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7800 SW DURHAM ROAD-6 I NLI- and Construction Services Inc. 9025 S.W. Center Street ' P 0. Boz 23784 Tigard, Oregun 97223 �- (503) 620-2086 Rhone: FAX: (503) 684-3636 _ - 71 - -- - 1�CQ`�.• -v ter,• p �-r [Fp�� l �. REVSIONS / SUBMITTALS 4-15-9S BID SET N ,--CA.' ENGINEERING, INC. D,4✓,D r^E'ZGER 9025 S.W. CENTER 87. P.O. 30x 275 TrGAR,7. OREGON 97123 � SHERWOOD, OREGON' t'5C3) 620-2086 �. CONTACT : � �, 4N�JREWS VICINITY MAP TABLE OF-CONTENTS 0,0 GENERAL INFORMATION Ii ADDRE56: 7WO S.W. DURHAM ROAD 0.1 COVER 5"EET I TIGARD, OR 97223 0.2 CODE INVOWATION CoRREN7 ZONING: IP PLANNED INDUSTRIAL 03 NOT E5 AND SPECIFICATIONS LEGAL 0E3CR/=-ON: TAX MAP: 2b•' 1138H 0.4 NOTES AND SPECIFICATIONS i rAX LOT: 200 PROJECT: vuRRENT USE: VACANT 1.07 CIO ?ITE INFORMGTION PROPOSED Loi6. LEASE SPACI: / OFFICE, p C1.1 SITE pEVELOPI"'ENT VETZGER WAREHOUSE, MANUFACTURING > C1.2 SITE DETAIL PLAN CI.3 GRADINGPLAN C1.4 FACILITIES PLAN BUILDING � C1.5 LANDSCAPE PLAN OOM � z Q Q C1.6 EROSION CONTROL PLAN 7800 S.W. DURHAM ROAD r C.1 S1TE DETAILS I TIGARD, OREGON 97223 SITE DETAILS i 817E AREA: b5j3b 5.F. BUILDING AREA: 21,000 8F 2.0 BUILDING PLANS _ CLIENT: IbITE � ^ � I ASP"4L7 PA✓ING: 29,926 5F TICsARD HIGH 2.I FLOOR PLAN SCHOOL I 2.2 FOUNDATION / 8LA15 PL-AN DAVID��D LANDBGAPrNG: 14,410 S.F. �F,�/ 2.4 ROOF P2.3 ROOF R�.MING PLAN METZGER PACING. 61 707AL UNIFIED 0 G` gtANDA '" 3Pi:+c:;E�+: 46 SEWERAGE � Ft,CILITY P.O. BOX 275 STANPARD SPACES 13 ,��_.-�� 4T1 ,�7 ADA (F4C% .SPACE a ? BIC•T"CL`' PAW/tWil ? DURHAM SHERWOO OREGON 4 3.1 ELEVATIONS MZ AT fib'� u Dote: � -1- a.m sECTiOrvg — ClI V OF 11GARD Scale: -- I MA-DING CODE: '99Q 4.1 BUILDING SECTIONS Approved............................................ [ -.. Drawn b ,1DA YPprover� 4.2 WALL SECTIONS Conditional) A y ..........................( ): l3tJrLGING - rC(ONE ��c � ( 43 WALL SECTIONS For only the work as described in: Checked by: PRT PERMIT NO. :Fat t9 t ` Job No.: 970522 CONSTRUCTION TYPE.: TII-T-UP CONCRETE r'ANEL,5 See Letter to: FolIDW............. �.© DETAILS ............................... 1� Drawing No.: C0�'ERP 1 .T.- --- - -- Attach............. _ OGCJP4NCrt ® - FI --- 3! DE L5 Job Address: �#pp •gam TA, Gc '3TRUGTrON, rrpE v-N 5.2 DETAILS S.3 DETAILS � •w♦a♦• '♦�a♦' '♦ra QQ� ANCY �ll • r rr•♦• a r T IE NEW SPECULATIVE BUILDING SHELL IS VNE, 6.1 PANEL ELEVATIONS '• • CONCRETE TILT-UP CONCRETE STRUCTURE. 6.2 PANEL ELEVATIONS rw«w I 6.3 PANEL ELEVATIONS i TENNAr�T f�ERMITS WILL FSE SUBMITTED FOR +•a..a ", •• INTERIOR IMPROVEMENTS. a w w a a a a«R r I •� a a • w • Y• w •ww♦ • w aa.0«w PERMIT BET COVER SHEET SITE IMPROVEMENTS SHEET ter`c. __,_. ____________-•-- -__-_-- BUILDING SHELL. 001 7RI►0 SW D1'1tIIAM po I of 26 ti If this notice 11)pelu-s CICAmr 111:111 0W JINN 0 Z 2000 doctiment, the document is of 111:uginal qu:1li1Y- illlc:i'01,111 cd ` N{� �� ; � 1 I! � l ; i I I i ( III I'�i!•! � IFI I I I (�; I I �I�i� r ;j I , � I ;� II' , i;l :li�;l;l ii�Illlll�ll ;' I lllllisl�illl, l� IIIII�IIIIIiI I , IIII;I�� I�II�I • T11 it Illlilllllffllt Illill � l I11�! R� , lII, 1 ► i1 i . 1 t INOM MADE IN CH INA L_ loll (i I Ilii 1� 1 1 11 I Viii 1 !,'$h IlU tl t 1111 1 !111!IIII'Ulill I,.iilllt�'"i'I iililitltl=1111!..iiii1i1111..... ;;liiiiliiilllillllill lliitr I ,�III�III'I , . fl.l�lLtit!#,i1i tntltii�Hnilii�i I!•.lii,.11!llltii.....l�lll! iill4.11llilll{Illi{.,...,1,..• ..4n►,I• . I,.: ! t. ., I t -dnu{Hw•1iF'nn•�>r..?a4, .:wavv::i F �..,u rt.•a.. r y-y..,� ..yb ... a.rl u.