOUT - ______. _ Randy F. Hart, Architect �—SHEET METAL 5/8" G.W.B. N.W.20213 21st PI. N.W. WRAP SEE DETAIL ON Seattle, WA 981 - --- SHEET A4.3 `Y' ------ -�- STORE FRONT 2x4 STUDS Is Prc,viding Architectural services for WINDOW SYSTEM - 16" o.c. W/ 5/8" STORE FRONT Olympic Associates Company on the TILE CEILING G.W.B. t R-11 WINDOW SYSTEM INSUL above referenced project 2x4 STUDS g A7 3447 3/4 EXT. 16" O.G. W/ 5/8" f�1JY(= HA''i G.w.B. � , PL Y WD ON R-11INSUL PLYWOOD PER . p II 1/8" TJI I - 8" CMU WALL STRUCTURAL CONCRETE WALL , �— WITH REVEL 2x6 STUDS 0 - -- --te - - t v --n Zrr ra-----� 16 -- a r - ! 3/4" EXT. �. PLYWD ON SLAB PER - II 7/ TJI STRUCTURAL /� FOOTINGS PER TYPICAL WALL 10" CONC WALL STRUCTURAL SECTIONS r s 11 1/81, TJI/N90 - a ' SEA L-It' CONCRETE WALL 0 16" O.G. WITH REVEL - I A M - ® ROLL-UP GARAGE DOOR III—I I i � ___ Ii = WALL SECTION -- � 6-24-99 _-SfTE PEF;MIi GORRE�.TIONS ,• I-1 I I-1 I I—I III—III—III— �� = 0 SCALE = 1/2" =1'-0" 6-24-99 _ BUILDING PERMCORRECTI')1� CONC. SLAB III=III i I I—I 11-1 PER sTRUCT -1 2x4 STUDS g �--_ _ _ 0-ATE --- „_ I I = 1 I 1 11—I I !__ i6 O.C. W/ 7 III 5/81, G.W.B. t PLOT GATE PLOT T1NL R-11 INSUL �1I1 - �'�EI (-,I FOOTINGS PER 1 �-III= cn STRUCTURAL - SLAB PER STRUCTURAL 2 LAYERS -� d ASPHALTIC EMULSION 71 I CONNECT DOWN III-III—I I I- _ _ _ _ _ __T--_ * L 0 P Y R I SPOUT TO �iTORM -_ _ _ I=III I I I_I I I-1 I ►- DRAINAGE V I I I—I 11=1 11—I I S I LEI I I;I I I I I I I I 1 I 1 I THESE D ELMEN,S. THE ro� AND OE.�NS INCLIRPDXS HERUN W k, E NOI 10 --. . ....._. . .--.. . .---• . .—. � DRAM — — — _ _ _ OF SET!NCE. ARE T1� PROPERTY CE OLYMPIC ASSOUAT6 COMPANti' M� ARE NOr f0 K \� S7 STEM I` III_I I I_I I I__I I I—III—I I I_I I I—III 1 I- LIED N WHCLE OR *1 PART MWIT 11RfMN AUTFN)tIUTION OF OLYMPIC, ASSMIATE1r COMP:NY. Ll =1 11=1 11=1 11=I I I—1 11=1 11 �� 24-.s9SCALE ,/ _, _O• 990 I Ii I__i I_I I—_I I_I I I—I I•.._I I_I 1 1111/ ALL SECTION_ 2WALL SECT110N �� DRA__ SCALE = 1/2" =I'-0" 6(,-ALE 1/211 =1'-0" APcacivEa -------- cHEcuEn - A4n4 FILE:99079 A4.4 PLOT SCALE 1'=1' PLOT NEW 11686 SW Pacific Hwy L9UP19y9-00217 9 o1 27 `^1 i ''!+ � i i'�i,�Iliilll�nnlln�l!illiuiilclllllllll;III��II�Illjlliililill��•I!III!!I!�I1 IIIIIIilililillttltlll' �' I ill!!IIIIIIII1111111111111111III"�'I''Illllil ', •. vy. i!Illli; !IICi111iIIIIIIIIIII��" 'illl LEGIBILITY STRIP O 3 2 a 5 6 7 B IO 11 12 !3 14 19 20 21 22 23 24 25 26 27 218 29 30 01 �)JlaJ.l,�ll I I '11.��.1,�i.1,�1J1�,Ia1.�l�L.�1�11JJ.1.► 1A1�.1..t�111.i.1.�1.��JJJ.�1.�.�1.i.�, �.I.LI�I.LL� 1-�JI� I'I'I'I' I �I�l�lll�llull.�l�LL�t� ��.�1 1JJ�1�L11�J�l �JIJ�,.�1I�JIJ�ltllllJ ll NON . 102!11dJlJ1l1LJidJLlLUI.Jo, .+�1•vr�N►W��+M..r.��.-��V•.wnnwMwrM•�lyywq"�IrywRl9y�M'�W+14Me.r.:- 1' o t - -04 ; 1 "w"§101111111 V 4 ray s V aT K 3� 7t; e rA r, O L Y M P I C ASSOCIATES COM PA, �� Y -- SHEET METAL --� WRAP FASCIA MAGNOLIA — 6TUCCO H I – F1 SIGN BY" OTHERS _ SLOPE ROOF 1/4" IN TIGARD TGARD, OR R-30 INSUL TORCH DOWN ROOFING OVER 3/4" PLYWOOD -------- - - -e ! Randy F. '-Inrt, .Architect --- - - LL 20213 21st Pl. N.W. - Seattle, WA 981 T Is providing Architectural services for Olympic Associates Company on the SHEET METAL above referenced project WRAP SEE DETAIL 1 ON -- SHEET 44.3 OYDMO NSEAT7 47 HA 2x4 STUDS +� -- � IN, ° II'o" c.c. W/ 5/8" N.�.B. t R-11UL i r - r TYPICAL WALL. { SECTIONS; SLAB PER -- -, STRUCTURAL J I .. O O n O O -O O O JO O C G ell 4 \ � 6-24-90 SITE PERMIT CORRECTIONS ,y 6-24-99 BUILDING PERMIT CORREC-n01i WALLSECTION HR DATE - To N.__R� PLOT DATE PICT Tai SCALE 1/2" =1'-0" * C 0 P Y k I 1 H 7 t THESE DOCLA MS, TIC IDEAS AND DESIGNS INCORPORATTD HERON AS AN INSIRUW NT Of SERVICE. ARE THE PROPERTY OF OLYMPI,, ASSOCIATES COMPANY AND ARE NOT TO t USED IN VWXE OR IN PART NRHOI/T MRRTEN AUTNO WPON Of OLYMPIC ASSOCIATES COMPANY. DATE 6-24-99 SW 1/2•-1'-O• 99079 JM8 DEIGN --- -- — APPROVED CHECKED A4m5 F11-E:99079 A4 4 P!OT SGIE:1�=T w PLOT 'AEW; 11666 8W Pac"'C SUP1999.0021 10 of 23 1 LEGIt3iLIT1 STRIP O 2 3 4 5 6 7 © y 10 1 1 12 13 14 16 17 16 19 20 21 22 23 24 25 26 27 26 29 30 2 C D ZI I I OI J NONI • IOZ ' >1J�iJ,L1�11 W11.�1�t1!1�l!1!1�11.1J 1�1�1��111�I ��J�.l_i1JJ�i 11a I�J�t1�,1.� �!.�Ll!.I.IlJlt1.!.I!J�1a�U l��►LJ�W�.�i.lJ.la.Ld 0Z r: 441 F A• M*9g MR n/► 1nf '.N.Mrwpwr MRN MMMMw,,N-.IM NA t4HMwMAM haF n'M F�wM M7M r N r w y .. .. �. � ., ... waw. •� ^^ - MHN. 'b Y%• AA _e 7 - Ir- Z_ •'se x - - LAr: . Z.MIllsAM flk: 7M to* -If •= « +• ri S '3 t..Ys i�: ... •� r►' 'eco -► `'1 '-a'_ may' s-t rM =: ... �r� w .. �• ..•S w •'� � -r� .. f�'-�_- .•• �! »". �,:-:»� .�! `! -►'- •S .. »':'�iL. 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'1"....y� � _.'I'r 2= - - _ -. _. - ��1r �►• ---. ... ='ter `,s �"•r. t`.. .�' .. �'. .. _�I�r.. �) ��'�r•y,. _`�.+� +.'�- .. .�...-+'I �- t'... •rte-• .-. + t`+ !y �r.�.. �M�� _"'-- 't'.r MEL_J � F 111'� M..� iMe • ft7TN1�f1'... . vm 4 T 1 w M N _ M 1I1i_ ' •f%r W-31 ANIS M G'S 1I�' .. -r: '!•� `►wl'P• ��. ..-rr.-.-.. M- . Y•mow.-. -• _ + ==y- .�� -.r ��M MW 1 25X lb D LX 1-4.1wil"W I i i1r,tillg •'E,r - - .Y+wnM1+IRM4't:WIMM '1wr1M+N+++na'ge'!r111.w.. •yk•ARI►�M`.iMA�!!1�M41wNlennl•.n!•r-e)M9sev+slwfll�*.wMM - _ _ ... ,. .rllllllf� ,-.. ... .. .. .. lurrr.m+ .« u..♦,w,w•• .. - .. .a MM�'MNNeMfrrwnw�Plp� v qAM rA ----- -- SUSPENDED CEILING ^ Q TILE 0 13' OFF. a, 1! 0 --- • --� • - e' CEILING NT 9' Cr i HT 1 TYPICAL - THIS AREA — - HARD LID HARL, _ ��. _� Fir �— —� i EXTERIOR . . WALL WASH yp O O O O O O -- —� — _ ° J5FENDE.D CEIL IN O 0 LY M P - — -- :JEE , -- — O- W--N�L�IC� HT----- TYP - ° — g-' CEILING HT- - D •• , I I ASS 0 O ° HARD LID C O M �P I AA Cl 7) O O O O MAGNOLIA ° - ° ° ° 8' TECH a- ' HI =FI L IGHT ° TYP X O ° AM O ° OS ED C I I _ _ 5w TI E ° O o ° ° O O O PACIFIC HIGHWAYSY TIGARDOR 0 - u 11 14' CEILING HT W/ HARD LID 14' CEILING HT W/ BLA('K .-- W/ HARD LID T-BAR 1D II' W/ BLACK Randy F. Bart, Architect U P N C I �N T-BAR 11' 20213 21 st PI. N.W. D - I E 1st FLOOR _F Seattle, INA 9�17� REFLECTED CEILING PLAN - - - - --- SUSi-ENDED CEILING — Is providing ArchitectL'I al ser'.,ices for TILE 10 9' OFF, SCALE 1/8" a 1'-0" Olympic Associates Company on the 81CURVED Co �' above referenced project --- -- TECH L IGHT TYP - WALL SCONCE - TYP O�6`� I 3447 z NDY F. H 2'x2' SUSPENDED CEILING TILE a G ,OF 0?,� REFELECTED CEILING PLAN HARD LID {P�GER O.FF. __3 t �..�-- - J DIRE TAL STUD I � ME VERT. STRUT @ 12'-0 'O.C. INPUT' r. _ #12 UN ANGLE a I ;( I`'��1G 11�L_ ii Nq GA. ��R OR STEEL-ION STFU1 i:,IN�� -- c,Klr , , ®4 LAGER wIR TICgE pMPP,E55 E.A WAS Wif'E BPA I G HANGER WIRE p E �� p r 5 SPLA{ MAIN _ x / PIN �� 055 15� N PLANE ()F WIFE') Ifi L� GR ER TURN IN FP, ALL MAIN RLI�� I MIN. IN P R[)NN.NED TO REI;TIONS SPLAY 1 1/2 'TY ATTA- q DI BRACE NOT TO EXCEED 6'-0" _ /1 RI�N _._-_____ ___ 5-19-99 PRINTED FOR PERMIT SUBMIM WIRE c q 5 ___ _, e-z4-99__ _ SI1E PERIV"f CORRECTM.-r. \ ` 8,'MAX. 1 �" ` I 1 _ 6-24-99 _ _BUILDING PERMTI CORRECTON HARD LID 0 9'-9" OFF . ' r ' =! ---- DATE rslo�i- II - ' PLAY QATE Kw7N1f: 15' 4 . NN MAIN ACOUSTICAL -- _ _ � HARD LID RU RUN�IFR PANEL_ WALL TRIM $ 12 -g Or-F CONT. HORIZ. STRUT TO PREVENT CR � LOCKING CLIP TO FASTEN CROSS SPLICES AND INTERSECTIONS OF SPREADING OR RUNNERS OJJ RUNNER RUNNER TO MAIN RUNNER RUNNERS SHALL BE ATTACHED WITH JPIIC� ER MECHANICAL INTERLOCKING CONNECTIONS SUSPENDED CLILING DETAIL AT WALL RUNNER SUCH AS POP RIVETS, SCREWS, PINS HANGER WIRE ALLOW. TENSION MAIN PLATES WITH BENT TABS, OR OTHER # 1 ? 170 APPROVED CONNECTORS. DESIGN 11 225# CONNECTORS FOR 2 X DESIGN 10 300# C P Y R I G H T LOAD OR ULTIMATE AXIAL TENSION THESE OOCUMD1s, THE IOW AND OESMS WOW01IIATrO "ER04 AS AN ASMIJUENT "01Ia_ ME TW PROPERTY a W,OLYMAgs"M, COMPAW AM ARE NOT TO K 0 R COMPRESSION (MINIMUM 60 G * , n ( ( I�( r USM M WHOLE OR M PWT Wrl' 1 R WW" A0T1ffaAP,ON Of OLYMPIC /ISS IATES POUNDS). —--- -- J I V L/ I ( ( a L COMPAW. -- — — - --- NO SCALE DATE 6-24-99 SCALE 1,8.=1'-0' 99079 -- JMB - "� K" -- ---- DRALMI BASEMENT LIGHTING PLAN SCALE 1/8" I'-@" APPROVED CHECKED A60a r FILE.99019 REFCEII PLOT SCALE i"-1PUP VIEW: 11666 8w Pacific Hwy BUP190-00217 12 o1 23 011 C i7 "Illllllllllllllllllllllilllllllllillllllll''i illlllllllll'r llllllilllii' III II LEGIE3ILITY STRIP O I 23 4 5 10mm.1 Cm 6 7 A 9 10 I I 12 13 14 Ie I7 18 19 20 21 22 23 24 25 2E 2- 219 29 30 Zll I I O I J b I NON I I 1 0c -�111.�1�11�,►�.�l.�J.t1�l�.l�Il�l��i1111 Lbu J�1.tJ t liJ it l�lal i111� 11taia>Ia 1�.111�1�1t1� �1�.I��a I J ilill l wlil�l�l�l.�.1�1 i� ltl�I�l�.l.� l.>J 1 oz Y, i -- — _.- 5/8" TYPE 'X' 5/8" TYPE 'X` - - - - -- 5/8" TYPE 'X' GWB Door Sc�iebule � - 1/21' T SEALANT TYP. % / SEALANT TYP. -- / 1/2" R-11 INSUL rA k 2x4 WOOD STUDS en d, ! / 8 SPLIT FACE CMU �P 2X HEADER ;� 2X HEADER �- / ° `�I1C' n (0 V I U ri �h Li c:, �� I_ (4) PER JAMB !Z ► - 0 ---'k 4 • (2) PER HEAD HOLLOW METAL FRAME I' 411 HOLLOW METAL FRA11E - 1 1-3/4 I 411 I 6 GA HOLLOW IX 1 10' -9" x 1!'-(0' C 1-3/4 Hollow Gore Metal, Painted TEMPERED PLATE STORE FRONT METAL DOOR 0 L Y M P I C 3'©" x 6'8" B 11-3/4 Hollow Core Metal, Fainted TEMPERED PLATE 2-3/A7.1 _ FRAME (PAINTED) 3 3'0" x &'8" e 1-3/ '.- -4ollow Core Metal, Painted NONE 2-3/A1.1 GALV. METAL FLASkING A S S O C I A T E S 4 3'p" x 6'5" A 1-31/4 Ho I low Gare Metal, Fainted NONE 2-3/A'1.1 �4 E A� / �E A D AT HEAD. 5 3'p" x 6'8'' A 1-3/4 No i low Core Meta I, Painted NONE _ 2-3/4-7.1 DOOR PER °►GF;�DULE DOOR PER SCHEDULE --� C 0 M P A IN Y � STOKE CASKET SEALANT BOTH SIDES � 6 � p x 6'�" a 1-3/4 5o I id Gore Meta I, Painted NONE 2-3/A1.1 SELF CL05UFzE HEAD DETAILHEAD DETAIL T A I L SMOKE -iA6KET 2 � - _ 4 HEAD DETAIL -1 3'p x (o'&" G 1-3. 4 Soi(d Gore Meta 1, Panted NONE 2-3!A1.1 SELF G.L05UFiE SCALE 3"=i'-0" SCALE 3"=I'-i�" 6 -SEE STRUCT. 1!SI - SCALE 1 1/2"al'-p" 8 3 PT" r h'8" is 1-3/4 Solid Core Meta I, Pa Inted NONE 1 HR 2-3/,4-1.1 SMOKE GASKET MAGNOLIA BELF CLOSURE 5/8" TYPE 'X" _ CONG. PANEL 9 3'0" x Io'8" 5 1-3 Solid Core tr!eta1, Painted NONE 4/A1.1 5r1pKE GASKET ,, v SELF CLOSURE � i X211 �" HI =FI IST I -p" x Ip'-m ' G Met,. I, Painted NONE 5/A1.1 OVERHEAD SEALANT TYP. - - ��` 3/8 F.HJ'1$. I I !2'-p" x 9'-O"l cI Meta I, Pa inted NONE 5/A1.1 OVERHEAD (4) PER JAMB - - - 2x STUDS -- --- ---- `�_�_ _-- \ Q (2) PER HEAD • DOOR TO GOMPL Y WITH 055C SECTION 113 if HOLLOW METAL FRAME � I SEALANT BOTH SIDES 411 PACIFIC HIGHWAY 10 01 16 SSA. HOLLOW TIGARD, OR METAL DOOR DOUR T1 F'E jell- - FRAME (PAINTED) ` DOOR PER SCHEDULE J B ll G-4 V. METAL FLA514IN6 Randy F. Hart Architect JAMB DETAIL AT HEAD. 20')_13 21st Pl. N.W. HEAD / JAMB DETAIL Seattle, WA 98177 SCALE 3"=1'-0" 5 SCALE : 3"=1'-O" Is providing Architectural services for Olympic Associotes Company on the above referenced project DOOR SCHEDULE _ Ba akrocni OpeninG Nom, t - Re 'd 1 -- ---- - --_._ ___ _ / ---.