- sr a a:+.s�z�yfr�f sANro-4�....tg.w ..,�u ,..., - . 1 I _ . I and Construction Services Inc. 9025 S.W. Center Street ' P.O, Box 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 - --- - - - - - — FAX: (50 3) 684-3636 91 4CCE551BILIT* NOTES -----,4CCE551BLE ROUTE TO `�'��` -�-.`.• ! Ate.- AFFECTED PORTIONS OF THE BU!LDIII4(s AND SITE 51-4ALL BE BuILDI►vG FROM PUBLIC CONSTRUCTED IN ACCORDANCEW/ C+-4AP7ER li 0-- T14E 0.8.5.0. 1 �p WA`r SEE ACCESSIBILITY NOTES ON SHEET C.2 .. CONTROLS AND 14AR.7WARE: HANDLES, PULLS, LATCHES LOCK5 AND OTHER c:PERATING I N DEVICES ON DOORS, WINDOWS, CABINETS, PLUMBING FIxTURE5 AND 5TORAGE FACILITIES SHALL µAVE LEVER I \� OR OVER 5r-+APE PERMITTING OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT GRASPING, ' you PINGING OR TWISTING TO OPERA E. + T1-IE 14IG"E5T OPERABLE PART OF EN•,/IRONMENT ANC OTHER 1 DISABLED PARKINGj� ' CONTROL, DISPENSERS, RECEPTACLES AND OT►-iER SPACES. SEE 3/C:2 I OPERABLE EQUIPMENT 5".ALL BE WITHIN AT LEAST ONE OF , THE REAG" RANGES SPECIFIED IN SECTION 3109(b), AND NOT 28'413/4" 4 1.E55 THAN 36 INCHES ABOVE THE FLOOR, EXCEPT THAT ELECTRICAL AND COMMUNICATIONS SYSTEMS RECEF'TAC;�ES ON WALLS --- ' { REVISIONS: Sr»ALL BE MOUNTED NO LESS THAN 15" ABOVE THE FLOOR. LLAN C>3RD R^"' - fYP. 29'-I /8SEE 5/C.I A A I U 5 E PASSING --,------, _.. .._ _. 1_',_ I 8-b-98 F.£y!SE GKC�T`rGON iROLS, OPERATING MECHANISMS ND HARDW RE, NCL DE � �;��, _: —�� .tti-- - -•- — -- — = L N C EINCLUDING SWITrIIII THAT CONTROL LIGNTING AND VF_NTILATICNAND ELcCTR+CAL CONVENIENCE OUTLET5, iN ACCESSIBLE 1BLE ROUTE. � - SPACES ALONG ACCESSIBLE ROUTES, OR AS PARTS OF Q I ACCE5515LE ELEMENTS 5µALL COMPLY WITH SECTION 1109 OF THE 0.5.5.6.. I 3. C+-+ANGES IN LEVEL: I OFFICE i WAR_EN_O_ / MANUFACTURING ' I _ ABRUPT CHANGES IN µEIGHT GREATER THAN 1/4 5NALL BE BEVELED 21 S.F.SF. TO I VERTICAL TO 2 HORIZONTAL CI-1ANCsE5 IN LEVEL THAN 1/2" 5"ALL BE I ACCOMPLISHED BY MEANS OF A RAMP MEETING THE REQUIREr1ENT5 O= ! i 1109.7 OF THE 0.9.5.0. I I ! --2 HOUR AREA SEPARATION WALL SEE SN£ET 5.3 FOR DETAILS THRESI�OLDS AT DOORS SHALL NOT EXCEED 1/2". R,c`.!3,=D THF:ESµ0LDS ACGES51BLE Ro1.'E � SEPARATED F5� ib �_�� ' { ANIS FLOOR LE"EL CHANGES AT ACCESSIBLE DOORu,AY,- SIII BE I I BE`✓ELED W/ A SLOPE NO GREATER THAN 1:2 VERTICAL TO HORIZONTAL. ExTRUDED CURB I I AREA I _ A R E A 2— ; rROt"t VEHICULAR L)4! ' I I I 8", 40 , 12®'•10,5(Z`m 3F. 81 -(c" x 12sa'•I®5ra0 5F. • -- F- OCCUF'AyCi CLA351FICATION:—B, F-I I -- A �Vv ! OCCUFe=►NOT• CLASSIFICATION: �3. I '''''E55I5LE ROUTE � ' + TYPE OF ON5TRUCTION V-N PROJECT: PROVIDE A DETECTABLE WARNING SURFACE = I T+aS, OF coNsTRu._TIaN:--- V-N AT LOCATIONS aJNERE ACGE55115LE ROUTES CROSSES OR ADJOINS A ! I BASIC ALLOWABLE: --8,000 SF. BASIC ALLOWABLE:-- -8.a00 S.F. VEHI;:Ui-AR WAY. DETECTABLE WARNIr1GS ON WADING SURFACES SHALL ' METZGER I CONSIST OF AN APPROVf_D TEXTURE, AND VISUALLT' CONTRAST WITµ I I LOCATION ON PROPERTY.---2 -f ARDS LOCATION ON PROPERTY. --2 YARDS ADJOINING 5UFF,4GES. TEXTURE MAYBE OBTAINED BY ADDING CLEAN '^�-,��-•�-.��.r I •� NON- SPRINKLED BUILDING NON- SPRINKLED BUILDING _ I � BUILDING MASONS S•1ND TO T1-�E PAINTED 5'RIPEgPROVIDE 5'`100TH, LEVEL ACCESSIB' E ROUTE _ AREA INCREASE: ----4.649 3F. AkSA INCREASE — - - 4,64'b 5F i I . SHOWN DASHED. vA�(� b4'-II �n" INCREASE 1 YAHF"Ja A--! 1/2" �NCREAQ TRANSITION FROM PAINTED ACCESS LI TO CONCRETE WALKS. MAXIMUM I b�. x 5LCI=E OF PAINTED ACCESS WAY5 SHALL NOT EXCEED A RUNNING SLOPE c �' •r I I 54,561.25% • 6°"� a�.:s9 x :�s Is 505%- i 7800 S.W. DURHAM, ROAD mmm 9F M bays • �4� OF 6~ 6F. • �+''? gF T•IGARD, OREGON 97223 OF 5% OR I UNIT ti/ERTIC4L IN 20 UNIT4 HORIZONTAL. I ' ALLOWABLE AREA:- r. ' ! 80CI 5F • yA56 SF 8L9¢+0 9F • h111 SF - — _ I CLIENT: KE'r NOTES ! I DAVID FEN1 ACCE551BLE ROUTE FROM PUBLIC WAY TO PROPOSED I ,. .�. T T ME , ZGER BUILDING ENTRANCES, T"E ROUTE SWALL NAVE A MINIMUMRUNNING SLOPE OF 1 TO 2m 15x,, AND A MAXIMUM JNOT =,�.�....�.w.. _R SLOPE OF I 'O 50 (2x.). I �, -� ., 1 ��e ='� +��•- TJC5_EU — �R -- `�.� P.O. BOX 275 —..-- _ ReRAMP-TYP. °- SHERWOOD, OREGON 97140 1C I PASSING SPACES SHALL BE 4�ATED AT INTERV TO EXCEED 200' RUNNING AND CRC:55 vLOPE5 NOT EXCEED 1 TC 5m 12x.1. PARKING SWAGES. SEE 2/C2 I - Date: Scale: 1 11 201 , L• prawn by: ,JDA. Checked by: PRT r I Job No.: 970522 Drawing No.: P-CODE -� I _ I of a I - •aaa • . a so to o.: SITE PLAN ""• soo 1" 20' CODE INFORMATION SHEET 13!il"IK-1)U2G1 7800 SW 'DURIIAM If fl►is Ilotice appears clearer than file iUIN 0 1 2000 document, file docu►livilt is of marginal quality. InicrolIIIi cd IIIIIII ! ' �I111 iIllli' II(ITfilm-iilllilll l � I ! IIIiiII I� IIi ; ;� il , � il1 iliilii!I iill ,; f!I ;IIIIIII ! IIIlfllll . II ! Ili ► I ,I ,I �II `�;� ,: � INCH MAM IN CHINA _ - !�` r..•o- ' II II! I ( 111 III I I!!.III I IIIIIIII I!!!'!!Illllllllllllll!IIIllllil!lIH I III! 1111 !i!IIIHI! i!) III!111111!IIIIIIII IF,IiI!11lIIiIII!!!!!III!!!!!!II!1"...Iiiliiuli!It...•11!!I'!!!111111!!!'I'111I1!!111;111!!!!�!;11i!111151111;1111{!!!I11;1111{1i!II!IIt 1 IIIIIIIIIIlI,1lI ! «!_��1.�I !_�J1l1.1.1111 .- Illll t ___..._...t. l.. .. .. I i I I II hl IIIII' i � 1 _ I Q - GENFRQ1._ NOTE6 I V161ON 1 GENERAL. REQ. IREQ"TENTS D i VI5I ON J CONCRETE _ — -- � . -- 1111_. �-? � _ FA5TENE R5: �I'I NOTES GENERAL SU"•IMARY OF WORK CONCRETE -- _—•� ALL FASTENERS 3HAI. "AVE BAKED ON FINISH TO MATCH METAL COLOR VIII' T,4E INTENT OF THESE (FLANS IS "O PROVIDE CONTRAC_70R5 A GUIDE THE PROJECT CONSISTS OF THE CONSTRUCTION OF 21,000 S.F. CONCRETE TILT-UP CODES AND STAIAR,DS: ALL CONCRETE WORK TO CO*^PLY WITH AGI 318 and Construction Services Inc. ` STRUCTURE W/ SLAB QN.'� SPREAD FOOTING PROJECT IS LOCATED AT "BUILDING GODS Rl::G2llIREMEN75 FOR REINFORCED CONCRETE: ACI 306 FASTENER; ARE TO HAVE A NEOPRENE TYPE WASHER (APPROVED BY METAL -- - I I OR A FULL, COMPLETE AND WORKA& E PROJECT INSOFAR A5 THE DRAWINGS SHOW AND/OR THEA SPECIFICATIONS C:At_ L FOR -Iwo S.W, DURHAM ROAL' TIC-BARD, GRECyC?N .4^ COLD"RECOMMENDED PRTICS FOR CLD WEATHER GCt`,,GRETING: AND At.;: 305 MANUFACTURER). PROVIDE OVERSIZED HOLES IN CLADDING AS REQUREED "RECOMMENDED PRA':TIC E FOR HO r WEATHER CONCRETING." TO ALLOW FOR THERMAL EXPANSION AN:;) CONTRACTION. 9025 S.W. Center Street ' P.O. Box 23784 PFRSf_-NS INVOLVED, IN UX>W ON THIS P'-eOJECT' SNA"L CONSTRUCTION SHALL CONFORM TO THE 0RE(30N STRUCTURAL I Tlgv, Oregon 97223 BE RESPONSIBLE LOCATE FASTENERS SC THEY PRODUCE A PATTERN, EVENLY SPACED AND FOR EXAMINATION OF Dt,►ILD!?VG SITE, ►'CLANS ANI✓ SPE;:CIFiCATIONS. SPECIALTY GOD[:, LATEST EDITION, AND LOCAL BUILDING REGULATIONS. NOTIFICATION: NOTIFY ENGINEER FORTY-�IGNT 148: �iOURS PRIOR TO ALIGNED WITHIN THE CLADDING SYSTEM. — FAILURE TO DO 50 WILL NOT RELEASE SUCCESSFUL BIDDERS FROr`' BEGINNING ANY POUR ( (503) 620-2086 PERFORMING THE WOW INDICATED BY PLANS AND 3PEGIFIGATIUNB. THE BUILDING HAS NOT BEEN I.EA9kD AT THIS TIME AND TENANT IMPROVEMENTS Phone: WILL BE PERFORMED UNDER t•cPARAIE PERMIT. ALI -'EXPOSED EGCiE9 SHALL ESE HEP'" 1E=D FAX. (503) 684-3636 ALL WORK AND MATERIALS SHALL PE IN FULL