----- 5ideroom x 2 Opening Width Shaft support - Lift Clearance + 26 i f Slderoogr Opening Width SCALE NONE y bra,.kets mounted Centerline to concrete/masonry Hot-Dipped / / of Sha Ft Ga Ivanized W� 3437 Roli-For:lled / NDY(= HA. T 0 Interme..Aiate �;orizonta l TcTr9lon Sprin 0 Steel ..• EPDM Rubber Seal _ Track Counterba lanae -6 % Clear Pe4ngriolth CFC-Free ,� 5uppc,rt '4- ----- _ V SEATTL V1,-lfi A - - DPM - v Fol urethane . EE ,� in Cable prurn y Thermal Break _ Core - � -- Water Channel �;, � � � U� _ - - --- - ---- - - — e Door 4F�F= Hinge -- Integral Steel Headplate + M , N nge Mounting Strip �-- Horizonte l Minimum Required Sideroom 77)AA Centerline of Door F 0 Track _ \ E Track Type 2" Track 3" Track DOOR ---- - - ----- Square and Plumb 94 I 1/211tanad L1 ` 1/2" Breakulay ie SCHEDULE Trsck Low Neadroo , OVERHEAD_ DOOR Lift Clearance 4 1/2" (0 1/2" -_=_-�- -•- � � ^ � �/ertica I 4 1/2" " 6 1/2 SECTION ------— \ \ - ConcretP/1"lesonry Jamb SCALE 11/2"=1'-m" Vertical ° Track g- Asfsembly u OVERHEAD DOOR OVERHEAD DOOR TYPIC A L SECTION 5-19-99 _ PRINTED FOR PERMIT SUBMmAIL SCALE 1/4"=1'-p" Jamb Brackets SCALE 1 112"=I'-O" 2" Track,-t— 6-24-99___ __ _BUILDING PERMIT CORRECTIONS 15 6-24-99 SITE PERMIT CORRECTIONS Radius --- 8 OVERHEAD DOOR _ 10 OVERHEAD DOOR — SECTION A/ A NR — ---.-__DATE pN__ . T Y I P C A L OPENING SCALE : 3/4"=1'-ID" PLOT DATE PLI)T TINE SCALE 3/4"=1'-O" PERMIT SET + C 0 P Y H 1 G H 1 • THESE INXI ?ITS, THE :f4AS AND DEMNS IMCORix.711111ATED HEPETN AS AN *61RUMENt 01 SERVICE. ARE THE PROPERTY OF OLYMPIC ASS"TES COWPWY AND ARE NOT TO OSLO IN WMOLE OR IN PAPT VTNOUT WRITTEN ALINORiIATION Of OLYMPIC ASWIATEs COMPANY. DATE 6-24-99 SCALE VARIES 99079 JMB JMB DESIGN DRAWN 7APPROVED CHECKED . 9LE.99079 A7.1 PLOT SCALE:i'=1PLOT VIEW: 1loB SW Pacific H 1 13UP1999•CO21 1, 13 of 23 . ... Cm ,: ,, . „ i, ,, i,';. Ilt:?fI�IIIII1111I111�11111111�11 , -r; , ,. '�IIIIIIIIIII�r '. i (iuiliiiiiii„�; , ''I i.EGIBIIiTY STRIP o 3 4 s si 10 1 1 12 13 1'4 is 17 1'8 1' 2II 2'9 20 2 23 24 25 25 27 28 29 30 IQmm.l ;m I ZI I1 01 O HOW lOz Ila. �1li1�Wi1111fillhi111tJal>li�il�l�lllt.�ll ltJi 1.L111ai1>� lalllJlili111.11�!milt.t�llltli�tl.I.filt�i.IIJ.�J.I'�Ja1.a1��a.�a .IJI.I�IIl�1�I.I1ll),IIIILIIII�III�I.ilI1. �1�.�tltl.iaaliU-!>ll i.li.Llltl.�I1d�J.tJ.�1�.Ltlli� a.li oz 01 .. .. - 1Y rR'ti+.u...r..,r ,. •.a•+ - +•.mow-,-,w..�, .. -.., -. _ _ w'Www•q'er. Nswa++fn+w wR.Ta.,. ... . awM-wm�+'�Aue..�nlWA^�.T`imw-w�.�,-..ns.,.s..�,.....«nriM++h'n*'+"Mah� 'M. .... e.e+r,+w„+rR•+eM^r.k^w+.!w+rt�r •IMpF11Mh. wrwwWr.Vnw+N+.+M•NMMIM+,,.M adwMlM »+ w+ -w...+.. e,wr.+e i .v • r� II n. M F �r Y 3ENiERAL STRUCTJR.;L NOTES 'HE FOLLOWING APPLY UNLESS 5HOWN OT:-4ERW15E ON THE PLANS C FOUNDATION E. MASONfcI -- SENER4 I. FOUNDATION EXCAVATION BACK ,LL AND COMPACTION SHALL CONFORI`1 TO SPECIFICATION 1. 5PECIFIED_GOMPRE55IV_E. STRENGT_H__ OF MASONRY, FOR DESIGN, r'm = 1500 gi COMPLIANCE REGIUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED WITH SPECIFIED COMPRE851VE STRENGTH �f'm) SHALL BE DETERMINED PER UBC SECTION '105.3. --�. ^^�TERIALS__ WORKMANSHIP GESiG N-_ANG GON5TRUGTON 5H4LL CONFORM TO THE DRAWINGS, WORK AS REQUIRED, SHALL BE CONDUCTED BYTHE CON FRAC-rOR UNDER THE OBSERVATION AND �E! C:�TIC'NS AND THE UNIFORM BUILDING CODE ' '99l EDITION ) DIRECTION OF THE GEOTECHNICAL ENGINEER. ?. CEMENT FOR MORT,aR AND GROUT SHALL T`r I BE f�E I PORTLAND CEMENT CONFORMING TO ASTM 0150 AGGREGATE PER ASTM C144 FOR MORTAR, ASTM C404 FOR GROUT, HYDRATED LIME PER ASTM C201, QUICK _7RuCTUR.4L CRL. JINN S 5H4LL BE U5ED IN CONJUNCTION WITH /.RGHITECTURAL DRAWING 5 FOR 2. FOOTINGS MA) BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE 15 INCREASED 3" AT LIME PER ASTM C5, WATER CLEAN AND POTABLE. NO ADMIXTURE5 WILL BE PERMIT? I EICGING 4N:, CON5TRuCTION CONTRACTOR SHALL /ERIFI pIMEN51ON5 ANC CONDITIONS FOR EACH INTERFACE WITH SO _. GROUT EC N mor.,-TAR OR CC"PAT15ILITI 4ND 5HALL NOTIFI 4RCHITECT OF 4N1 D15CREP,4NCIES PRIOR TO CONSTRUCTION. SEE 'aE AF:CT LOC 'TION5 ANG DIMEN5I0N5 OF DOOR AND WINDOW 3. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED F RIOR TO PLACING CONCRETE. 3. CONCRETE M450RR' UNITS F-HALL BE TT PE I, HALF PUMICE AND H4LF SAND' GR4✓ IT3 �FENING5 5EE MECH,4NIC,4L ✓RHWING5 FC; F y L:»MIN•:TE� 'VlFeLR5 SHAD BE F4aR!C, IN CONFORMANCE WITH ANSI 5TANDARL; A'SC EACH MEMBER 5H4LL BEAR AN /.IT'- CR APA EW5 IDENTIFICATION MARK AND SHALL BE E, 4N 47C OR -.PA EW5 CERTIFICATE OF CONFORMHNCE. of 51MPLE 5F,AN BE:+MS FOOTING STEP -m" - - -- ----- - -+ALL BE C"Al FIR COMBINATION :4F- /3. Fin = 2,400 psi, F'/ = 165 psi ALL CANTILE /EREG p - EE.;"15 SHALL BE DOUGLASoo FIR COMBINATION :;4F- /2 F� = 2402' psi, F.- Ir�S psi. _AMBER ALL PER ARCH FER 15/54 - � U rA cRAG!U5 UNLE55 SHOWN OTHER,U15E ON THE F;L4N5 SU z U r [ ..ONFORI'1A.NCE WITH WCLIB STANDARD S.O.G. PER9/5-� U Z B SrJ.+LL BE sRAGE AND MARKED !N I0/S4-- I �t U - - - - - _ _ _ - i� _ I - --- GR�G NG RUE , FOR Il COAST LUME,ER LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM 8" \ � � � C. 'ANG ARG 5 i CON�, U I. RET WALL - .�C15T ArvC RAFTERS l.NG 3x, DOUG-FIR NO. 2 _ • -- L__1.� _ __ - , - - - --- -- - �U I . �9 Cq BE.:tr'S ANG STRINGERS 4x AND LARGER DCUGL.=�5-FIR NO. ' - - I 13/54 I I I I I!I 14/5- I I 0 L Y M P FC5T5 ANG 'IMBER5 (ox AND LARGER, DOUGLAS-FIR NO. I _ 1'54 I'1 54 I I C STUDS G��.'E5 a MISC. LT. FR.=.MING GOtJCsLAS-FIR 5TUD GRADE _ = = I I 18/54 2x4 STUDS 4 _ I Ib T 1954 I ASSOCIATE 'OF ..tiC BOTTO►"� PLATES AT BEARING WALLS. DOUGLAS FIR GINS?RuGTION GRADE +I I�_� 1=III Ln 3 5/a"� I II I'-1" C.C. Y PI I - S Ai_L LU~EE4. '� A LEGS" ,,; "^EN5!ON OF : NOMINAL , 50-1 BE 574MFEG 5UF;U:4l-GRl ANG -"-' • _ - `� � COMPANY SIM I I 13'-8 li 2" I -� `� `J � I I I LHALL H.»✓E MC!5TUR C(-N*ENT WHEN `JLJRIF"'-EG ANG WHEN INST-:LLED OF NOT MORE THAN 19 04 x s 12" d.c. � 1 � I _1 ERCENT ..^"BER L;II?H A LEAST DIMENSIONOF 4 NOMINAL , OR GREATER SHALL BE STAMPED W/ �4� M4 1'-F� IF 7 .r"l 15'J5E REE' •:NG :»IR-G'R E� TC MOISTURE CONTENT OF NOT MORE THAN le PERCENT PRI✓R 3. 54 - -- J 22'iS�i III � , ,� �,/ b' b 19/S4 _ 1-- - ^ 'T5 USE IN FRAMING THE 5TRJCTURE 1 - / LNUFACTUREG �u�1�,�R ;,BALL BE A5 MANUFACTURED Bl TRU5 JC15T MACMILLAN OR APPROVED LQ - �- EQUAL REQUESTS FOR APFRC/AL 0.'5 EQUAL WILL REQUIRE SUBMITTAL OF NER "NATIONAL 3 �(,� B�ST,4I y wj� `� I Hca - L - ', ( O MAGNOLIA E /L.LL.:•T!ON REPORTS" EQU! /ALENT TO NER-12b FOR LAI'11NATEG' ✓SNEER LUMBER ( Lf i, NER 292 -- :f I I 8'-II" �j -1` I Fi -1 I .9 \ _ -_ (Y I FOR r--=R..LLEL S'R.:NG LUMBER , F-5L OR NER-48! FOR L4MIN-: TED STRAND LUMBER , L5L I. THE SCALE 3,'4" _ ! -©" SWW00mDI - L E� I HI -Fl MIN MUM ALl OWGeLE DESIGN /ALLIES ARE= 4,; FOLLOWS. �� " UO =� 2054 18" CONC ST M! I - 10" O C ALL SCHEDULE -! = Z 0 I RET WALL I - - !. /L - Fd 2 b✓C F x = 85 ps E = I e'.2'E'',00@ psi MK H R �9 3'-0" x 3'-0" x 12 -- C. �I\� I I j © = 1 F'SL - Fit = : 9CC F✓ _ :92 psi, E : 2000,000 psi RW! 5'-0" max 04 e 12" o.c. THICK PAD W/ ( 3,) lio/S4 r I ( .�+ (P LSL - Ft = . :Sr✓ F✓ = 4¢C psi, - I-5©0,000 psi RUJ2 8'-a" max 04 !O o.c. 05 EUJ -� -I -1 - - I I :j+ = I �t 04 , 12 I 4 FREF4E!;;,IC4T F r, C.C. ( 2 i I PER 10/54 I 4" 5.Cr=.� ' EG 50L1P. WEB WJ_ DOS �0_15T5 5HALL BE 1E5iG NE,. El THE MANJFACTURER FOR THE "4 x TOP,), �� __ \9 r I i PER !0/x,4 0 I �C = j SF:.NS .»NG CONDITIONS SHOWN CN THE FLAWS -»ND 5HALLE BE FURNISHED AND INSTALL - ( PACIFIC HIGHWAY ED IN 1� IS o.c. - R, L - _5'-� 3/8' I I X5/8" I } CC'NFCR'`1ANCE W!TW THE MANUFGCTURER'S PUBL!SWEG SPECIFICATIONS. PREFABRICATED SOLID WC, TfC3ARD, OR JOISTS 3H.:LL BE AS MANUF.,CTURED Bl TRU5 JOIST M.ICMILL�+N CnRPCRATICN OR 4FPRO'/ l EQUAL. II- PER A CH 0 16/54 I _ - � I I --A - WEBS M:+l BE PL*' WOOD cR ORIENTED STRAND BOARC CHCRD5 ,HALL BE LAMINATED VENEER STAIR PER --III- oil 13 LUMEER L i ALL NE%ESS=+R1 BRIDGINr C - s. FLOCKING BLO�K!NG PANELS. STIFFENERS. ETC. I I I� ,�- � 6j SHALL EE C ET,:►iLEC ANC FURNISHED Bl THE MANUFACTURER. 511JBMIT SHOP DRAWING5 ANG - _I _ - . C 54I I I ,,� I I 11111 1 = DESIGN C�LCULAT10N5 TO THE ARCHITECT ANG' STRUCTURAL ENGINEER .')R REVIEW PRIOR TO - d>, 0 I ICS" PILAS ERS/ Randy F. Hart, Architect FABRICATION DESIGN SuBM!TTALS SHALL BEAR THE 5T4" AND SIGNATURE OF A REGISTEREC I _' COLUMN (- -f © \20213 II=III: I 21st PI. N.W. STRUCTURAL ENGINEER IN THE SATE OF OREGON. FERi"I-;NENT AND TEMFORARI BRIDGING 5HAL L • • I i I--� PER 8/'54 _ LOBE > I I - L — I - — - = Seattle, WA 98177 IN5TALLEC IN CONFORMGNCE WITH MANUFACTURER'S STRUCTUkAL SPECIFICATIONS. I I=III= _ I J y c PREF 'BRICAT�G. G "J'' . T R PLATE 111-1 , �oAO"xb'-0"xi2" \ -� _ ' 3 , i -- � - PAD W � 0 16/S4 ?'-.�." �� !3 TRA � ��_ L-__E w�'4� ROOF TTAU_� SHALL BE DESIGNED BY- THE H h i 5 "5 E.W. / _ _ I 11 - I r �r `{ RW- PER ils providing !'�i ,;hitecturaf Services for M*%,NUFACTURER !N ACCORDANCE WITH THE G'ESIGN SPECIFICATION FOR METAL PLATE CONNECTED � ' LOC > —� @ 1'-Io" %' ' " -.1 1 -0 1 -� IS'_g 5._! c 5_ <, Olympic associates Company on the _ WOOD TRUSSES TPI-Ill el THE TRUSS PLATE INST!TIUTE FOR THE SPANS AND CONDITIONS 5r-TOWN I ' - WI FER above referenced project ON THEPLANS LCAC'ING SHAi_i_ BE AS FOLLOWS _ _ - TCP CHcRD LI /E LCJD = :5 psr I �q- I c �2 `� "a 5 I 52 ) t>,NLL R _ PER PLAN I_ 1 5 ,,t WA;;,,. .o TCF C+-ICRC G E,.;D LOAD IC psf - -- -- �+' - U4. ECTTOM CHCRD, DEAD LOAD = 8 psP - - -- - - - - - U _ TOT�aL LOAD = 4-1 pgr 8 ST T. �� 0 17/64 Ml 4 7_ �i � 10" CONC, ,o i 2 SCALE 3/4" = 1'-Q�" SWW00001 U I\ RET WALL PER 10/54 .)COD TRUSSES 5144LL UTILIZE AFFROVED CONNECTOR PLATES + GANGNAIL OR EQUAL '. SUBMIT FOOTING STEP PER 15/54 - 0 �j FOCTiNG STEPS PERAl, SHOP DRAWINGS ANC' DESIGN CL.�CUL-%TICNS COMPLETE WITH STREE GIAGRAMS.) TO THE \ 15/S4 COOK LCC ' ARCH!TECT .SND STURCUTRAL ENGINEER FOR RE /IEW PRIOR TO FABRICATION 5UBMITTEC EXPIRES sEvrEMeER 9, ,�,a A 'll'-IENTa SHALL BEA ..aMP R THE STAND SIGNATURE l A REGISTERED STRUCTURAL ENGINEER IN `-' TO TWE STATE OF OREGON FRC'/IDE FOR SHAPES BEARII IG POINTS INTERSECTIONS, HIPSA PERMIT PRACTICE IN OREGON HAS BEENS GRANTED TO MARSHALL 48'-b" �� S LL ROBERT PIHL VALID v .LLE' S E'C 5HCWN ON THE DRAWINGS ExACT COMPCSTITION OF SPECIAL HIE ✓ALLEi AND __ __ ONLY UNTIL OFF-ICTAL ACTION IS TAKEN ON INTER5ECTiON AREAS , USE OF GIRDER TRU5SE5 JACK TRUSSES STEP-DOWN TrZUS5ES, ETC.) SHALL - - — - - AF��LICATION rOR OREGON REGISTRATION BE CETER1,11NED Bi THE M,INUFACUTURER UNLE55 SPECIFICALLT INDICATED ON THE PLANS DATED 0`-,/ 10/1999. PRC✓IG E ALL TRU55 TO TRUSS ANG TRU55 TO GIRC:ER TRU55 CONNECTION DETAILS AND REQUIREC` 7_ONNECTICN M"TER!ALS PROVIDE FOR ALL TEMPCRARl AND PERMANENT TRU55 BRACING AND 9. WOOD FRAMING NOTES - THE FOLLOWING APPLI, UNLE55 OTHERWISE NOTED ON THE PLANS: BASEMENT S E M E N T FOUNDATION PLAN ER'[�G'NG -- -- -. GENERAL 9! �1.� WOOD FRAMING DETAILS NOT SHOWN OTHERWISE 5HAl.L BE 5ON5TRUCTED TO THE MINIP•i'JP'I SCALE I/8" = I' -0" y SHEAT�:ING SL+ALL eE AF'A PERrCRf-1 PNCE RATEC PANELS PER NER REPORT NUMBER ImB. S T R l� C T U R A L NO T ES - STANDARDS OF THE UNIFORM BUILDING CODE. MIN MUM NAILING, UNLESS OTHERWISE NOTED, SHALL. SHE4THING (`il BE PLlWC'�'�C PER JEC 5TG 23-2 OR CRIENTEC' STRAND BOARD ( 058 ) PER UBC STD CONFORI'1 TO TABLE 23-I-Q OF THE UNIFORM BUILDING CODE. COORDINATE THE 517E AND 23-3 UNLESS NOTED OTHERWISE FLl WOOD PANELS SHALL BE GRADE CD AND AL50 CONFORM TO L�CATION OF ALL OPENINC3S WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. A �'� Pg I-8 I UBC STD- 23-2 ALL PANELS SHALL BE IDENTIFIED AS EXPOSURE I UNLE55 NOTED el TNERWI3E PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE. 9.2 WA F FOUNDATION PLAN LL RAMINC�: ALL STUD WALLS SHOWN ANG NOTE OHTERWISE NOTED SHALL BE 2x4 STUDS � OR 5 8 THICK 4C -C £1 Ib" o.c. AT INTERIOR WALLS AND 2xlo STUDS e Ib" o.c. AT EXTERIOR WALLS. TWO 5TUD5 MINIMUM SHALL WALLS i5%32 THICK 32/16 ORI THICK :4.0 BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. UNLESS NOTED FLOORS 23 32" OR 3�4"C TWICK TONGUE 'sOO✓E 48 24 ' OTHERWISE A r2J 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALL5 AND A ( 3' 2x8 HEADER OVER ALL OPENINGS IN 2xb WALL5. SOLID ESLOCKING FOR WOOD C UNLESS C'THEFtUISE NCTEC' ON FL.�,NS RG'OF .,NG FL:CR SHEATHING SHALL BE LAID UP IlIIT1- OLUMNS SHALL BE PROVIDED THRO',KsH FLOORS TG ,SUPPORT BELOW. Pf�'wIDE CONTINUOUS SOLID BLOCKING 3R'4IN FERPEVGICULAR TC 3UFPCRT5 ANC NAILEC' WITH ICd NAILS 6 6" 0,C TO BE FRAMED AT MID-HEIGHT OF ALL STUD LUALLS OVER 8' IN HEIGHT. =41"ll, E_1-,GES ANC OvER 5TUD WALLS SHOLLN ON FLANS AND f 5-19-99 PRINU FOR PERMIT SUBM(RAL 12" l110" lAT FLOCR5' TO '4ERMEDP !ATE SUPORT;,. FROVICE aFPRCvEC SHEATHING EDGE CLIPS a Ib" Oz. AT UNBLOCKED ALL STUD WALL5 SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLA1•ES ATTACHED TC? I , ROOF SNE4T"ING EDGE5 ALL FLOUR 5HE,4THING EDGES ;;HALL HAVE APPROVED TONGUE-AND- WOOD FRAMING BELOW WITH Ibd NAILS s 12" O.C. STAGGERED OR BOLTED TO CONCRETE OR 6-2+-99 _ ;rrF PFRMIi CORRECTION; GRCCVE JCINTS OR SHALL BE SUPFORTEC WITH 5CLID BLOCKING. TOENAIL BLOC.GING TO MASONRY WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0" o,c., U.N.O. REFER TO THE STRUCTURAL 3uFfCRTi WITH Ind NAILS UNLESS NOTED OTHERWISE FLANS ANJ SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. ;JNIl CTHERW15E NCTEC' CN THE PLANS WALL 5HE"+TNING M4'1 BE LAID UP NORZONTALLI OR 9.3 FLOOR- ROOF FRAMING: PROvIDE DOUBLE J015T5 UNDER ALL PARALLEL. PARTITIONS ✓ERT!C,4LL1 UN5UPCRTEC EDGES SH.:'LL BE BLOCKED 411"l JLL EDGE5 SHALL BE NAILED WITH 10d AND AROUND ALL OPENING5 IN FLOOR5 OR ROOFS UNLE55 OTHERWISE NOTED. PROVIDE BRIDGING + _ OAT?- Rf%ISION s 6" C - N.�IL WITH 10d11 8'-0" o.c. AND SOLID BLOCKING AT ALL BEARING POINTS AT INTERNE[ I.,TF SUPPORTS. NAIL SHEAR WALL SHEATHING TO . COORIDNATE THE 51ZE AND LOCATION PLOT DATE PLOT WE -+_L HCLC`OuJN 5TUC�5 USING ECCE N'll 5F'.4CING WHEN HCLC'OWN STUD 1;OE5 NOT OCCUR AT PANEL OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWIt�IG5, EDGE TOENAIL JOISTS TO BEARING SUPPORTS WITH Ibd NAILS, UNLESS NOTED OTHERWI5E, ATTACH 5HEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT _a"EATHING JOIST SIZE. ALL DOUBLE JOISTS, BEAMS, AND SLOPED AND/ OR SKEWED JOI!�TS SHALL BE ACONNECTED TO FLUSH MEMBERS WITH U-5ERIES J015T HANGERS UNLESS NOTED OTHERWISE. SKEW PERMIT SET LL I, C_P__PLATES !N DIREST CONTACT II !TH CCNCETE' OR Ma50NRl SHALL BE PRESSURE- AND 51 OPE ALL CONNECTORS AS REQUIRED. NAIL ALL MULTI-JOIST BEAMS TOGETHER WITH 16d TREATED WITH AN PRESERVATI /E FRC,✓ICE TWO LAl ER5 OF ASPHALT IMPREGNATED SPIKES 9 24" o.c. 5TAGGEREC,. BUILDING PAPER BETWEEN UNTRE4TEC LECGERS BLOCKING ETC ANC CONCRETE OR M450NRI 9.4 NAILS SHl BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND 5 NCTATQNS�N_F�R,4WING5 RELATING TO FRAMING CLIPS 1015T HANGERS AND OTHER TYPES A5 FOLLOWS, U.N.C. CONNECTING DEvICE5 REFER TO CATALOG NUMBERS OF: CCII TORS MANFACTURED BT THE 51MFSON * C 0 P Y R I G N T « PNE!"IATIC NAILING - PLAIN SHANK, COATED OR G4LvANIZED THESE DocuYEMs, ME IDEAS AND DES�t.NS INCORPOIMTED HEREIN As iNsrRUIENr STRONCs-TIF CCMF=-+Nl SAN LE4NCRC CALIFORNIA EQu!VALENT DEVICE5 Bl OTHER MANUFACTURERS 8d = .131 DIlFR x 2-1/2" MINIMUM LENGTH OF SERMCE, ARE THE PROPERrI OF OLYMPIC Al CaIPAW ML ME Ip; TO � USED IN WHOLE LR M PART WUNDUF MR1TiFN AERNORII/1TION (IF OEYMPIC AS50(:1gTEj s� BE 5UB5T!TUTED PROvICEC TNEl NA/E !CBC APPRC\l FOR EQUAL OR GREATER LOAC 10d = .13I DIAMETER x 3" MINIMUM LENGTH COMPANY CAPACITIES SUBMIT Mo4NUF,4C7URER'5 C4TALOG ANC; ICRC REPORTS TO ARCHITECT AND Ibd = .131 DIAMETER x 3-I/2" MINIMUM LENGTH DATA 6-24-" SCALE VAalES ENGINEER. FOR RE fillWWEN RE�2uEfl 5U55TITUTION_6 ALL 5PECIF!EC FASTENEI<S MUST BE USED 99079 ANC PROPER IN5T4LLATICN PROCEDURES MUST BE CBSERvl IN ORDER TO OBTAIN ICBG HAND NAILING - SINKERS, COATED JMB - FRRRC✓EG LOAD CAPaCIT!TIES /ERIFI THAT THE DIMENSIONS OF THE SU►-PORTING MEMBER AREDR'LL'N 8d = II-1/2 GAGE x 2-3/8" XWN SUFFICIENT TO RECEIVE TNF SFECIFIEC' F,-�STENERS 10d = II GAGE x 2-1/8" Ibd - 9 GAGE X 3-1/4" APPROVED CHECKED S2 F1LE:99079 S-1 PLOT SCALE:1'_1 PLOT Ill 11686 SW Pacific Hr1 BUP 1999-00217 15 of 23 LEGIBILITY STRIP ��0 2 3 a 5 e 7 e s Io II 12 13 la i6 i; 19 20 21 22 2 3 P ?1 25 72F � - IIII''I I I' I II� 01 iA�LJ �411IE1 1 3 HONK 10a !1 tl1 ll(L�1,� 111J1J 1, l�wJ��J�J�L>i11I 1!l I!III-I �1�1.L1a�.�lJ l�I .LIiI 1.1 I I I a I.IJ I I la I�1JJ I�.li�a_L!.1�1�J.�.�!I I I 111.1.1�.�11J 11111 Oz 10 "MMaMkK"Y'M' a4rh- i,Vtt <y p. 4 3 8" CMU 10" C CNG 9/154 STEM LUALL� 9/54 > 8" Cl IiU 10" CONG "� _ - - - -- - - - - - _ - - ' L � � ------ - ? 154 9/54 ell r:MU -- _nn - - - - -- - - - - - _7:7 — —I 2�s4 II `J - J - 10/S(o I_SL STUDS 1555 /s I��55 �- _., -- 8l, CI„IU �l 4x�__ 1 -- - 4x�- -- 2x10 LSL 3TUDS -I S_ J 3'-0" SG. x 12 F,Ap I I all CMU --- - �' 'x(o -11 -- - - - -- -u - - - � �` ` 1D!56 � +6 w/ c3.> "4 Ew I I 19'5F 6� �" CMU I \� STDG WALL 10;'S� +� 9/155 SIM �-� 14/55 I 14 5s ,U ,�+,;= _- � --� -- - ---- - � �� L Y MPI C - - - -- - I +, - - rro — ASSOCIATES u+ i :1/10 e I� _ I 1 I I -- *4 9 16.. o.c. E W ' I 0 M P q I GIL � �;ss - �- � 1 6' 5,�.C3. �/5E O. I9%55 S J5 I-- 1 -J I I ° " =�� _ - - PER I0/54I- L I I 7 155 1 o. " -- u f ISiS5 4 � 16" o.c. E.W. ikA �.� woos �, �� oc � � - a CMu - - -- -- -- -- I _ -HE THIN<.� � ��/55 � , __ b , I MAGNOLIA c---- w 14� x �s' I \ 1 3'-0"x�' 0 xl� 8 ...MU - EGG N,41LIN�: 10d � 4"c.c. =-. =_--=—� � - t 6" `?TRtaCTURAL �\+, ' _ ��. �" " r FIEL NAILING: 10d 1w 12.. o.c. I Lam._ �, I�, ,.,5 I I �LAe I , r / - PAD W/ ( 3) "4 E.W. I I SIM - 15/55 - - - ---- - - - _ - (` -I, I 2/54 E� HI - F1 SIM 20/54 �v s� \ ►-2/54 _ �' — -- 4/5(o I I 3/ 4 I I E1 �l 01 5/54 , ' 8" o c. IT ! l 4'_,a" SQ. x i. " 9%155 SIM \u.� ►. •U I / I BQTTOT1 1M_ PAp w! 3) 1(0/5 2x10 LSL STUDS 4 EW. -- --- - - - - - - - - - - - - -- -- �' - - --� W I� x 35 II I I - " 4x - '� — I - - /54 — - - - - - — - -- - - - - - - - -- - J - - - ��I- - - PACIFIC HIGHWAY II vo l0/ (o a !�' G.C. T 4r PL 1 iaJOCG - I I/5•: ' ._ I 3NE T�IING 10!::5 �- ,_ IS;ss .v I �� 2'-®" 6�_m�� 2/s4 r-�� -t TIC3ARD OR _Z, NAILIN3 ICd tv 4 o.c. I-- =�- - -� uU L_ L J -- -- E� NAILING. !0d 12" o.c - - - - - - - -- - - L - - 2/154 2/155 2/S(o QII CMU LU/ c 2 > "4 EW., 3 LOQ '-/54 I , Rand F. H 51M I� y art Architect LU It3 . 40 w I x �5 _ SIM 2/gid 213 - - - / 2� 21st P . N.W. `,� s5 �_ u I - EXIT STAIR a Seattle, WA 98177 I1/�4 SIDEWALK PER 52 a" emu — I ( _ SIM _ �, MAIN FLOOR FRAM I'✓ providing Architectural services tor -- -� — 8" GMu .� - ---- -- --�hl_C,�- PLAN _ g Olympic, Associates Company on the ` - J015TS To BE I \✓`f SCALE 1/8" = I'-0" CO J> above referenced project 12 54 I 11 7'8" TJI/H9a p � t T°r I= U N.O I L� �- - - - -- - - - - --- -- - - - - - LL Wk � CMU 1 ��¢ + - - - . . -- - ------ ------ -— - - 4- ,r. 28440 ��'i�"fE:K1 C� 11/156 • EXPIRES: SEPTEMBER 9, T 999 IS/S(o A PERMIT TO PRACTICE IN OREGON HAS BEEN 18��6 - T - GRANTED TO MARSHALL - - - ROBERT PIHL VALID ��'S6 ONLY UNTIL OFFICIAL ACTION IS TAKEN ON r I I APPLICATION FOR OREGON REGISTRATION 11/56 18156,/� ---- - DATED 05/10/1999. 1 I 1 - - _ TRU55 ER 5'155 MAIN FLOOR & -- - - -� - - - - - -- -- -- -- - - _,x' /�� x 2/155 `� i: -� 0 _ � X , ROOF FRAMING _J I x -____RO F TRUSSES 4" o.c. I ---- PLANS T U55 -R 5/55x loJ r� M 12/S5 14,5(oX N '�c PRC'�I E ADDITION`.' 15 �. cO �( A ,XY TRUSSE TO SUPPORT IiSS `� }%l�•ao . .x ;�( OVERF AM1N4G FON - - -- � - TR1155 P'cR 5/155 '" � WALLS PROVIDE A )ITIONAL �, K --�1 TRU55E5 TQ UPPORT x �` x1 Y - '� ' '` 6/155 1"l/155 � I I OVERFRAMIN PONT mak. cD ` WALLS ,�' � y�N 5-19-99 PRINTED FOR PERMIT UDMII • 2Q�/ 6 X - I I 6-24-99 SITE PERMIT CORRECTIONS RU55 PER 13/55 '� }, ,�( x I — ROOF TRUSSES 6-24-99 BUILDING PERMR CORRECTION ROOF TRUSSES 0 141' �. x ;� x O V E RFAM I NCS r --- - -- �b -� �----- -- ,t I'- ---- - --._._ y,'� 12i S5 � STUD WALLS 4 >> 13/SCS �x(o 44 i , h \\ j716T6 PER - •,� �k��` _ 1•�/55 NR ()ATE .vVlrilON PLOT DATE PIOT TIMF - - Ti?USS PER 5/55 9/155 l3) 2x4 - 9/ l ) 1x10 11 -1/8" TJI/N90 � 6 0. ------ - - - --- — - -- - - - 15 d6 -- ------ -J= GI_ 3libx. 9 e CSL3I�8x9 GL 3_I% x9 CSL 8 3/4 18 - __ S!MPSCN CC - - -- --- - --— - UvERFfR,4MING - - -- - - ---- - - - - - - - - - - -_ --� 16/S� STRAP a BLKG SIMP°SON CC - PERMFr ----- -- --- - -- - PER 1-1 4 18/56 - --- I STUDWALLS a 9/155 � --- I!~ S(o I JOISTS PER -- -- ----- �9 I0d 4"o.c 13!5(o I IS/56 1-1/SCo 18 Sro SIMP,SC�N WP -' ----- �- - - - ie 411 — -- — —! 1(dd 9 6"o.c — 7 * C �) P Y R I — — I0d Sa J CJ.C. OF SERVICE.SE M,E. THE UASS AND PROPERTY Of DESIGNS OLYMPIIASSpC1RATED TES COMPANY AS AFpr,�p("SUCUMO If 15/5(r STRAP 4 BLKG 10d 4'' c USED IN MM01-E OR IN PART WTTMW N'RRTEN AUTNORZATION OF OLYMFIF � ,XUTTS ROOF FRAMING _ P I A IV PER 18/56 _— �"Cc. � - -_- - -�- �11PAM'. \\\ -- -- --- DATE 6-24-99 SCALE 1/8.=1'-0' 07 SCALE- 1,8" = 11_01. �Y — JM9 Imd m . "o.c. STRAP 4 E3l.KG DESIGN — DRAWN APPRg4D - - CHECXEI, -- �� ROOF' PLAN-PLYWOOD SHEATHING__ ED(__ NAILING S3 o --- -- - SCALE N.T.S. FILE:9%)79 S-I PLOT Spm 1'=T' PLoT VIEW. 11Goo 8W Padflc Hwy ' BUP1999.00217 • 16 of 23 LEGIBILITY TRIP ~ ~ ;m 2 3 4 5 6 7 8 9 10 1 ! 2 13 14 16 17 1F3 19 20 2 22 23 24 25 26 27 26 29 30 �I OI � 111jujIllu, HONI a Fpz lila.l tJ.�1,u lkL'11�.I�t1�U, 1111 I L a I_I_�l�1.1 I11.1J 1� I IIS 1.1111 l l l 1-1�1 oz al ..w`r..'c:-r,w+w. 1r.Tee+'-"'atiat$aMaPMANIwaM?:/!iln4+ ' v-, ...