ACCORDANCE WITH THE CONCRETE SrRENGTHB: — --1111-- LATEST RULES AND REGULATIONS OF; THE UNIFORM BUILDING CODE, --- -GUTTEik S AND DOWNSPOUTS STATESTANDARDS, THE NATIONAL ELECTRICAL PLUMBING CGDE, LOCAL CITY ANG GENERAL CONDITIONS SLAB AND FOOTINGS: F'c - 3,02'0 P51 AT 28 DAYS, WITH MAXIMUM ALL GUTTERS ANG DOWN SPOUTS SHALL HAVE BAKED ON COLOR 45 NOTED IN COUNT( CODES) AND STANDARDS, THE APPLICABLE REGULATIONS OF T►aE SLUMP: 4". DOCUMENTS (COLOR SHALL MATCH COLOR SAMPLE= PROVIDED B� TAYLOR LOCAL UTILITY COMPANIES, AND ANY OTHER APPLICABLE LAWS AND AIA DOCUMENT NO. A201 LATEST EDITION, 19 MAD£ P. " OF THIS TIL , -UP PANELS: F c 3,000 1S1 AT 28 DAT 8 WITH MAXIMUM SLUMP: 4" METAL. PRODUCTS). REGULATIONS. SPECIFICATION AS IS ►4EREIN CONTAINED. ALL BUILDING TRADES SHALL PERFORM AND COMPLETE THEIR WORK AIA DOCUMENT NO. THE ENGINEER 4 OWNER 5a4,4i _ APPRC✓E !N WRITING GEMENT: STANDARD 818AND OF PORTLAND GEMENT PER ASTM C-150, TYPES I GUTTERS SHALL BE SECURELY FASTENED TO WALL, AND SHALL T THE T * ANY ALTERNATE SUBMITTED FOR APPROVAL OR II AT CONTRACTOR'S OPTION. USE ONLY ONE MANUFACTURERS STANDARD HAVE A "TERMINATION GAP" AT THE CZNNECTIOtN TO THE RAIN DRAIN. / O E BE9 ACCEPTED STANDARDS OF ,H):'R INDUSTRIES IN 19RAND, TYPE, AND GRIND T 4ROLIGHOUT ALL WORK OF A PARTICULAR TYPE. COMPLIANCE WITH THESE PLANE! AND SPECIE c';ATION6 GOMMENGEMENT OF WOWBY ONE TRADE AFTER ANOTHER GRADE ESTABLISHES ALL MATERIAL SHALL 15E A MINIMUM OF 26 GAJGE AND CORROSION r1��,.r•I ,I y ACCEPTANCE GIF PREVIOUS L.,CRK PERFOR**•tErj, SCHEDULES AND REPORTS ADMIXTURES: (AGENTS SHALL BOTH BE FROM THF: SAME MANUFACTURER). RESISTANT AIR ENTRAINING AGENT: PER ASTM C-260 NO REVIS1ON6/MODIF!CATIONS SHALL BE MADE= TO THESE PLANS/ "APPROVED" - OWNER OR ENGINlER WILL BE THE SOLE JUDGE OF QUALIT"f USE ON ALL EXTERIOR SLABS A' >7 SIDEWALKS ON GRADE AND RETAINING WALLS r SPEGIFIGATIONS. NOTIFY ENGINEER PRIOR TO MAKING NECESSAR'� AND SUITABILITY OF PROPOSED SUBSTITUTION. FIELD MOD!FICCATIC'NS FOR RE=VIEW ANC' APPROVAL, .AND/OR TNF /7 i I G.TY%COUNTY OF REQUIRED) PR!Or TO AN"It" COMMENCEMIffENT OF REINFORVEMENTS: —" j ✓ ti 17 �� , D WMADE ITHOUT! APPROVAL F AN"f ON E THEN THE CONT-RAC Ok °S ALA ESE RE9PorNalESLE ITEMIZED GoBT SCHEDULE- ALL J ,Ra FDR RI`INFO?f'EMENT SHALL BE DEFORMED D I V I:11 ON (o WOOD AND FL,46T I C5 FOR ALL ASSOCIATED C=OSTS. PREPARE, IN FORM SATISFACTORY TO OWNER, A COMPLETE BREAKDOWN OF STE CONFORMING WITH "SPECIFICATIONS FOR BILLET-STEEL- CONCRETE ----- COSTS, A LIST OF ALL SUBCONTRACTORS, AND SCHEDULE OF WORK REINFORCING BARS", A,5TN'1 A-615, GRADE 40. MINIMUM 5ARLAP5 AT F pIFtE� T= 1 �W-71 ill 11 WRITTEN DIMENSIONS ON DRAWINGS 5*4ALL HAVE PRECEDENCE C/ER SPLICES PER L+CI CODE CHAPTER 1. SCALED DIMENSIONS. DRAWING°„' ARE NOT BE TO SCALED. SUM OF AI ITEMS SHALL BE EQUAL TO CONTRACT PRICE. .f'0D CONTRACTORS SHALL 1/ERIFY AND BE RESPONSIBLE FOR ALL REINFORCING STEEL SHALL ".AVE Tr-4E FOLLOWING CONCRETE COMER _ DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE FURNISH THE ABOVE TO ENGINCaR AND OWNER BEFORE FIRST "^ONTII GGENERAL WORK NOTIFY ENGINEER OF ANY DISCREPANCIES. PARTIAL PAYT,1ENT REQUEST CONCRETE CAST AND PERMANENTLY 3 EXPOSED TO EARTH (NOT FORMED) ALL NAILS TO BE COMMON OR GAL✓ANIZED 1!50>< NAI�3 tit.'_'NG TC BE � II II STRUCTURALLLEL7 DIMENSIONS CONTRO5'1 OR RELATED TO MECHANICAL SUBMIT WAIVER4 OF LIENS FROM MATERIEL SUPPLIERS AND SUBCONTRACTORS IN ACCORDANCE WITH TABLE 2'42 OF THE MOST RECENT EDITION OF THF AND ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE AS MATERIAL 15 DELIVERED AND WORK COMPLETED, CONCRETE FORMED AND EXI"OgED '%"" UBC. I !I CONTRAC.:TOR PRIOR TO CONSTRUCTION. TO EARTH AND WEATHER ALL WOOD IN PERM4NENT CONTACT WITH CONCRETE TO BE PRESSURE TREATE,.