- ♦tlYrMglhV .. .... AiM1MP,'MW Mw4T",y„ �''.wMM.r.�' I'M+kM1AWV .. .. .,. ,. ♦MRS. `T +w. anw.wrwnr :en+.+wwp rKswnrprrr+o+N'ykNl+w' o1'+..'+,r.w x X! h GLAZING= - SIM IN LEIU 3% x4 I` x I2' BA� OF MASONRI - •�; "4 I c.c. BASE fE' 318x12x12 TYPICAL WALL REINF: 05 ,a 12" o.c. U.N .C. --- �- IIE W/ 2 5, � AW/ c 4 > 'e �' A.f� s EXTEND .-MU 04 12'' o.c. ( 7 MiN EMEED) ON -- (2 ' 05 REEAR 2'-rd" TOP ) 34" NON-SHRINK TS &xro \ - MIN INTO TOP 2 , �. _ / ^x4 � I� GROUT I f cR PLAN OF _ONC.. �� WALL� G� « TIE -- - - 1 WALL - �TU4 _ _ (2) S �- (2) M5 —� a - 2 x& NON 5+-aRINK 04 's I(., ' o r-. I "4 x �� II (L- "''_D -- 12 •� o._. MIN I -8 50 to I W/ (2) 04 r► �� ► Tl P �' Tl P Ll - L -- / 0 LY M P I C - rA I IL ( ASSOCIAI ES y ' S C.G - • -__ 4' - C O M P A N Y 7 o --- PER I -- — - - - - - -- - PLAN --- PER PLAN --- , «4 x \� PER PLAN � - _ T5 POST g STEM WALL �C4LE 53154 „ - „ - __3 ._ vO �% ofiD INCA DOGT'� T1'P�(_- i G NC TE 111,45GL,LE I I;2 I'-0 SGW©m004 63154 I'-D" &CF00032 `sz�sa SCALE _ _ INI= MAGNOLIA ,- ., �/4 1 65C0000I S3 SCALET.S. -- •, �TIRRUF SETS TOP OF (--(--NC lL41_L - --- -- — _ _ - - - - HImF1 s 4'' CG W/ IN ( I"146 NRI AEOVE � -' CsLA7_INCz f~'ER ARG.-�. OF TOP t E �TTOM CF CCL TOP CF PILASTER : oc BETWEEN SEAT ON INTERIOR ` WALL TAPERS 2.0 x 2,0 WWF COLUMN RE INF. PER ARCH Q • \ "5 DOWELS TO — PER '1/,63 TOP 4" CONC. S.O.G. � l,a > "� ( 5 EA FACE ) - - - , � i'1ATCH VERTICAL 04 12" o.c. • COLUMN RE INF T I G A R D LOCATIONS �2 ® Tot=)�. -- - TIGARD OR o � SECTION "4 2"m WEEP HDL ES • I ' I "� 81 41-.011 o.c. ---- 04 x -- � — cr _---- I I----I_ =f I-I— F I -- - --• U TOP of SLAB � PLAN � ERz - � �'-�-p" O.c. I�I-1 I I-1 I I 11-1 I - I III II1=1 I-1IIII1�--: VIII Fund F. Hart Architect ' TOP OF FTG -- � I ------- ,_ ,_-; -- - =-n--�-_�.-.-�- Z • I I Y sect FER F� �N --- rr r--r'�T—�! 1- I _ ° = 2021 .3 21st PI. N.W. .✓ _ vl� -- 1 W • _ 6 CRUSHED ROCK Seattle, WA 98177 tJ III -- CC'LUMN /ERTS ,, / _- + - • «4 UND15TUR5ED NATIVE CR " --- - - I PER 1=LAT`! rC1"IFAr=TED FILL Is providing Architectural services for 5 EA DACE ' _ - - Olympic Associates Company on the -- - FOOTINr� PER PLAN _- _ above referenced project cO Ut-iN SECTION 2 COLUMN ELEVATION e_ COLUMN FoaT INC �c•.LE -4 = 1 -c" s2 s4 : 1 L 9 G AZINCZ SUPPORT FDN ® 5 ,p, GI RADE 1 SCALE : NTS - szJ"4 E3 ON � AD E �CFE�E�©1� SCALE 3/4" I'-0" SCFOrZ'011 ss sa , - ,_ - SCALE �/4 - I 0 SGF0p016i 63 sa .T SCALE 3/4" r-O" SC 00003 EXTEND W4LL /ERT3 EXTEND M,45ONRl /- 10d 4" oz. 1/�iI' END fE 2x4 Iro" O.C. . "5x _`4o" INTO CCNC 1 �' WALL VERTICALS ? «c r5 ' STUD WALL CC;LUMNS 2'-0" INTO CONC __ "5 16" o.c. ' -- 1" MAX GAP i' :1-611 / 1 20/64 WALL BEAM - - _- - _ _ 1 y A B s I PERMIT TO PRACTICE IN OREGON HAS BEEN -III—III- - « g 1I 'a' , '-D" pC '-I • "4 0 1211 O.C. — � ' RANTED TO MARSHALL ROBERT PIHL VALID =III-11 4 12 o.c. - � _ , (- ONLY UNTIL OFFICIAL ACTION IS TAKEN ON 2x4 im 16" oz. APPLICATION FOR OREGON REGISTRATION • • C -- STUD WALL _--I I ( 2) WALL - <�/ DATED 05/10%1999. - _ r- WIC (• ATTACH 2x8 LEDG=ER X • I se m q B.'s "5 � 12" o.c. --I S.O.G. PE VERT5 i ,..OLU►"1N � �� Q 1 � � � �� STRIP �,, . TO WALL W/ 5/8 m AB's / 4 -rd o.c. 2 PLAN RETAINING PER /�. L 04 a 16" o. PAD ENDS FOUNDATION & � 2 -D oz. � S.O.G. PER I I—III )( W<`�LL PAG' FER 7 �_ � - ..� « . ,., , e 4 — MASONRY " PLAN _ 24 TOP *4_ «4 811 O.C. -- _ - -- = - -- -- �� - — 12 BOTTOM , • • . . DETAILS 1 ExTEND .: -ro SEAT fE 3/8 x rc, x 12 • MIN BET i:NL • I . �_+ r [L1 DETAIL " - J A''1 � ' GRADE 40 REEAR -�---__ --------- -- -- - PER PLAN ,_ � ( 3 ) 04 - - -- - 521 - PER r":LAN ( `, ) «4 RETAINING IJT PAGE PAGE DETAIL -- ---- WALL PAD DETAIL_ A l OCCURS DR WN ON 1 of ; USF �'UPPOF�T � GONG. COLS `- _ � 1I ' _ _ - :� I �Z CONC I°'i OVER BOOL -Uf= D, L' -� /�J/ _ a4 „ Y I'_O„ �� (s2 sa � WALL. I LOADING DOCK 14 l�iT� INC �� I=a T I _5 19- -- PItNM FOR-PERMIT SI)BMfTTT& �- '° ooM 1`aoT �, 99 SCALE 5Wr0000I 5 Q NG ST - �,' SGr,�.-E 3/4 • 1 © SCF00002 (s� sa - a -- I - 1 --- � SCALE 3/4" r 1'-rd" 5CF-00 017, �� '4/ SCALE 3/4" = I'-� ' r- --L� ---- 6_14 99 SfFE PERMIT CORRECTIONS - -- 6-24-99 BUILDING PERMIT CORRECTION «�, �, 12" c.c. - __ -III- • EL ..G'9.ro' Oil — —__ __-- 5/8"d� A>;3's 32" o.c. "ry o.c. =i I- _ I_I i l_ NR LArf RF�rION 4 � 12o.c. ____ "4 � 11O.C. -_ I- 2iC4 I�" C.C. --� PIAT DAIr PLOT T1Mf __ �I I I-1 CONC. W.1.LL CG PE — - « _ � _ � �''-6" � STUC� WALL I I—III - . - - S.O.G. PER 4 x 2 D e PLAN 4 -III- ' -- PLAN 2'-0" o.C. W/ I I--I I I�. FER PLAN - --.� \� «4 f ,vim 16" o 4'_0 o.c. - - ---,� \� (- ( 2) 04 \ � S.O.G1. PER _ � I S C.G. F'E R 4 2 _X-- w--x --- «4 ----- fn "5 � 16" o.c. FLAN - \ "4x 2'-m" _ — -- -_� «4 PERMIT S . 12 ,.• a TOP .� EL Lu ( .' 04 ,-III .. v v 0 --- --- -- - --� - -- «4 % 24" c.c _ ♦ 5 FER FL.�N� � � : ' «.� -' • 0 �q -I I �w • _ � -�-- • • I (2) 04 - • PE I� PLA THESE DOr-U4EMTS, THE. IDEAS AND DESIGNS INMR130 ,D MERFIN A, AN INMRIIMLN' - MIN • • • ' A,a,"TES WWAM' Ahs ARE NOT TO HE u _ • • OF SERVK'.E. ME THE PROPERTY Of DiYYD�� ~ � � � USED DAINwHOLE OR M PART WfTHOI f w4ruN AUfHORanoN a OLYMPIr ASSgCNIFS E'ER PLAN \� PER PLAN � � I 4 CONT -- -- "4 a 16" O.C. --- ---- — --- �/ '- DATE 6-24-99 SCAI F VARIES 9'90 7 �. 'I (4 > "4 PER PLAN 04 1�'' O.C. - - __. .- MRP JMH DEWN DRAWN i Jrp , NTRY 5LAB EDGE 11 A5T i (- �8 A INCrt WALL DNS APPROVED CHEC ED - = - - �- �- UJ�4RE -IOUSE UJ,4 -� �s� � �9 � NORTH L.- --SCREE .t -� SC�rvCCC-? l SCALE 3,4 = 1'-4>" SCFIc'�DE'D/o 12 1 _ $� _ SZII?,� _ WALL '� AUTO INSTAL SCALE : 3'4 _-1 D _-- SCFDDDD9 I SCFrdDDt�B STALE 3/4" = I'-©" SCF=rv��CrL'1 FILE 99070 S PLOT W1 F.I'-1• PLOT VIEW: 11686 SW Pacific Hwy RUP1999.00217 17 o1 23 LEGIBILITY TRIP 5 6 7 i; l !lii!Illil� l!Illilll illi 1111 !1Til fill IIIIIIIIIIIII llllllllllllilllllllll!IIIIII 2 3 4 p 9 10 I 1 12 13 14 16 17 1�8 19 20 21 2'2 23 24 25 26 27 2'8 29 30 ZI f 1 of Q HINI i 109 U11�1�1W1!. a1�11t�111.1111111i111L11J_IIILILIILLI-1.1LlallJllt��IIIIIIItIIIIILLIIIILLI11.11t�►(IIII II�.t�.(111111 b1 1 I Oz �.W1�1�1 111�1�1�1t1>a(1.I .w»°4u�4M g +MMMM..Mww,A. T.nw.fMle►.q.nnM A IwMDMIy.w.ew Y„w.., .r , ~.R/ Mfr -- � V-4 I -- ( _a ) I" m A30-j -; A30 _7 0 -- (2) I" .0 A3D� 1 r a BENT fE E �9 - \e - 55 C ,� � ( � ' OF R I GCsE BT"' I •- � c=y'' m " 9 00 O ol000 14 3 to 7 � �' • 8 0LYMPI f _ ASS0CIAT ES m G3C� 4 , 1" � ACOM PA 3o, '�� f � N Y fE E S -_� --- 3 55 r ,•, 4'' o.c d ROOF TRUSS CONNECTION 2 ROCS TRU55 CONNECTION _3_ R00F TRUSS CONNECTION _ Cx TizU55 _ _ ELE�rATIMAGNOLIA: L.E � . � , or•� -- - --- - - - _ — 4 - I=0 , �WRO©(J©� 5355- SCALE 3/4" - I'-D" SWR00003 315," SII"IFSC,ti L-4 4 FILL GAP W, - - HI -FI I I/Z I I all I I 11 T PL, WOOD fE RUSS PER r.� -p IE I. N 4N,�ER ' od c.c. ROOF T _ , _ W/c ro 3/4 m � - I 1� �� _ EM-.,t ,.11x11 xl'-I (a _ (G Ind '� to o.c - GL BM SIM y _+ - STUDS x5" NEADE 3 ~ ---� CONSTRUCTION JOINT I cr -i.-l. � � • ___ c 6 " I � \- - -- -_-- - ----- - -- -- -- ._ - - -- _ - -- - - �- - c .4 > "4 CONT --- --- -- _ -- Ir,-, _ , I, II 1,,11 17 TIGARD • a 4F�ON M 1 TIGARD, OR • ' ' _ 3'8'' fE E c, � �. L�Y� �' � `� ,� � . 1 ✓ ---�-- ----- -- - -- -- __�__---------- ATTR H '.r4 TO --- CMU WALL ��f' � • L II wn • • • • . a fE and F. Hart, I - C w .p A �\ 1" EACH 51DE OF -- - � -t - M4 y Architect TJI JOIST Wi WEr� TRU55 d PO5T ((I f X6,-�,, 0213 21st PI. N.W. BLKG PER MFC=R TJI JOISTS W/ 1(c,-d 13" o.c. „ I 1-•1DR PER PLAN 1 1eattle, WA 94177 - S 4x(o POST A35 F E.S. � BRG WALL OR ✓ -- 2x STUD WALL PER PLAN - - _� s providing Architectural services for EA 5UPPCRT POST BEl"OND PER PLAN "Sx a X18"o.c. lympic Associates Company on h p y the bove referenced project PRC / DE 2 *1 EAC1-•1 I E?-IBEG PLATE STUD ROOF_BUSS CONNECTION , -t , �R �3EAM 8 JOIST '� - i flow WALL 9 TRUSS SUPPT WALL �,4 5335 SCALE -l ' SWRCCCCc 5355' SCALE I I/." = I'-p" SWW©CCE'2 355 SCALE I I/1" I'-C'" SWWmDG11G'�3 3 ___' /.l" _ I - - (_ 10 '� C NCRETE WALL -- ----- ALE , 3 © SUJRP�002'9 53..5 SC,4LE 5 C G 4 STRUCT 5L415, — - -- /, REINFCR PER PLAN 104 6" o.c. - - 100 - i PERMIT TO PRACTICE IN OREGC �! HAS BEENI TJI BLKG= RANTED TO MARSHALL. ROBERT PIH' VALID I AN NLY UNTIL OFFICIAL ACTION TAKEN _- '— -- -- - - I I.i " CAP fE ON • m-_ ---•_ 4 1 3� r G325 - �\ APLIC T ON CFOR OREGON REuISTRATION q. _ I ;, IIIA_.--1 �-�-1 ------ -- ` - � 3�a fE I I �- I NDR PER 1 TJI V 3XNAILER PER :C',;,=. PLAN ------ __ � FRAMING JOIST 1 - - - � DETAILS • "-�X 16" o c ---- - - ALT NCCK C ,R "' _ �, ♦ DETAIL . � IMPSON -- TJI BLKG TJ I BLKG ' WALL REINF A34 � --� � � �, 4'_ �" =ER 19 5-l. I c.c. 51"PSON U414 4'-T" � I i HANGER ---- 1015T W1 BLKG -- -- -_ IST Pr GE PAGE GETS:+ 5L TRUSS -- SI"P50N 434 PER "FGR ! - }� DETAIL1 SIMPSON H5 � EA W18 - DRAWN ON TCF' CHORD -� END OF BLOCK -- -" TS CCLUMP.I 1 OCCURS 11 S A INTE AC UP 5M TO T? CQL 5 19-99 PRINTED FOR PERMIT SUBMR7N B KICK '� TRUSS TOP CHORD � ONE E SIDED I-}DR is O STS PA4R,4LLEL TO WALL �5-UJF�t�f 1 SIDE uNL1' g SIM --- S3S5 -:,;LE 3 ,�11 ■ I'_D" SCFCc^4^.CC' S3IS5 SCALE I I i'-C'' SWRDDC'D8 355 SCALE I I/2" I'-p" SWSO©004 �S3S5,/ SCALE I I/''II _ " ', . , 99 SrtE PER'fIT CORRECTIONS __ - I D SWSED�D3 3�8El SCALE = I'-� SSEE'DDC'3 0 %4 99 BUILDING PERMIT CORRECTIONS �P ;. 35 x 8"I 16" c.c. - CMU RE INF PER 2/54 ATTACH 3x6 BLKG - ` M4 IDd 9 4 o.cc. -- TO WALL W/ 5'8" r TJI taiEB BLKG ATTACH 3�_ NAILER TC REINF PER 4.E3-'s a 10" o.c--- A5 REa D B1 I W18 w! 12 " 41 EXTEND S.O.G. m CARRIAGE �L"-N REINF INTO STRUCT "4 s 15" o.c. E.F. "FGR ---- BOLTS 2'-0 o.c OATf / i— "4 CONT ` rtcn�,lnN SLAB I'-(o" �• ( STAGGER LOC. PL)T DTT r'I DT TIME 1 • • 'z O.C. • • ` 2,.011- / --- - /— (2) ''4 ►�E �� ATTACH 2x4 -----� PERMIT SET SLAB t TOP OF ' �" KE1 • • ATTACH 4xs'c BLOCK TO - --- WALL fE W/ � LEDGER TO m/SS CONC. WALL PER lrod � 4" o.c. -, II -� � • SLAB REINF PER PLAN WALL W/ 5�8" m EXTEND CMU REINF 11 �8 TJI ATT�iGN a� BLOCKS 4.B.'s 2'-0" o.c. -J INTO CONC WALL JOISTS TO W18 WEE W/ % " s C �i P Y k I �, H T - 2'-0" MIN ARR I ACsE �!�L_T j THESE DOCUMENTS, THE IDEAS Nip DESIGNS INCORPORATED HEREIN AS N+ INSTRUMEN' 1 Of SEFYIC- ARE THE PROPERTY OF OLYI IC ASSOCLI?B ;OWAW AAD W NOT TO St -6° .x. STUD FRAMINCs SIMP50N NIT � 3 -C,, G'c' COOMPA��E OR IN PAA' aTtTfarr "7If►TEN N'"'°R'IJInOI/ Q' OL IIFfc ASSOCNTFS - Nj Y L.-- wALL REINF ( '4x !e IE" c c PER 13, 14 d 1-1/54 - T^P PER IC' 55 I_ aII C.r'. HANCSERS T 6-24-99 SME VARIES O7 7 RT' JMB ALT NcoK D IR scN - oa,�wn ED CHECKED i6 -_ R�lCTURAL SLAB ii 1 UJALL. OYER�A5EMENT EDIT i8 F 00 T NSITION -� —531s� SCALE a 4 = I'-C' ��oce�c SCALE " _ , R RA 19 FLOOR J015T SU 1 FO©OcaD SCALE 3.4 1'-011 ,cWO(d Q?05 X5355 SCALE /al' _ ,� P-- 'ORT 2,ra IUJF BEAM / J01ST CONN. - L �. LE 3 I -C' SCW(�C'+'J'0�o3Q,5 SCALE 1 1;.: 1' E'" S^ ,�, >; -----_—---. \ JB�G�!.+l.� ETIE:99079 S-4 PLOT SfIIIE:I'=1 PLrn hEw. 11686 SW Patlnt Hwy SUP1999-007.17 18 o1 27 LEGIBILITY STRIP `_ z 3 a 5 6 7 5 g lQ iI �2 13 la i -.- G I7 Ig Ig 20 21 22 23 24 25 2F� ?7 26 29 30 rk ZI rA FT 1 1 ql r N0N1 t 108 ��•��I�I.IJ.�.Ill,)l�l.�.l.)J.)J�.I,�J,1.1�.�.1�111u.11,1J.1.1.1.lLla.�ll�J.Ia.1.l��I.L.L�J.�(J;�L�1�J�.1.�.,llL�Jal�.l.l l.� ..;. . - _..... __-r-, _—:..._ __ .-.-R.- ......_M„,,:•.m:fimw•,.•n:.rvnneA we,.r ..w++e..•t.r•«p,-+ntt}tti,rw-..,..,.,w..,.-r,»..•—M .+r».,.,...,ro. r,- •. _.«., ,.... .,,.... y Y l r 2x10 L5L STUD WALL TS COL PER rLAN ^- 5HEATHIN(!, PROVIDE (2) STUDS _ rS COL PER PL,�N 1?nd '0 6" EDGE I t &x(o P05T a RIDGE • - - • - - - - '3 EPC/Y COATED N41LING - -- BEAM. r " BASE fE 3'3X& i,2 xl'-D'I - i4" PLYWOOD NOSING BAR TYF 10 a 12" FIELD - _ ,/ - W/ c 2 5�g" m AE3's SHEATHING - L5L STUD:: -- -+_ -- • NAILING -- -- Irod 1w 6" o.c. I i- --- PER PLAN ---= - PER PLAN STAGGERED EQ �. -- I EQ 3/16 --G�- L - Ind e 1'v" o.c. I�'' c.c o.c. -- NON SHl�lr�K � I NAILING -w TO �4x4xR�4x1 TdB GROUT _ \ 4.I_B" OPTLT,O-wryoOF � I ATTACHED TO CMU PLAN �- BASE fF31ex'o '/: xl -e WALL W, A.B 1 AB'sBM THROUGH 4 TO GL BM W/ ( 2 ) W/ c2 AB .- v 32 - -- -- 1 11= I I _ ; " m x4" L4GE, 3,4" NON SHRINK a " o.c. FILLER f GROUT rA I A4 4fF, BOLTED TO \ G L 6 3% PM PER s O L Y M P I C \ • CMU WALL W; 5/8" a \`- PLAN - -- - - C . ABS � TOP t = _��= ASSOCIAT E "� BOTTOM d 4'-0` 2x4 FURFZING WALL . . • 411 I I—III-- \r "4x BETWEEN a -III—I I 50G PER C 0 M P A rJ END OF GL 834 , PLAN � L - R_ 5" ( NOTCH %4x4.) PER PLAN I I! FOOTING STEPS � j PER IE-/54a" M45ONR T' WALL_ \ -7 WALL BET OND `-- PER 10/55 F EXTERIOR 5T,41R ON GRADE BEAM CONN B�_5 E WA TRANSITION ION _ MAGNOLIA C 3 T5 PAD 4 TS CO SCALE 3 4, = I._O" SWW@@@@1 35 SCALE 3/4" = 1'-0" SGF@@03@ 3S `GA /4 L E 3 = 1'-0'' SCF@@@31 3 3 ,, _ SCALE �• 4 I'-Z' S..W@D@@� HI -F1 SIMP_aON LTT19 --- CSL BM e EACH END OF r 03 EF'O/.I C-04TEG ROOF AND a `- 2x4 STUDS NCS IN's BAR T1 F- � MIDDLE k 3 LOG , � • ' _– - — -- _ W/ 3i4 II � A.B. -- E.c TIGARD f=osT i -- 1/a" CAP IE TIGARD OR • � CAP - -- -- � - 04 LZ7 71 • I/� SIMPSON U21@ ' Randy F. Hurt, Architect HANGERS ------- -- -- ---- I 0213 21 st PI. N.W. SIMPSON U210 ATTACK 4x10 Seattle, WA 98177 TS COLUMN PER 8" CMU �� 'sa'_a" o.c. � HANGERS LEDGER TO WALL~-- PLAN W/ 5%" 0 AB's 1 s providin Architectural services for RET WALE GL BEAM � 2 �� __ / _ 2" �xl@ L5L � g . ..4 o.c CONC WALL I m IC Assac�ates Cc,m an 3TUD5 I ,� .. y P p v on the ATG PER PLAN -- BE%/EL bove referenced project GLAZING PER ARCH bEXTERIOR STAIR ON GRAPE - -t TS OST / G r4I`1 a G,�,riOP1' GL 5M9 OAINC DOCK CANOPY Is C1yiU m �J�4L L TRr4N5I T I ON Ci"iU- 5L Sr',�LE S1 g6' - S3 2 _ 1 - C' 5WWCCOCI SCALE I I/,. _ I'-0 5W,6000015W@0001 �Z35 SCALE I/2" _ I.• @" SSG@0@@� 3 SCALE 3/4" 1'-@" SMWO@@@1 �� SCALE 1 1/211 j , WALE REINF 5� " SHEATHING 2x6 12" or- 10d d ro" EDGE NAILIN,a ROOF TRUSS _ lad 6 12" FIELD NAILING PER 14/54 10d a 6" o.c. ---a 2x4 6 12" c.c. ` STUDWALL -- // 10d 4" o•c. PERMIT TO PRACTICE IN OREGON HAS SHAPED BLOCK :x BLIGG BEEN TOO MARSHALLROBC TAKEN VALID NLYUNTIL OFFICIAL ACS KENON PPLICATION FOR OREGON REGISTRATION II_ I I I I I I I - - �- /� -- ATED 05/10/1999. _ c.c I I1- t / - - A35 s EA TRUSS • I1=1II \ � = / 1 _ &.C.G. PER -I�I- NAIL SHAPED FRAMING" � • 1@/64 --- I I-1 11= 2x8 TO ROOF � = D E T A � L� III—I AL0r1G SLOPE � _`j „ I@d �' SIMPSON H1 2'-0" c-.c L,�, IN - II=-111= W/ Irod a 8" o.c. ----- %1 BLKG GL 5 1% 4" o.c. 10'-0" CF BLDG CC.-)RNERS > �, w _.._-. -. • 11=I I ( 11' I� �- 1G�d 6 12" o.G. RIDGE: BM \\ a 4'-0" ELSEWHERE DETAIL " ROOF TRUSS TJI JOISTS - PER PLAN \ �\ • DOUBLE ROOF / PER 5/S4 _x8 TREATED 1 / �, ' �- ATTACH r 2 � '' I/- T r- IST FACE S� 54) _ - • RU55ES PER �� I SLOPED SIMPSON —, WOOD fE 5 TO .M(r, WALL PAGE CCETAIL PLAN -� i U414 HANGERS W; `�8" A.B.'s 's o c. GET4IL DRAWN ON PAD REIrdF 2x SHA'�FD BLOCK - _-/ PRO\/IDE BLKG I OCCURS PER 14'54 PER MPGR �21� EXTERIOR STAIR ON GRADE � �3 ON1` UJ,�LLS g 01/EWR,41''iING ;+►_ 5-t�-y9----- pR��TED ��r PERMIT SUBMITTAL w / \ / - RIDGE 'm CTR5EGM1 TENT /1�_' T U55 A Y 1 6 24-99 SITE PERMIT CO tRECTM 5C4LE 5WW00001 t-g3 SCALE : 3/4" = 1'-0" 5W500001 = I 2' 5MR0000I _ 3 SCALE 3/4" = i'-D" Sr'1lU@@@D1 .,3 , SCALE 3/4" " _ - _ 6-24-99 _ BUIIDINC_PERMIf CORRECTIO_N_5 PROVIDE BLKG d PROVIDE_ BLKG ROOF _1015T - �+TTACH :,�� LECGER TO _ - --- _ I TJI JOISTS CMU WALL W �'�" s A.B.'s CONT. STRAP � 8'-@" o.�� CONT. STRAP _a_S'-_@" o.c. I PER PLAN F- - - --- TJI ROOF JC I STS W/ F'E R PLAN � 2'- FOR LENGTH INDICATED ' ' FOR LENGTH INDICATED - -- - - ------- --- ---- G' O C NR DATE REVISION ON i�CGOF KE'T- PLAN 53 ON ROOF KE T- PLAN 53 BLKG PER I5T5 -- f2C'JF TRUSS IGd n, 4" a„ o c PRO /ICE 5A" PLI WOOD SIt"1=60N PER PLAN - �JCE' BLKG PLAT DIITf PLOT TI'If Icd & �" cc EC-GE N,41LiNG 8d c 2 > 8d w 2 1/Iia" c.c. - 435 E.S. 8d II �2> ad 1w 2 Oro" o.c. 10d 6 4" c�.c. r E5 / 10d a� I2" or- FIELD NAILING -__ _ STRAP STRAP TO ROOF 10d a 6" o.c. STRAP STRAP TO KQC�F / TO ROOF 1�2 " PLYWD i 1001C'd F,'' PERMIT SET - U36 ~ 2x BLKG max& BLKG T1 P ' - 5'MP5CN A35F Is / \ Slr'•'IF'SC 4 834 -' 32" o.c. I@d � � � - / � SIMPSON �a5 4 o.c. / -- SIMPSON H5 s EA JOIST SIMPSON H1 `.` PRO TIRU^cIGE EA - 6518 STRAP � I. p� �8 ��.8. g PER 15/55 - --� - BLGCs WORNERSF G U P Y R I G !I SIMFCCN RnC)F TRUSS 5/811 �` OF SE RXJCU4EHi5, THE UF/5 Y O OESICNS INGORPOR/QED NEITEIN AS Nr F 1R"NFN OF SERVIf,E. ME THE PROPERTY OF OLYMPIC ASSOCNICS CL'11PANr NO ARF hlt 10 fii �' 4'-@" o.G. l2 2x BLKS 3 '�'' o.c. � ' OR IN PWT WITHOUT WRITTEN MRIIOIIf1ATION Or OLYMPIC: ASS�'Wr, L_U :� ROOF TRI.ISS-- LSL STUD �TJI �► SIMS -- � �," rilN ` ELSEWHERE GL 3 e'' - EMBED ``--- ATTACH �2 > 2x8 TREATED ED SPIKED 9907� TJ 1 6 SIM - WALL T TE 6-2t-99 Scut VARIES t SIMFSC'N Hi WUGD fE'5 TO CMU WALL. OGE HER - SIMP50N L.35 S 5, 7" W/ Irod 6 (O" O.C. 1�P" O.G. --ARP JNB FER FLAN W/ 8" m A.B.'s � 3� o.c:. GLS 3'4 BM U --—- CHECKED S=6:''\ ENTfRY F MING � ri`� ROOF DLKG 4 ST AINCA is fROOLDLK.G 4 STRAFING ROOp JOIST 's CMIJ WA 20' OOF_ T U55/JC15T 5UPPORT 3 SCALE 3,14 = 1'-C" ?WR00010 X53 SCALE 3/4" _ 1'-0" 5MR00004 `g3 SCALE 3/4" = I'-@" SMW00003 3 SCALE 3/4" = 1'-0" 5MR00001 3 SCALE 3/4" = 1'-0" 5WSD00@2 nF99o79 s-4 PLOT sc T•=,• �m vlEw -- 11686 SW Pacific Hwy 19UP1999-00217 19 of 2] CTI LEGIBILITY STRIP 1 c^ 3 4 5 6 7 8 9 IO i o 12 13 14 i6 17 is 19 20 21 22 2q 4 25 26 27 2e 29 3C, s lm�.l�m zII1I{IIII.'III I'IIIIIII�IIII'I' If�II'� � �� II' VIII IIIIe'IIII�II I I'I I'IILII _ .1,k L4M1 1La. {.4A 1 ^R' :..I�LLAl1iJJ,IJ.l1l.LLl. J J.L[111.UJ.W.41A1J,�.4.LLI.l.1.43.7 ' I I I �I I ' I V I I I HONI yI OZ t�1�1�. i11�1�I1�1�J.�LII�l�l 1�11.U111�1)11111 IJP 1�111U�1t I�I�1 J��J�, t�l fly l�l�l�illJli�1�11 USW I� oz 1 4 ., - .. ...'•,lhCw-1nf11M-K7MI:' 'R:.Afe1:.SIPM!•weMNn1A'i1M M1f.'' 4 + _xW 4 `a i "i O 0 } JEr m END RAISED MEDIAN AT - EAST P/L r c F_ PER ODOT ACCESS PERMIT REQUIREMENTS, CONSTRUCT 18" WIDE RAISED CONCRETE MEDIAN PER NOTES AND DETAILS THIS SHEET. �JJ\ a E SAWCUT PAVEMENT `c. Z O P AT R/L RAMP. NEW w F \G`. pO ' S/W AS NEC. TO �- MATCH EXIST GRADE ( o \G cown o > LAJz Vw PROTECT 0 10 20 40 5 EXISTING- pGPp EXIST DOUBLE ,/ p 24" SD (feet) THIS QYELLOW c � r 22 SI TE �_ `1 STRIPE T - �. TC T, _BE GIN RAISED // % , 22p 220.2 MEDIAN AT v o CROSS-WALK CONTRACTOR T 'Y � O TC 2195 VICINITY MAP Z TAP EXIST 12„ DI 220 W/L & INSTALL NEW 1" SERVICE / 4 TO METER TO ,� w \ T.U.W.D. STDS \ 01 GRADE LANDSCAPING f1�NNv V' m o C� � mrn I ` TO DRAIN SURFACE Q 4p U Iz 0 K) AWAY FROM BUILDING \ jpl -• LT- ; C] U 0 PAD MOUNTED -TRANSFORMER N � � Q O CONTRACTOR TO COOP. W/ UTILITY COMPANY \' Q•`O OB TELEPHONE & GAS SERVICE CONTRACTOR TO COOP W/ l___� 218 ' UTILITY COMPANY APPROX. LOCATION \. � \ -. 1�� . OF 12 DI W L REMOVE EXIST CURB & D/W 16 \ O AND CONSTRUCT RIGHT-IN ONLY \\ \ ti ^ �►�4' lam\ D/W APPROACH TO ODOT STDS \ FG 21 'L� �D REMOVE EXIST D/W CURB CUT y \ \ 217.5 / AND CGI:STRUCT NEW CURB x d AND 7.5' S/W i w 06 s c z Ln4. x E M � \ • ' . � 212 �'` �..� �' a \ \ TW=TCP OF WALL ELEV (TYP) I \• B SEE WALL DETAIL FOR MIN � .gyp SOUTH BOUND NORTH BOUND o \ \ \ WALL BURY. 2p9 --- - _ - - -- - - --- TURN LANE \• TW TRAVEL LANE u� m \ 15 209.5 2p9 6" ROOF FOUNDATION DRAIN Z z r in PROPO.;ED` RETAINING WALL S= 29� MIN ° W) J CURB \ SEE SHEET 4 2p� SEE MECH SHTS FOR �8 I r v \ \ FOR DTL j 2 \ CONN TO BLDG DRAINS0 00 CB \ p6 6 ` R 204.20 u z N (/^J \ -•� 'L INV 201.75 C g" w" 15 o a V \ w V1 l.- G \ IN°' ND WALT_ 2p5� L_ min'� E. x? w N V X03.6 TW 207. w a u N F•,� ^ ' ,, \ \ " - rA d S=7.4%± 0 E 0 \ 0 G V. TW 5' MIN 2 co v � w \ 21 / SEPARATION ` 8" SD c o s' 'S' 3"� --,• EXIST DOUBLE 4" SOLID / -_ ; fir, \ \. _ o ci \�� p S-VARIES YELLOW STRIPE � � EXIST. SKIP STRIPE j � c �� ti , Lp'1- (MAINTAIN DRIVE 3 4"X9" n a V� \\ '• RETG 'L END WALL t 18 OF COVER S FEEL DOWELS WALL TW 205.0 OVER PIPE 6" INTO EXIST, \ C.B. Opti 4"0MH A.C. ® 36 0.C. Q TW � 3 \, ,\ 208.5 R 2?�1.0 � 200.5 (TYP) \ INV 198.5 04 INV 197.0 �1 \\ TC C.O. c� 201.5 2pp \ 8" SD ►- •-L=5'± F- Z S=0.5% w Q \ N N O O -� A r+ 1 10 SD w NOTES: S=0.5% in CB Ld F�199.4 �! 1. 18" WIDE MEDIAN SEGMENTS ARE TO BE \ \ • INV 197.1 ` R 198'6 10" OUTLET INTO CENTERED ON THE EXISTING 4" YELLOW STRIPES C� Q ,! INV 196.6 \, EXIST DITCH 2. MEDIAN TO BE CONSTRUCTED IN ONE POUR (MONOLITHIC) 0 z t ' 1 INV OUT 196.5 ON TOP OF EXISTING ASPHALT CONCRETE. - \ \ c� Q \ • 'fyl. "" a ' 3. EXISTING ASPHALT TO BE CLEANED AND FREE FROM ALL ~ (� DEBRIS, PAINT AND OILS PRIOR TO PLACEMENT OF CONCRETE. Of --- • L� G 4. ALL CONCRETE TO BE Fc - 3,300 psi. s •+- O O - 5. JOINT SPACING: t _-- _ _ 1_ � - �_�.�_ a. E 'PANSION JOINTS 50' SPACING � � -_ -0 // = r - _-_ _ - n S T - b. CONTRACTION JOINTS - 20' SPACING (MAX) Z TAP EXiST S.S. MAIN - Q c� Z & CONNECT NEW LATERAL --� --.- 6. FINISH SURFACE OF CONCRETE ISLANDS TO BE A STAMPED DESIGN. U 4 TO CiTY STDS. DESIGN AND TEXTURE TO BE APPROVED BY Cl-TY PRIOR TO INSTALLATION. U) Q ODo'T Q CONCRETEMEDIAN DETAIL ca 1 _ NOTE: NTS 1. ` CONTRACTOR TO VERIFY FINAL GRADES AT E YELLOW ISLAND MARKING O BACK OF PCC DRIVEWAY APRON PER FINAL ATLANTIC STREET DESIGN. SHEET OF 4 JOB NUMBER ' 1 2126. 100.0 11686 SW Pacific Hwy f31JP1999 00217 `r 20 of 23 C�' LEGIBILITY STRIP OTOS ;T 1 2 3 4 5 6 7 8 9 10 1 I 12 13 1�. 16 17 16 IB 20 21 22 23 24 25 26 27 2e 29 30 LI I I 01 J HONI / !OZ tA 'kp q 4 a.111�.1 �111.11.�1�J tlJaltl lll.lJ i IBJ�_�i�.l!�I I I�t 1t1�1t1 LTi 1 ►l l�J I�IJ�I�J t a l�; l 11a.1i 1 Il I.I��1� J.il►Lali��1►1i1 ��J L!tJ tJ iJ�1 iJ11�1 Ll J I II Oz � ' .. • i.,....F.:r•e»•cn+i.,"M^b*!.n'+iT-^--- r.