-, WITH A WATER BORNE PRESERVATIVE IN ACCORDANCE WIT" 'STANDARD III ONLY APPROVED "CONSTRUCTION SET" MARKED DRA.JING$ ALTERNATIVE DISPUTE RESOLUTION: CONCRETE NOT EXPOSED TO WEATiaER 3/4" SPECIFICATION FOR PRESSURE TREATMENT OF TIMBER PRODUCTS', INCORPORATING ALL ADDF-NDUM AND DIME=NSION — 1111 OR NOT IN CONTACT W/ THE GROUND ASTM DESIGNATION D1160. I" CLARIFICATIONS SHALL BE USED DURING THE EXECUT!ON A D18- UTE RESOLUTION BOARD WILL BE UFtED AS A METHOD FOR RESOLUTION OF OF THE WORK p18PUTE5. RESULTS SHALL ESE BINDING. ALL LUMBER SHALL +-4A /E A csRADE STAMP. CA6E8 ARE TO BE RESOLVED WITH,N &0 DAYS. HEARINGS SHALL BE CONDUCTED T LUMBER GRADES: CONTRACTOR MUST BE RESPONSIBLE FOR VERIFICATION AND WITHIN 3m DAYS OF T�.E BOARDS APPOINTMENT, AND AWARDS MUST BE ISSUED CONCRETE LLT-UP PANELS: COORDINATION OF `3UB-CONTRACTOR'S WORK TO SECURE WITHIN 1 DAYS OF THE Nl ASKING. �- - -- - l-- �- WALL FRAMING MEMBERS DF-L NO. 2 OR BETTER COMPLIANCE OF DRAU11NG8 AND SPECIFICATIONS, THEGENERAL I''I ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS THE DI15PUTE RESOLUTION BOARD WILL CONSIST OF THREE INDIVIDUALS SELECTEE 1111-- 5�4EATHING: FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT. AS A NEUTRAL REVIEW 5CARD FOR DISPUTES. THE CONTRACTOR AND OWNER WII_I_ PANEL' S 5"4__ BE CON9'RuCTED t DETAILED A5 NIOTED IN THE CONSTRUCTION , RATED SELECT O!Nc ME`IeER EACH WITH E.^;CH PARTY AGREEING TO THE SELEwCTEC ROOF SHEOSURE : 5/8' APA RA,E.. 9"EATHIrG '1' t G MEMBER . 1'N£ TWO SELECTED MEMBER WILL SELECT A THIRD MEMBER DOCUMENTS. �OC�:*F ASL REINFORCING, IMBEDS AND ARCHITECTURAL FEATURES 32/16, EXPOSURE 1, BTRUGTURAD. i - II ACCEP'rAE�-E TO BOTH PARTIES. AS NO EC. NAILING PATTERN: USE 8d NA!L5 WIT" DEFORf fREVISIONS: ED SHANK. I +— - 6 INCHES ON CENTER AT EDGES CONTRACTOR AND EACH SUB-CONTRACTOR S«GALL BE REINFORCEMENT: !2 INCHES ON CENTER AT FIELD �II, RESPONSIBLE FOR ANY LOSS OR DAMAGE GAJSED By HIM OR ALL PARTIES INVOLVED IN THE ADR SHALL S"AREr. IN THE COST OF T"E BOARD REFER TO ROOF- FRAMING ALAN FOR SPECIAL NAILING REQUIREMENTS. SIS WORKMAN TO TH{i PRCPERTY OF THE OWNER OR TO THE "EM15EII475 TYPICAL REINFORCEMENT: GRADE 60 DEFORMED BARS WORK OR ►MATERIALS OF O.HER CONTRACTORS OR 5UE3-CUIvTRACtCJR9. EMBEDtnENT BARS: A 106 DEFORMED BARS. FIRE BLOCKING LOCATE BARS AS NO'S EG IN CONNSTRUCTIntN pOC'JMENTS - I CONTRACTOR b"ALL MAINTAIN INSURANCE THAT WILL PROTECT PROVIDE FIRE BLOCKING AS REQUIRED AS - :__: L,A15: THE OWNER HARMLESS FROM ALL CLAIMS OF CAMIAGES. FINISHES: IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, AT THE CEILING AND FLOC:-LOCFURRED SPACES, Ti,-41E (CONTR'ACTOR SH,G.LL BE RESPONSIBLE FOR ALL 'TEMPORARY PAINT PANELS AS NOTED IN DOCUMENTS. PROVIDE 218'-(d" WADE x FULL F'ANEL. INCLUDING LOADING CONDITIONS DURING, CONSTRUCTION AND SHALL HEIGHT TEST ARyA FOR APPROVAL BY OWNER t ENGINEER LEVELS AND AT 10'-0" INTERVALS MOT" VERTICAL AND F''ROVIDE BRACI,,4G AND SHORING WHERE REQUIRED. HORIZONTAL. •, ' II/'� USE VINYL LATEX PAINTS W% COLORS A9 NOTED. CONSTRUCTION t_004DS: THE 5TRl;CTUFt.'r HAS BEEN �' (�( ION 51TE 4VL/EST\ _ REMOVE EXCESS FORI'•'t RELEASE MATERIAL , DIRT, DUST, E�LORE9CENGE OR 4N-1 AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL DESIGNED FOR OPERATIOtNA.. LOADS �! THE COMPLETED STRUGTUIRE. DURING CONSTRUCTION, THE CONTRACTOR °SHvLL OTHER BOND INHIBITING MATERIAL BY SANDBLASTING, ILIREBRUSH OR FIRE HAND HORIZONTAL SPACES SUVr" AS OCCUR AT SOFFITS, OSE I (III PROTECT THE STRUCTJRE BY BRACING AND SUPPORTING PRIOR TO 4PPL*T!NG SEALER- DROP CEILINGS AND COVE CEILINGS. ii*4EREVER EXCE581vE CONSTRUCTION LOADS MAY OCCUR SEALER COAT SHALL BE AN EPDXY-FORTIFIED ACRYLIC LATEX BASE CONCRETE SITE PREP,4RATION F APPLY BY ROLLER IN OPENINGS AROUND VENTS, PIPES, DUCTS AND SIMILAR _ SEALER. ALL MECHANICAL AND ELECTRICAL WORK S+-miALL BE UNDER r FAINT PANELS 60 DAYS ( EARLIEST ) AFTER . ANELS ARE TILTED IN 'LACE, OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEI!._IN; 5E"04RATE PERMITS. GENERAL_ VERIFY COMPATIBILITY OF PAINT t CAULKING C=OMPOUND. AND FLOOR LEVELS, WITH NON-COMBUST BLE MATERIALS. D ALL OPFRA7ION5 SHALL COMPLY W/ SOILS REPORT PERFORMED 5Y _'uIOCD SHINGLES AC:E951BILITY" CARLSON -EST'ING, INC. (REPORT NO. GTI 98-XXX) 'SHOP DRAWINGS: SHINGLES AT SOUTH EL.EVATIOtN bHALL BE PROVIcE=D BY OWNER. PROJECT - - — CONTR-4CTOR SHALL BE HELD CONTRACTUALLY HELD RE8F101'4615LE 1111 --u--- - --- CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING FOR TEST SCHEDULING t FREQUENCY. F PROVIDE SHOP DRAWINGS CR Pe.NES RE�NGCRGING AVD ADDITIONAL REINFORCING TRUSSES SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND � QEQUI1ccJ r-OR LIFTING INSERTS '**,r = � � ^ MEUGER ELECTRICAL CONVENIENCE OUTLETS. IN ACCESSIBLE SPACES, STS PPING: TRUSSES SHALL BE E t SIZ_5 AS 'vC*E'� �.*� DOCUMENTS. II, i ALONG ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS - M�TRUggEg g�ALL BE . 13UILDING d SHALL COMPLY 'JITH SECTION 311'd•4h (G) OF OSSC. REMOVE ALL E BR 4, LNG. AND ORGANIC MATERIAL, SHOWN TG REGAIN£ PAVIr•!G AND NEW BUILDING. '~'!ANUFACTUREG BY TRUSS JO15' � MACMILLIAN. INET GELATION: ON DOORS,, WINDC?u1.'3 HANDLES, WIND LATCHES, LOCKS AND OTHER OPERATING DEVICES DISPOSE OF CLEARED AND ORGANIC MATERIAL BY REMOVING FROM THE INSTALLATION SHALL BE E'ER MANUFACTURERS SPECIFICATIONS, 7800 S.W. DURHAM ROAD , CABINETS PLJMBING FIXTURES AND STORAGE 9',rECONTRACTOR 15 RESPOh'0I5LE FOR SUPPORT 4 BRACING OF TIGARD, OREGON 97223 FACILITIES SHALL HAVE LEVER OR OTHER SHAPE PERMITTING ' . D i r/151ON 4 MP450NR1' TRta95E5 DURING EREG OPERATION BY WRIST OR ARM PRESSURE AND NOT RE=QUIRING TIGHT GRASPING,PINCHING OR TWISTING TO OPERATE 7HE aORCE EXCAVATION: _ - - DESIGN: I II III REQUIRED TO AGTIVQTE SUCH EQUIPMENT SHALL BE NCT GREATER TRUSSES SHALL BE DESIGN FOR l.0AD8 NOTED IN DOCUMENTS t T CLIENT: p THAN E5 POUNDS FORCE. (SECTION 31?>9(C)I). ALL SOFT, WET, CUR' SOIL OF UNUSUAL CONDITION SHALL DE EXCAVATED NOT I ICJ? Ef"1 ANY ADDITIONAL MECHANICAL LOADS As NOTED TRU58 r-1ANUFAC.T'�iRER IS _ TO c. FIRi-1 NATURAL, UNDISTURBED SOIL. PROVIDE FILTER FABRIC AND U1 D RE..PON615LE FOR TRUSS CONNECTION AT BEADING OINTS. CCNNE.:TiON SHALL CHANGES IN FLOOR LEVEL SHALL NOT BE -GREATER -A". ';2 �C� COMPACT WITH ENGINEERED FILL ENGINEER SHALL BE NOTIFIED IF UNSTABLE BE DESIGNED FOR LOADS AS NOTED IN DOCUMENTS CONDITIONS ARE PRESENT 5µCP DRAWINGS: DAVID � i M ALL ORGANIC MATERIAL SHALL. BE REMOVED. DIV 15 I ON 5 _ M•-TAS ,ANUFACTURER SHALL PROVIDE ENGINEER W/ 3"OIr' DRAL(NG3 �•�• I I' ' 1111— FOR APPROVAL... ME 1 ZQAE-I� D ... ESIGN .RITER A FILL I -1111-- p SOIL BEARING PRE58JRE 1504' r'!3 ALL FILL PLACEMENT SHALL BE PERFORMED IN ACCORDANCE W/ CHAPTER 33 OF ^KETALS D I Vf 51ON T ERM,4� 1'101STI�RE PROTECTION. P.O. BOX 275 I I' THE UNIFORMS BUILDING CODE , W. THE ExGEPTIONS AND ADDITION-SAS NOTED IN SOILS - - - --- BASIC WINAD