-.e.ev.s •m,. B RIM L'.. 21b. Icy 216 11 r \a < fn ANGLE BOTH ENDS OF FILTER FABR+� GENERAL S NOTE / FENCE TO ASSURE SOIL IS TRAPPED 1 BURY BOTTOM OF FILTER FABRIC 6" EXIST. PUBLIC ROAD OR VERTICALLY BE OW FINISHED GRADE APPROVED ACCESS PVMT. 2 2"x2" FIR, PINE OR STEEL FENCE FC 3•/4 IP POST. 3 STITCHED LOOPS 10 BE INSTALLED UPHILL SIDE OF SLOPE. MAIdH( LE _ 4. COMPACT ALL AREAS OF FILTER R, EL �2'D — INTERLOCKED 2"x2" FABRIC TRENCH Zz IE IN 12",N W) 214.9' /" POSTS AND ATTACH. P / IE iN 12'',S'W) E', 3 8' i TOP VIEW ri E iJ 1250 `n IE I!� (��",N) �1 3.1' /�/ A21N R FIL3fi�W,DE ROR FALLS.MATERIAL FILTER FABRIC USE STITCHED LOOPS — U O ' ° MATERIAL OVER L x2" POSTS LrjUJI �' ,/ P IE OUT (24" SE) w 25' R MIN. 1 a T A X L C) T 1 6 O 0 3"-0" GRANULAR MATERIAL r ��--- R] x 12" MIN. DEPTH W r O, WIDTH DTH OF 6' MAX 0 10 20 _- 0 \ f-J \ �`ft7 PROPOSED STREET - SPACING — (feet) \ i / lf� (25' MINIMUM) ---- - � �'�,AL� <� FRONT VIEW SLUE VIEW A Lc T Y. / CUT BINDING WIRE/STRING p •7 I;I 11 0 I AFTER INSTALLATION IS z EX TRUDE�I COMPLETED 2 - 2"X2"X 3' PEGS 'r, — EP EACH BALE L�F E / CONSTRUCTION NOTES: - TOE OF SLOPE OR STOCKPILE, OR LOCATE ON SLOPE CONTOUR BALES 10 BUTT / I �-----CLIRB THE AREA OF THE ENTRANCE SHOULD BE CLEARED FOR USE AS FLOW DIVERTER TOGETHER / �� I OF ALL VEGETATION, ROOTS, AND OTHER OBJECT- IONABLE MATERIAL. THE GRAVEL SHALL BE FLO* LAJ J� 3 �.. • 1 STI IR 1 PLACED TO THE SPECIFIED DIMENSIONS. Q WOOD BUILDING MAaTENANCE: 4"-6" - - — a Ca J CD D I� ► '� THE ENTRANCE SHALL 9E MAINTAINED INA TR AW BALE PTI N N R ASPHALT R CONDITION WF11CH KALI. rREVENT TRACKING CY / \ ` OP FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. o a.R p (n w Y Q / 0 �,,'(.- �'� * MAY REQUIRE PERIODIC TOP DRESSING WITH STRAW BALE c xxxxx (xxxx / 7-INCH STONE AS CONDITIONS DEMAND, AND .VOTES; REPAIR AND/OR CLEANOUT OF ANY STRUCTURES (�� 1. EMBED BALES 4"-6" V R R USED TO TRAP SEDIMENT. ALL MATEP.IALS Z. DRIVE STAKES MIN. 12" INTO ANT FENCE 1 SPILLED, DROPPED, WASHED OR TRACKED FROM C,0NffrF (TION �`` VEHICLE ONTO ROADWAYS OR INTO STORM E GROUND SURFACE. QO� 4" CMP 3. DRIVE STAKES FLUSH TO TOP l.� .. -�� DRAINS MUST BE PCMOVED IMMEDIATELY. (NITS) OF BALES. R1 O P� ;E-2os,s4' � ) y _ WEST ENG. UB1IO� _ r4LSTFCII ENG. \ R, - R1 FP \ 2 S T; —J P 1 �c„ � ,fir OD B1 ? / C - CO Ckf CRETE \ q 7T41P R \ SEDIMENT FENCE INSTALL >, t _ ON P L OR IMMEDIATELY \ R1 \\ BEHIND PROPOSED S/W LOCATION. \ N TES o zz � ,o \ 1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR a o 0 R, TO ANY DISTURBANCE CAUSED BY CLEARING OR GRADING AND SHALL �� E R CONFORM TO CITY REQUIREMENTS AND TO THE STANDARD DETAILS Z o � a`no 0 ATTACHED TO THIS SET OF PLANS. NEWLY CONSTRUCTED OR MODIFIED-57 W a INLETS AND CATCH BASINS ARE TO BE PROTECTED IMMEDIATELY UPON S I 1� INSTALLATION. TEMPORARY SEEDING AND MULCHING OF FILL SLOPES AND V w ,� DIVERSION DIKES SHALL BE COMPLETED WITHIN ONE WEEK AFTER ROUGH w GRADING. DURING THE PERIOD FROM OCTOBER 1 TO APRIL 30, NO SOIL SHALL BE EXPOSED FOR MORE THAN TWO (2) DAYS. FROM MAY 1 TO SEPTEMBER 30, U Z L2 v OV s NO SOIL SHALL BE EXPOSED FOR MORE THAN SEVEN (7) DAYS. n = i a DEMOLITION LEGEND \ GRAVEL i 2. PROTECTION I W' `, I E IR-1 00 CONTRACTOR TO REMOVE AND A. PRIOR TO ANY SITE EXCAVATION, ALL STORM DRAINAGE INLETS SHALL DISPOSE OF OFF -SITE. �. ; \ BE PROTECTED TO PREVENT SEDIMENT FROM ENTERING THE STORM FRI, CONTRACTOR TO COORDINATE W/UTILITY � DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE�` rt DISTURBED AREA. C COMPANI' FOR ABANDONMENT OF EXT'G \ \ , v , a �1TIt.ITIES Sr PAY ALL COSTS. \` ` R 3. PROTECTION OF ADJACENT ROADS AND STREETS 00 � \\ \ M CONTRACTOR TO PROTECT. � ► l__Il A. AT ALL ACCESS POINTS ONTO THE SITE THAT ARE UTILIZED BY t \� •� �� CONSTRUCTION EQUIPMENT AND TRUCKS, PROVIDE A 12-INCH DEEP PAD OF CRUSHED ROCK FOR A DISTANCE OF 50 FEET INTO THE SITE. WIDTH Z \�. 1 J /" OF THE PAD SHALL BE 25 FEET MINIMUM. ALL TRUCKS L-AVING THE W �. .• , , _ A. ', CONSTRUCTION � � Q R1 ACCESS PAD SHALL EGRESS ACROSS THE PAD. ACCUMULATED SO;L SHALL BE _,J R1 –� PERIODICALL) REMOVED, OR ADDITIONAL ROCK SHALL BE PLACED Q DEMOLITION NO IES: _ �! UPON THE PAD SURFACE. ROCK SHALL BE CLEAN 4" TO 8" QUARRY � PWP 1—� -- �-•-, qN \ \ SPALLS. ALL MATERIALS SPILLED, DROPPED, WASHED OR TRACKED LLI _..l 1 q �"""''� FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE ►- 0 (.0NTRACTOR SHALL REMOVE A _L STRUCTURES, INCLUDING \ ,,,, , _ �� FOUNDATIONS, AND REMOVE ALL DEBRIS FROM THE SITE �r;iE \, ( P �� F%L 0,4 �,$ A*A qOL 1 f REMOVE( IMMEDIATELY. AS SHOWN ON THE PLANS. ALL DEBRIS SHALL BE DISPOSED I,' L.- �' �• +� L. 1.n ' ` � i" — `•F; F� L� ;IF IN CONFORMANCE WITH STATE AND LOCAL CODES. r 'J °",'.' 1 ", =d' 4. MAINTENANCE OF EROSION CONTROL FACILITIES 8" PJ&E} 19 .2 \ �. _— -- =-�_ – „ z CONTRACTOR SHALL DISCONNLCT, ABANDON OR PLUG ALL I` FFi� ';1,_BLIIL1 1 -- A. MAINTAIN AND REMOVE ALL EROSION CONTROLS AS SPECIFIED ON THIS r7 0 c^ S - \ LL1 \ \ ` A TL AN TA .ST y `'-- i ,� SHEET. THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED Q IITIIITIEC SERVING: THE EXT'G STRUCTURES, A� SHOWN, � _ IN CONFORMANCE WITH STATE AND LOCAL CODES ► ,1' (FUTURE) ____ FU 112" IP -�-� SEDIMENT FROM THE CATCH BASINS, UTILITY TRENCHES AND STORM � R SIA EL . W L \ �,.r�'� �'\ PIPES PRIOR TO ACCEPTANCE BY THE OWNER. F_ CONTRACTOR TO CONTACT AND COORDINATE WITH UTILITY' IE aJ j tGs .'09 X03.2 I \ \ / — --�- Z (IMPANIE.S FOR SERVICE DISCONNECTS AND PERMITS C 111;1° � " //� l y, B. INSPECTION OF EROSION CCNTROL MEASURES SHALL BE AFTER EACH O 3 CONTRACTOR SHALL KEEP ALL STREETS CLEAN OF MUD AND \ � ` RAINFALL EVENT THAT PRODUCES RUNOFF AND AT LEAST ONE TIME PER DEMOLITION DEBRIS. IF REQUIRED AND/OR NECESSARY, ` �� 1 \ MONTH. SHOULD SPECIFIED ERO`LION AND SEDIMENT CONTROL CONTRACTOR SHALL COVER ALL HAUL VEHICLES TO ENSURE 1 MEASURES FAIL OR PROVE TO BE INADEQUATE, INSTALLATION OF '� 0 cn _J NO DEBRIS FALLS FROM THE HAUL TRUCKS. \ ` I ADDITIONAL MEASURES SHALL EE TAKEN. (n O \ ISIS z Li 4 CONTRACTOR TO COORDINA"iE WITH CITY FOR DISCONNECTION �� - ...I r -r C. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL Q 5 OF STORM AND SANITARI SEWER AND WATER SERVICE E✓� 11:'111-INl. "" I " BE REMOVED WITHIN 30 DAYS AFTER SITE STABILIZATION IS ACHIEVED U CURRENTL) SERVING THE BUSINESS. _ O m CONTRA( TOR TO PAI ALL COSTS `5 MANHOLE ,`y� OR ARE NO LONGER NEEDED. TRAPPr SEDIMENT SHALL BE REMOVED N + ^ SS MANHOLE OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FRkjM U) '. CL -OL.�S' PIM EL 201.07' 1 1 REMOVAL SHALL BE PERMANENTLY STABILIZED. U 0 5 CONTRACTOR SHALL REMOVE/ABANDON ALL UNDERGROUND E '►J 18",N) 196.07' .E i8",W&SI 190 ' 0 1r a STORM, SANITARI & WATER FACILITIES WHICH INTERFERE 'E. JLIT ",E) 195,85 WITH PROPOSED IMPROVEMENTS ALL ABANDONED FACILITIES '� U T A X T Ld Ld i "o , r SHALL BE PLUGGED PER CIT'T SIDS. F PER AS--BI-IILT \ 1 , �� I'1 1 0 0 0 0 6 CONTRACTOR SHALL REMOVE ALL VEGETATION, SHRUBS, TRr_ES, \ 1 ; r' ' ' -- CB RIM EL 196.57' 1 SHEET ETC, ON--SITE & DISPOSE OF ROOTS AT ALL TREES SHALL BE 1 \1 IE IN (8",W) 192.6' ' EXCAVATED & REMOVAL AND HOLE FILLED W/ 3/4"-0" WELL \`� ` I 1 IE IN (12",N) 192.1' COMPACTED CRUSHED ROC►,. SEE GENERAL NOTES FOR �, j 1 IE OUT (12",5) 192.0' 2 COMPACTED REQUIREMENTS. NUMBER 11686 SW Pacific Hwy 2101 B'P'.9923Q217 64 2126.100.0 AA . LEGIBILITY STRIP 01110: I„ 2!IIIIii31IIIIl14u111nu511 ililnln171111 In�nn ulluu ull�ilj1111I�111jI1I�21111i ' r l I I 11111 Ilu Ir. CM 3 14 16 17 19 19 20 21 22 23 24 25 26 27 28 29 30 tA N ZI I I I I01 I'I'I'I'I. �� HONI • IOZ � � �l J uJ,Ill111111 U 1,W 1�lJ,l1 ,f 11141 J�1Ul 1�l�lll�l�J�LI I�L�L1111�1�1�(1�111�I1�1 11.L L�111 L�J�ll ljJ�1�11�111�I��L�l�lil111�11�.I 1�1I1�U1 it l�lU�lll11�1�1�.1�1�I.l.IJ 1 oe . .., •'"'""'+""w"'"!�"1.+^rri'� +wr..r,.rnv{a9{t4 •..ew•+n"�eis`�,anwo�^�r.ww..sa�"e,w,,.«,rme.ranv,..+..s.� ...,..-+...-SSSS w-..,„,,.,..,._...,,,•_._. .... ti r m , ,F NEPAL N(-)TES: 19 The Contractor shall locate and mark all existing property and street monuments 44. Warning Tape. Detectable or non-detectable acid and alkali resistant safety warning prior to construction. Any rnon,iments disturbed during construction of the project tape shall be provided along the full length of all ;unitary sewer and storm drain Contractor shall procure and conform to all construction permits required by the City shall be replaced by a Registered Land Surveyor at the Contractor's expense. service laterals and along all water, sanitary sewer and storm drain mainline segments (,f Tigard and 0DOT. not located under sidewalks or paved areas. Underground warning tape shall be 20. Contractor shall field verify location and depth of all existing utilities where new continuous the entire length of service laterals installed. The warning tape shall be ( ror tractor shall coor JInate and pay all costs associated with connecting tc existing facilities connect or cross. Contractor shall be responsible for exposing potential a minimum of 12-inches and a maximum of 18-inches below finish grade. water, Sanitary sewer and storm sewer facilities. utility conflicts for enough ahead of construction to make necessary grade Cmodifications without delaying the work. If grade modification is necessary, 45. No trenches in roads or driveways shall be left in an Dpen condition overnight. All o ontractor shall pr .)cure a right-of-ent;y permit from ODOT State Highway Division Contractor shall notify the Design Engineer Prior to construction. such trenches shall be closed before the end of en.Ci1 work day and normal traffic a for all work wither t the State right and conform to all conditions of the permit. flows restored. � Z 21. All existing facilities shall be maintained in-place by the Contractor unless otherwise v 4. Contractor shill provide all bon is and insurance required by public and/or private shown or directed. Contractor shall take all precautions .ececsory to support, U' o agencies having urisdictirn. o S g 1 maintain, or otherwise protect existing utilities and other 'acilities at all times during Water & Sanitary Sewer W construction. Contractor to leave existing facilities in an equal or better -than-original `,. All materials an,i workmanship for facilities in street right-of-woy or easements shall condition and to the satisfaction of the City Engineer. 46. City forces to operate all valves, including fire hydrants, or, exisl:ing public mains. conform to appr,-tving agencies' co-,struction specifications wherein each has juris- diction, including tut riot limited i,-) the City, ODOT and/or USA. 22. Utilities, or interfering portions of utilities, that are abandoned in place shall be 47. Water service pipe shall be Type K soft cooper tubing conforming to ASTM B-88. removed by the Contractor to the extent necessary to accomplish the work. The All service lines to be installed with a minimum .24 inch cover. Domestic backflow C. Unless otherwise approved by the Public Works Director, construction of all public Contractor shall plug the remaining exposed ends of abandoned utilities. prevention devices and vaults shall conform to requirements of public and/or private frac ilities shall be done between n: uu u.7, %nd 5. 00 p.m., Monday through Friday. agencies having jurisdiction. - 23. Contractor shall remove all existing signs, mailboxes, fences, landscaping, etc., as k� 7 The Contractor shall perform all work necessary to complete the project in required to ovoid damage during construction and replace them to Existing or better 48. Sanitary 'sewer pipe shall be PVC in onforrncince with ASTM D-3034, SDR 35. o accordance with the approved construction drawings including such incidentals as condition. may be necessary to rneet applicable agency requirements and provide a completed 49. Cleaning. Prior to mandrel testing, flush and clean all sewers, and remove all foreign project. GRADING, PAVING lir DRAINAGE: material from the mainlines and manholes. g z 8. Contractor to notify City, ODOT ar,d all utility cl-)mpanies a minimum +o t)usiness 24 Contractor to review soils report prepared by Redmond & Associates, and conform 50. Mandrei Testing. Contractor shall conduct deflection test of flexible sanitary sewer- hours (2 business days) prior to start of construction, and comply with all other to all recommendations listed in the report. pipes by pu!lirl an approved mandrel through the completed 9 PP g p pipe line following requirements of ORS X57.541 to 757.571. trench compaction. The diameter of the mandrel shall be 95% of the initial pipe 25. The Contractor shall be responsible for managing construction activities to insure diameter. ' days shall be conducted not more than 30 da s after the trench backfilling 9 Any inspection by the City, ODOT or other nri-ocies shall not, in any way, relieve that public streets and right-of-ways are kept clean of mud, dust or debris. Dust and compaction has been completed. Q the Contractor from any obligation to perform the wo-, in strict compliance with the abatement shall be maintained by adequate watering of the site by the Contractor. V) 0 _J m Storm Sewer a v appli ,oble nodes and agency requirements. rV 26. Unless otherwise noted, all grading, rocking and paving to conform to OSHD Cr z z o �' 10. Contra-tor shall erect and rnaintain barricades, warning signs, traffic cones per City, Standard Specificrations, 1991 edition. 51. Storm sewer pipe materials to conform to the construction drawings and City T_ � o a U o and ODOT requirements in accordam e with the MUTCD (including Oregon amend- requirements. Jointed 'iDPE pipe shall not be used for slopes exceeding ten percent menti). Access to driveways shill ;e maintained at all times. All traffic control 27• Strip work limits, removing all organic matter which cannot be corrlpacted into a (10%). measures shall be ars roved and in race construction Activit stable moss. All trees, biose and debris associa+ed with clearing, stripping or girding p p prior to any con, y. shall be removed and disposed of off-site. 52. Catch basins and junction boxes shall be set square with buildings or with the edge 9 11 Record Drawings. The Contractor shall mai'itain one complete set of approved of the parking lot wherein they lie. Storm drain inlet structures and paving shall be drawings on the construction site at all times whereon he will record any approved �8. Immediately following stripping operations, compact subgrade to 95% of the adjusted so water flows into the structure without ponding water . devicitions in construction from the approved drawings, as well as the locations and maximum dry density per AASHTO T-180 test method (Modified Proctor). depths of all er.i3ting utilities encountered. These field record drawings shall be kept Subgrade must be inspected and approved by the Owner's Representative prior to 53. Unless otherwise approved by the Engineer, all storm drain connections shall be by up t�) data (it .;II times and shall be available for inspection upon - equest. Failure placing embankments, engineered fills or fine grading for base rock. manufactured tees or saddles. to conform to this requirement may result in relay in payment and/or final acceptance of the project 29. All fills shill be engineered except for fills less than 18-inches in depth which are 54. Unless otherwise noted or shown, storm sewer pipe materials with watertight joints located outside the public right-of-way, building pads, parking lots or other areas to shall conform to the fable below. Contractor shall use uniform pipe material on each i .' Upon completion of construction of public. facilitie3, Contractor shall submit a clean be improved. Engineered fills shall be constructed ir, 6" lifts over approved subgrade. pipe run between structures unless otherwise directed or approved. set ,t field record drawings containing all as-built information to the Design Each lift shall be compacted to 95% of the maximum dry density per AASHTO T- Engineer fir use in the preparation of As-Built drawings for submittal to the City. 180 test method (Modified Proctor). r r All information shown on the Contractor's field record drawings shall be subject to W iii verification b' the Engineer If significant errors or deviations are noted b� + I �' 9 � y the 30. Crushed rock shall conform to the requirements of Section 0630 (Base Aggregate) � � Engineer, an as-built survey prepared and stamped by a registered professional Land OSHD Standard Sec ifications. Compact to 95% of the maximum dry density per Cover Depth 8 - 18 Diameter Surveyor shall be completed at the Contractor's expense. AASHTO T-180 .est method (Modified Proctor). Written compaction test results �m ' Craver gasket. joints and rubber Class 52 ductile iron pipe i e with bell and spigot ' from on independent testing Laboratory must be received by the Owner prior to Less than 1.5 13, The Contractor shall submit a sl,itable maintenance taond prior to final payment placing AC pavement. .5' where required by public and/or private agencies having jurisdiction. ' to 2.5' Cover Pipe specified for lesser cover dept:i -or (14 - 1.5 o 31. A.C. Pavement shall conform to section 00745 (Asphalt Concrete Pavement) OSHD (_;K fn '1,- 14, Elevations shown on the drawings are based on City of Tiqard Benchmark #36, Stondard Speci`,cations for standard duty mix. A.C. Pavenr,ent shall be compacted Class 3, ASTM C-14 non-reinforced concrete pipe with bell and, 7z consisting of a brass disk set in the concrete curb located on the Northeast corner to a minimum of 91% of maximum density as determined by +he Ric% standard d + spigot joints and rubber gaskets, ASTM 150 Type II cement. Va E ;' I of SW 78th and F'faffle Street, Elevation 229.75 method. Written compaction teat results from an independent te.3ting lea ,,rotory _ _ z must be received by the Owner prior to final payment. xz 2.5' to 15' Cover Pipe specified for lesser cover depths -or- WL � c 1 ', See architectural drawings for site lighting, site dimensioning and continuation of all �� ^ v t utilities. 32. Unless otherwise shown on the drawings, straight grades shall be run between all PVC pipe conforming to ASTM D-3034 SDR 35 (8' -15") or ASTM finish grade elevot -)n;; and/or finish contour lines shown. z3 TESTIN[, AND INSPECTION: F-679 (18 ') with bell and spigot joints and rubber gaskets -or- WZr 3a. All existing or constructed manh,,)les, cleanouts, monuments, gas valves, water valves W 16. The Contractor shall be responsible to ensure that all required or necessary and similar structures shall be. adjusted to match finish grade of the pavement, I HDPE (high density polyethlene) pipe conforming to AASHTO F. e inspections are completed by authorized inspectors prior to proceeding with sidewalk, landscaped area or median strip wherein they lie. M-252 (8"-10") or AASHTO M-294, Type S (12"-18 ) with subsequent work which covers or that is dependent on the work to be inspected. pressure testable fittings and 0-ring gaskets conforming to ASTM E F-1336 and - respectively,ASTM F477 ' w Failure to obtain necessary Inspection(s) and approval(s) shall result in the 34. Unless otherwise shown on the drawings, no cut or fill slopes shall be constructed Contractor being fully responsible for all probler,,s arising from uninspected work. steeper than 2H: 1 V. -except- HDPE (high density polyethlene) pipe not permitted for � o depth to invert greater than 8 feet. 1 Unless otherwise specified, the following table outlines the minimum testing schedule 35. All planter areas shall be backfilled with approved tap soil minimum 8" thick. for the project. This testing schedule is riot complete, and does not relieve the Stripping materials shall not be used for planter backfill. + a Contractor of the, responsibility of obtaining all necessary inspections for all work performed, regardless of who is responsit,le for payment. 55. Contractor shall designute the pipe material actually installed on the field record _- Curbs & Sidewalks drawings and provide this information to the engineer for as-built drawings. 3 °arty Responsible for payment 36. Unless otherwise shu vn or inaicated on the drawings, 6-inches nominal curb 56. Unless otherwise shown or directed, install storm sewer pipe in accordance with w [Required Testing and Frequency _ exposure used for design of all parking lot and street grades. manufacturers installation guidelines. Contractor �` Others Q (see note 1) 37. Sidewalks shall be a minimum of 4-inches thick. Commercial use driveway 5.7. Cleaning. Prior to mandrei testing or final acceptance, flush and clean all storn-) twn Parking Lots, Pads, Fills, etc. approaches shall be minimum 8--inches thick. All sidewclks and driveways shall be drains, and remove all foreign material from the mainlines, manholes and catch �► constructed usinq 3300 psi concrete. basins. ' ,hgrade 1 Test/ 000 S.F./Lift (2 min) See note 2 58. anreesting. Contractor shall conduct deflection test of flexible storm sewer 0J PIPED UTILITIES: Mandrel Tf & note 3 ---- -- - - -.__ pipes by pulling an approved mandrel through the c,mpl,-ted pipe line following See note 2 38. All tapping of existing municipal sanitary sewer, storm drain mains, and manholes trench compaction. 