SPEED; eC '-1*" BY CARL.SON TESTING, INC.. GENERAL: ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND SHERWOOD, OREGON 97140 EXP051,:RE C FILL SHALL BE OBSERVED t TESTED BY C.T.I. IMPORTED MATERIAL WILL BE APPROVE=D 13Y ERECTED IN ACCORDANCE: WITH RISC MANUAL, LATEST EDITION. i"PORTANCE FACTOR T"E 50ILS ENGINEER PRIOR TO ARRIVAL ON SITE. M, THE 150i-DING SITE SHALL BE FILLED WITH I" MINUS TO !m INCA-+E5 STRUCTURAL AND MISCELLANEOUS STEEL:— SEISE C ZONE: 3 GENERAL Date: BELOW TOP OF FLOOR SLAB. ALL STEEL PLATES, FLAT BARS STRAPS AND STRUCTURAL SECTIONS THE BUILDING SHALL BE HEATED FOR r-RE'EZE PROTECTION ONLY ROOF Llvt ! OAD: 25 FSF DRIFTING) FILL SWALL BE INSTALLED IN 6 INCH LIFTS COMPACTED TO 155% SHALL BE ASTP'1 A-36 UNLE55 NOTED. SECTION 1312, EXC=EPTION I J. Scale: MAXI"',JM DRY DENSITY. TESTING BY C.T.I. 5NALL BE FI)RMED FOR EVERY VERTICAL P05T WINDOWS t DOORS t>kALL MEET ENERGY CODE REQUIREMENTS. Drawn by: JDA AND FILL PLACED OR EVERY bOO YDS. ALL TUBE COLUMNS TC BE A-503: Fu r 46 KSI. INSULATION Checked by: PRT TESTING AND INC)PECTIONS- Qi 1. ROOF SHALL HAVE R-19 INSULATION w/ A ONE F•ERM VA=CR RETARDER �I ^..BGIRADE Ar SLAB ON GRADE_ ALL E50LT9 ASTM A-3© INSTALLED ON THE uJA1FM SIDE OF TuE ROOF- Job No.: 9 0522 u SPECIAL 1NSPEC1!C% IN ACCORDANCE? WITH CHAPTER I.1 OF -We !996 EDI"IDN T ALL STEEL �C "AVE ONE SHOP COAT OR To BE GALVANIZED IF NOTED, Drawing No.: SPE!,--1 OF THE OREGON STI ICTUPAL SPECIALTY CODE PROVIDE 6" OF 3/4" MINUS CLEAN CRUSHED AGGREGATE BASE. TEST _ d, SHOP WELDING ON EMBEDDEi✓ ITEMS COMPACTION OF SUBGR.ApF BY PRCOF ROLLING W/ SOILS ENGINEER PR';ESEN' ALL WELDS E10XX PER AWS 5"ANDARD3 BY CERTIFIE.C, WELDERS 1/4" - FILLET WELD TYPICAL UNLESS OTHERWISE NOTED. _ROOD•; PROVIDE COMPACTION REPORTS FOR ENCaINEER5 REVIEW. FOR EVERY 12" OF F!LI_ PCM ROOF SYSTEM SHALL BE FIRE STONE R'.UBBER GUARD ADHERE: FIELD WIE11-DIr-45 (IF R,EQU'REC) PLACEMENT OF CONCRETE, REINFORCING STEEL AND E"'IBED�EC 'TF' '6 FOUNDATION;_._— _�1111._ 8Y9(EM OR AI'PIQOVED EQUAL. ••• rrr•r• rr•a •rr I FLASHINGS AND CLADDING (ARCHITECTURAL) RATING .. •••• COMPACTION lREpORTS 47 BUILDING FCCTIN�a'S SLAB t DR!v1? A 31_E`✓ FOOTINGS SHALL BE FOUNDED ON - M— PAVINE SCOPE: ROOF SY STESHALL LIAVE A CLASS B ROC) `F 465EMBL. OkAT INc3. �••••� •• • • : • - "—'- PROVIDE ALL FLASHINGS, CLADDING, A9 REQUIRED TO PRODUCE A WATER ROOFING •'�° SPECIAL INtxiPE?GTION°S g�,ALL BE F'£!RFOR1"!E:.D BY "CARL90N TESTING, INC." PROVIDE 21/7 INCHES MINIMUM OF ASPHALTIC CONCRETE AT VEHICLE PARKING AREA° TIGHT ASSEMBLY. VERIFY W/ ROOFING CONTRACTOR FOR COMPATIBILITY OF ROOFING 3HALL BE AN ADHERED EfI 3Y3'rEM. 00.0 1111. PHONE NO 68A-3460 COMPACT 4 INCHES MINIMUM OF ASPHALTIC CONCRETE AT DRIVE AISLES METAL SYSTEMS 4 ROOFING ATTACHMENT REQUIREMENTS. a ' '• ;' COMPACT TO 91% OF RICE= DENSITY PER AASNTO T-2015. APPLICATION c6*00 ar♦Ya• • ra MATERIAL' APPLICATION SHALL BE LICENSED APPLICA'T'ION AND APPROVED B•' �"'ANUFAC%RER III F'RFpARF SUBCsRADE W/ 2" MINIMUM OF 1/4" MINUS OVER 8" Cr- II%" MINUS AT SHALL CONFORM TO MANUFACTURE'a9 SPECMIC4TION3. „ ,�• •... M a STEEL SHALL CSE 24 GAUGE PE4? ASTM A441b. I TIAPPROVAL. '.•' ••• I' DR ✓E AISLES AND LOADING AREAS AND 6'' OF 3/4' INUS AT PARKING AREA,. PROVIDE OWNER 4 ENGINEER W/ DOCUMENTA ON NCTIING MANUFACTURES APPLICATION SHALL VERIF-Y ROOF- SURFACE CONDITION t COORDINATE W/ A « •' !I� RFCC:MPAGT SUBGRADE ''IF PARKING AND DRIVEWAY"S TO S8% CSF STANDARD ALL ' �TEIr''.IAL SHALL HAVE 4 G.