'The diameter of the mandrel shall be 95% of the initial pipe � f�aser,� N 1 lest/2000 S.F./lift (2 min) J & note 3 must be done by City 'arras. diameter. Test shall be conducted not more than 30 days after the trench backfilling --- and compaction has been completed. 0 (10 Asphclt 1 Test/2000 S.F./Lift ( 39. Unless otherwise noted, materials and workimunshi y for water, sanitary sewer and F 2 mir,� -- See note 2 - - st.orro sewer shall conform to Uniform Plumbing Cade Specifications. PRIVATE UTILITIES G _Piped Utilities, All _- 40. Bedding and Backfill. All pipes shall be bedded with minimum 6-inches of 3/4" 59. Unless otherwise shown on the drawings or approved by jurisdiction having authority, Z Trench Backes fill 1 Test/100 Foot Trench/ (Lift 2 min) minus crushed rock bedding and backfilled with compacted 3/4" minus crushed rock all new private utilities (power, cable TV, telephone & gas) shall be installed II -- - J See note 2 I in the pipe zone (crushed rock shall extend a minimum of 12-inches over the to of underground. Installation of private utilities in a common trench with water, sanitary v' P 9 P y w o tiie pipe in all (,ases). Crushed rock trench hackfill shall be used under all improved sewer or storm sewer is prohibited. Q Z c� Note 1 C►thers" refers to Owner, Engineer or Approving Agency as applicable. Contractor area3, including sidewalks. � responsiule fornO scheduling testing. All testing must be completed prior to perfo -nin9 60. Contractor shall coordinate with power, telephore. and cable TV company for 0 subsequent work 41. Contactor shall arrange to abandon existing sewer and water services not scheduled location of t 9 9 poles, vaults, pedestals, etc. All above-grade facilities shall be placed in c= C, Note 2 Testing must be performed by an approved independent testing laboratory. to -emain in service in accordance with approving agency requirements. a location outside the proposed sidewalk, building or pavement location.`- - 42. All piped utilities abandoned in place shall have all openings closed with concrete 61. Power, telephone and TV trenching and conduits shall be installed per utility u• EXISTI plugs with a minimum length equal to 2 times the diameter of the abandoned pipe, company requirements with pull wire. Contractor shall verify with utility company G UTILITIES & FACILITIES: anonefor siz i and type of conduit prior to construction. All changes in direction of utility p 43. Tracer Wire. All non-metallic water, sanitary and storm sewer piping shall have an conduit runs shall have long radius steel bends. The location (Ind descriptions of existing utilities shown on the drawings are compiled electrically conductive insulated 12 gauge copper tracer wire the full- length of the SHEET from available records and/or field surveys The engineer or utility companies do installed pipe using blue wire for water and green for storm and sanitary piping. 02. Contractor shall notify and coordinate with private utilities for relocation of power not guarantee the accuracy or the completeness of such records. Contractor shall Tracer wire shall be extended up into all valve boxes, manholes clean outs and catch poles, vaults, etc.? A field verify locations of all existi.Ig utilities prior to construction. basins. _ oF `t' JOB NUMBER 11686 SW Pacific Hwy iv, BUP1999.00217 2126.100.022 of 43 !1t' i Cf11 "" ilulllllllllllll' 'illlllllllilil' lilll'i Ill il! iii LEGIBILITY STRIP O 2 3 4 i Omm.i Cm 5 6 7 8 9 10 11 12 13 14 18 17 (8 19 20 21 22 23 24 25 26 27 29 29 30 Z I I I I 01 J V I HOW • I OZ -� � 1w�.l�.li�.�l�.1.t��1.�J.IJ.�1,tJ�la.l�I�l�.l�uU�11�i.tl.�.I.tJ.�.l��il�.t.�Waldill.1.�l�ti.11►�.l�.ll,ll!�U.llwU1�J,;1�.1.I.L.�.1�.1t.�.11.X11,.1�.la.U.1.I.1�.1.�1��a.l�.JlllaaJ�Ja.l.tl�.lt��.l.t � �!�.�1.1.I.l�ll�.�l.i.,'.,J.�,l.t.l.l.l�l.�.1��Z M�"+!"MMMo+'"""fG'k"!TMMs!!!ww1M/!*aMe!v✓w�rMMwM'fP71MM""s.m!�Mlhae.+..,..,01.,.«n.+�wnwr•...rn..+r.,.r�l1.,v.-,.., jTJ?+NNR.7#. K.91q. _ uVMF! .. 40011 IN.. ,. .. 6MMMMM'MM/41 E r m r -- 1" LIP-. -` /NOTE- SIGN WORDING TO I 2% MIN _ CONFORM TO CURRENT STATE STDS. PARKING WITH D.M.V. SECTION A— A DISABLED PERMIT ONLY ✓ VAN ACCESSIBLE I rPE C CURB - VIOLATORS SUBJECT TO -me— SIGNS IGN SIGN TOWING UNDER / ORS 06.520 AND FINE / C) -6" CURB EXPOSURE (TYP) LLSX81-1 TO XXX :DER �_ - �_ a z .sis � � < SIDEWALK '�- A '.:SSIBLE RO TE —•- �� o GUTTER PAN \\ 2% VAN-ACCESSIBLE N 0 w - DEPRESSED CURB `I _�% vilN. - -Y-,�- �� 6' a 5 „ FOR DRIVEWAY TYP A DROP c� — - I E D 0 (3/4" LIP,MAX) CURB & GLITTER- ' =_1- Z SIGN t I c o _ _ ,/?' k PCC CONCRETE a APRON. SECTION B — Ej ~� 1 � I PAVEMENT SEE NOTES CURB RAMP - W/ DETECTABLE / I I / / 30' TYP. - - CONTRACTION 2% MIN. WARNING. � / JOINT DEPRESSED CURB FOR 4" HANDICAP RAMP A c r LiJ °' U I ACCESS - _- 4" PAINTED o -- (NO LIP) F- s AISLE STRIPES z 0 Q U � F- D Z /� � 3" MIN. THICKNESS, z -� 9.0 COMPACTED GRANULAR a B BASEROCK �- / w TYPE_ 'l •/ CURB `r - PRIVATE CURBS (TYP) / I < mIU ,. / U r � 1 J , _ U _j (PRIVIATE) .� ___ __ __ I C nIw HANDICAP RAMP (Typ) - � _VAN-ACCESSIBLE- ,� 25' CURBLIPdE RADIUS I �\ DOUBLF ACCESSIBLE PARKING ,SPACE \ SIDEWALK 1. ONE ACCESSIBLE PARKING SPACE MUST BE DESIGNATED "VAN-ACCESSIBLE", THE OTHFR SPACE CAN BE EITHER "VAN--ACCESSIBLE" OR STANDARD r • : , I;r nrlrNATES 11 P-#99 2126.000.0 PARKING SPACE. 1 I 2126.000.0 1 AI I (.ON( kl II ,HAll Hl 5000 PSI ® 28 DAY': 2. VAN-ACCESSIBLE SPACE SHALL HAVE AN ADDITIONAL 1. CONCRETE APRON 1'0 HAVE A MINIMUM COMMERCIAL ADDITIONAL SIGN (OR20--6D) MOUNTED BELOW THE TYPE 'C' CURB THICKNESS OF 8" CLASS 3300 REINFORCED PCC. DRIVEWAY APPROACH STANDARD PARKING SPACE PARKING SIGN (OR2.0-6B). DOUBLE ACCESSIBLE PRIVATE 3. VAN-ACCESSIBLE SPACE CAN BE USED BY ANY PARKING SPACE VEHICLE WITH A DMV DISABLED PERMIT. NT,, IN1, ) zN 1,,) m CL c 4. MAXIMUM 2% CROSS SLOPE ALLOWED IN PARKING , U2110 WESTEI.H ENG. U2160 SPACE OR ACCESS AISLE. d�Z , wESTECH ENI:,. J2370 I ''�� N M O, zZ pn 4 Q' (-;OMPAC iIUN: CLASS I - 92% OPTIMUM PER AASH TO T-180 CAST--INPLACE � ' - � , � __._.____-.__ __ 7 CLASS III - 85% OPTIMUM PER AASHTO T-180 REINFORCED CONCRETE �—INVERT ELEVATIONS ;Q -�--- - SUPPORT COLLAR ' PER DRAWINGS HANDRAIL TO I wcn R "� x �_ A CURRENT U.B.C. a W a r Z , SURFACE RESTORATION - � 4 3 ti t 1 WELDED METAL TRAP c0 N 00 W/HINGED CLEANOUTv,- • ., LIDID d UZ W 3„ W J 0 r4 a INSTALL SLEEVES FOR W$ n 1 CLASS I� CLASS III �� - PLACEMENT OF HANDRAI. �" �, i E COMPACTED NATIVEAVATED MATERIAL < Y � I _ 2'-0" SQ._ \ � 8" .SAX � � � W UNDERGROUND u [ °I l GRANULAR - I — - - PLAN SLOPE SHELVES #4 0 18"___ REBAF CLEARANCES: III " WARNING 1 AP[ 1:12 TO DRAIN W (WA 1E R. 5E WE R. SI 0E2M) 0 c 3" TO SIDES & B(jTTOM OF FTG. MAX O.C. BACKFILL C) m --r-- 2" TO TOP OF' FOOTING AND LL n 2_-4" 5Q' I " ?h" STANDARD MANHOLE -�# SET FRAME IN +{ BACK OF WALL S t " ^ NON-SHRINK -- FRAML AND COVER. 1 CRATE: WELDED STEEL DROP'--IN ° ^ a n" GROUT -- (16--HOLE LIG) I / - 2 ' MIN EIAR GRATE (ASTM A 16). j cv - 12 CER. Q END BARS: 1/2" X 2" PVMT. _ _ BARS 'A' WITH HOOK ® BOTTOM CROSS LIARS 1/2" X 2" ® 2" 0.C. PLAN VIEW #4 REBAR y �^ i�� HOOK LENGTH ='TOE' + 3" � - -- 12" MIN. ABOVE BIKE STRAPS: 1/8" X 1" (2 REQ'P) CONTINUOUS Ld u OUTSIDE OF --- - 16,000 LB. UNIFORM LOAD CAr'A�".i l Y _ ---GRADE RINGS a " PERFORATED DRAIN PIPE 4 N j, I ��y �.,•, r'' PIPE BELL 4" DRAIN AT (VARIABLE) ao / WRAPPED W/ FILTER FABRIC q _. .:�� GRATE DETAIL RIM ELEV. PVMT. F NIAX. SueGRADE— HARD PIPE 'I'0 STORM SEWER �I CIL o J � \ . �` ----- 24" DIA. CONC. X CO BARS ( ) a � ,. • • ., ,• �`' X CON T. - , SAWCUT OR T & G PIPE IICLEAN DRAIN ROCK v 'Q ` TRACER NOIRE � FERNCO CORE DRILL (C--76,RI_INF., It > (<5% BY WEIGHT PASSING a: �rY t MIN OUTSIDE DIA. 6" MIN. COUPLER ALL PIPE P CLASS IV) o N0. 200 SIEVE HARD PIPE r7 --- MAY 12 MAX W/GASKET z - AS REQ'D. TAPS > TO STORM SEWER) p 6"Mirk. o c7 <J 6„ - v 3"MIN. v �'� #4 ® 18" v a.M I 11 4" LIP w a 2' MAX O.C. < (n Ii m ' ICY' - 1 /2' TYP. 4"MIN. a a r. a v P. Q co \_ INVERT 3 .{ z _ - _J OOT 6" MIN BEDDING - r 3" CLEAR > -- ELEV. r �n - -- -- F- -_ BELOW PIPE � �-- � TYP. � - - \—#4 18" Q 7 / CE � WELDED METAL TRAP _ - I- 12" _ W/HINGED CLEANOUT �— — TOE B" HEEL = Q •F-- o LID o *KEY=12" H>7' __ 2'_,000 SQ. _ GROUT ALL JOINTS KEY=6" h>6'<1' NOTES: < r- ° WATERTIGHT - W---- _-_--- - 1. 3" CLEAR SIDES & BOTTOM I J CONCRETE COLLAR 6' MINIMUM / OF FOOTING & KEY. ",�« � �''�, COMPACTEG 24 MIN. ' :��'�..',. , �- : � - RETAINING WALL < ' � TRENCH f TION, ASRTION u GRANULAR 6" THICK (MIN) CONCRETE 2. CONCRETE DIMENSIONS VAF Y 5 STABILIZATION, AS REQUIRED -- — -- BEDDING-- --" 3000 PSI BASE f�] ] j LINEARLY E?ETWEEN HEIGHTS 0 CONSTRUCT BASIN OF WELDED 4" COMPACTED GRANULAR STABLE ____ " " " SHOWN (EXCEPT "KEY" v) 1/4" STEEL. COAT ALL SURFACE; BACKFILL SUBGRAOE - H FT. W" TOE HEEL BARS A )' <t NO WITH ASPHALTIC PAINT. _ -al, •N �:.�. 1 8'-0" 4'-8" 2'-4" l'-8,. -#4@9" MARCH 1999 2126.000.0 SECTION A—A M�f1 I, ;.1�6.c�oo.o I1' --- a- 1. CLASS I RE�Q'D. UNDER ALL EXIST. OR FUTURE 1. SEE CONS(RUCTION DRAWINGS FOR PIPE SIZE, 7'-0' 4'-2" 1'-i0" 1'-8" #4®13.5" IMPROVED AREAS INCLUDING SIDEWALKS. TRENCH 3ACKFILL, LOCATION AND INVERT ELEVATION. -_ - — 1 PRIVATE PARKING LOT < 6'-0" 3'-8" l'-4" l'-8" #4®18" Cl 2. OUTLET: SIZE AS RtQ'U. FOR INDICATED PIPE SIZE. CATCH BASIN O E. I —" WNERf. NEW PIPING IS IN SAME ALIGNMENT AS __-. EXISTING PIPING, THE PIPF EMBEDMENT SI IALL �� 3. FOR JUNCTION BOX, REPLACE GR�;TE WITH 3/4" 1. MAXIMUM Plf'F NUMBER & DIAMETERS AS FOLLOWS: 24' DIA. STORM MANHOI-E < 5 --0" 3'-0" l'-0" l'--4" #4018" RETAINING WALL EXTEND TO A MIN. OF 6' BELOW THE NEW - PE ZONE STEEL PLATE. DRILL ONE, 1" LIFTING HO!_E, (LYNCH STYLE) 12" DIAMETER OR LESS - 4 MAXIMUM. - - A < 4'-0" 2'-4" 0'--8" V-0" #4®18" SHEET PIPING OR 6" BELOW EXISTING PIPING, WHICHEVER CENTERED IN ONE END OF THE PLATE. WELD NTS 15" DIAMETER - 2 MAXIMUM. (NIS) - - L---- AI_I. OTHER CONFIGURATIONS REQUIRE STANDARD MANHOLE. < 3'-0� l'-10" 0'-6" 0'-8" #4918" �1. IS DEEPER. SHIMS TO RIM AS REQUIRED TO RAISE PLATE TO , .: ___ ',TF !'I+ �N , - U3010 RIM ELEVATION. WESTECH ENG. U:'.160 - WESTECH ENG. U3500� < 2'--0" l'-4" 0'-4" 0'-�." #4®18" �- U OF JOB NUMBER 11686 SW Pacific Hwy fjUP1999-00217 ^126.100.0^h•1 00.0 23 01 21 L I LV C IT' LEGIBILiIY STRIP O I 2 3 4 56 7 Omm.i�m 8 9 10 1 1 12 13 14 16 17 19 19 210 21 22 23 24 25 26 27 28 29 30 I z1 01 1w,1>.11lal .1tJ �1.�1�lalua1��1111 Ll�.1ll iI1Jaloll l�II.111 �1 J>1��1 1�1�I.,�i1�AL1 ILILll . 11 4I1 I I fll I HSNI,a Boz ITIIjIll�.la .J Lll.lLl�.l�l�l�l.l.� L�.I�I„I.1.U.�.11 Ll1 I I.III_l11 l,�lJ�I li.0 x.111 I��.l1,i, .�I� �lil�►.,.1a111.��.1,�I� w "MOO r ... i.aq.- ..�'.r.t?#-'"7*!Ydl!ti't`-�e!1,�tr+x!^i!•.�X,wr�m•.:...,-..-r,r..r!ar..— . •�p�.a�p a_ .nwrnt+nsau t..... .a..�.s .�n.� ..� .",q„`a'P!,/HC:p•!P"....�", 1 ri v.