-15C CaALVANIZED COATING PER CONTRACTOR THE PF?CF'ER SUBSTRATE REQUIREMENNT5. NOTES AND 1111 I PROCTOR AA.9HTO T-99. A5TM . ,525. C.'OLOR 5NALL BE AS NOTED IN DOCUMENTS (PER TAYLOR METAL PRODUCTS SAMPLE'. WARRANTY SPECIFICATIONS PROVIDE COMPACTION REFS 'RTS FOR ENGINEERS REVIEW. COLOR SHALL BE K7'NAR 500 BAKED ON PAINT SYSTEM. MANUFACTURES REF=1RF13tN1TATIVE SHALL INSPECT AND ACCEPT THE INSTALLATION CC- THE F CC THE ROOF SYSTEM. SHEET E T PAVING 5NALL COMPLY WITH "ASPHALT PAVING INSTITUTE OF OREGON'' RECOMMENDED DESIGN AND CONSTRUCTI!�N PROCEDURES, LATEST EDITION. PROVIDE WARRANT, DOCUMENTATION F'RIOR TO FINAL PAY*1ENT Mill'9N-00201 CONTRACTOR MAT SUBMIT ALTERNATE ROOFING SYSTI_M FOR APPROVAL. 7800 SW I)1 IRI IAM APPLY 4 INCH WIDE PARKING: 9TRIPE5 ;.,NDS DIRECTION SIGNS Wil.41FRE 5H40W I, 0e3 P , 3 USE RODDA PAINT CO. NO. 611 WHITE III PG of 26 r.. ..., 111 1,.,.n.,.,.,.....,w.n..arw... Acr.a..•.w,.m....+a...,aa!e•w�.,..a-.^rte-.a+. I If this 111Tice ; ►e:1rs le;Irer 111;111 the JUN 0 12VJ0 IIID' � doctimel 1, the Ilocument is of n1:Irk;inal quality. Illll'Illlli�lll'(I fIl1lI► liil IIII ,IiIfIlilI� lII � i�1 fyT'flilIl III Ili 1 I , ; 11ii ilii i ! !! I, I, l 1 i ►l , �i lII ,i+, lIii.lI�i,{i'i I i i•V' 1 iii i-II li'ilI iliil1 l � llli llIlIiI illi;lill�lli•I >? { III If INCH Ab[M Ir IN g1�?IA o II �IIIIIIIIII liI s I II iI_I.l i stl.l.!ii!II I!-I�(_II.I __. . llIIII t1011 IuJ. 'I , I,! I11iII (111! 111I.1E Illli ! 11Wll! illlllll1l1 hlll 1111 i�l,l • VIII D I ✓I ION 8 DOOR5 AND WINDOW5 D 1 ,/151 ON 15 MECHANICAL C _ GOCR.S. WINDOWS, AND GLASS H✓ BOOP€ MECHANICAL SYSTEM IS TO BE B DGER DE51GN, Lind Construction Services Inc. F'ROVVE ALL DOORS AND wh-4DOW5 45 NOTED ON DRAW1,4 G5. ALL DOORS PROVIDE GAS FIRED HEATER$ IN BUILDING AS NOTED ON 6HFET 1.4 ROOF TOP S.W. AND WINDOWS SHALL MEET CHAPTER 13 OF THE !996 ORE60N STRUCTURAL. UNITS SHOWN OlN SHEET 2.4 ARE FOR FUTURE TENANTS t l 9U25 SCentel' Street P.O. Box 23784 SPECIALTY CODE UNIT$ &k4,4LL NOT EXCEED 8 5TU/HF/FT"2 OF FLOOR AREA. THERI"OVA1 SHALL I Tigaid, Oregon 97223 WAVE A MAXIMUM SETTIr4G OF 45•F / SHALL BE MOUNTED NO LOWER THAN ✓ERIFY THAT 4LL SEALANTS/CAULKING5 USED ARE GOMIATIBLE WITH DOOR HEATIN(s UNIT. AND WINDOW $Y STEM. phone. (503) 620-2f186 CONTRACTOR SHALL. 5E RE3PON51BLE FOR PROVIDING NECE85ARY C�RAWING3 DOORS AND FRAMES AND 0eTAINING REQUIRED PERMITS FAX. (503) 684--3636 _ r MAKE INSTALLATION OF ALL ITEM,e, IN COMPLETE ACCORLiANCE WITS ALL EXTERIOR DOOR � Af EAST 1 WEST ELEVATIONS SHA�.L BE METAL CODES OR REGULATIONS SET FORT" e-1 STATE AND LGCaL AU''I�r2IT{E5 A!`dG HA/E 20 GA 45E STEEL SKIN &,40 FRAMES SHALL BE Ia GAUGE STEEL WITH MITERED CORNEkS ALL VENTS, HOODS, ETC REQUIRED, WHICH PENETRATE THE ROOF STRUCTURE SHALL MATCH ROOF COPING COLOR PROVIDE SHOP D,RAWIN4;5 OF ALL ITEMS DOORS SHALL BE WEATHER-eTRIPPED 4 HA'✓E MAX U FACTOR OF 453tM15L*f OF 0.20 PENETRATING THE ROOF FOR APPRO`✓AL COORDINATE WITH ROOFING GONTRACTOR DOORS SHALL BE PR-MEG, AND PAINTED THE COLUR A5 NOTED •DN DOCJ"ENT$. ►-+✓AC CONTR'�CTOR SHALL COORDINATE UNIT AND DUCT LOCATIONS W/ OTHER SkALL BE CERTIFIED ACCORDING TO 45TM E-283 F7R II CFM PER FOOT 0T.4ER TRADES OF DOOR CRACK AND MEET SPECIFICATIONS OF Ti IE STEEL DOOR I INSTITUTE. k,/AC CONTRACTOR SHALL SUBMIT DRALUIr`65 SHOWING UNIT HEATER DOOKE5, SHALL HAVE LEVER T t PE HARDWARE -.00A,.T,ON5, ETC. PLUS FIXTURE MANUFACTU'RER'S AND CATALOG NUMBERS SUBMIT TO ENGINEFR FOR APPROVAL _STOREFRONT WINDOWS A DOORS ► i l . )y -T SueMIT ;)PERATIONS AND MAINTENANCE DATA i".INUAI_ TC OWNER AND ENGINEER �\ " ,�,� �•'? ' WINDOWS SHALL BE A 2 X !,-2 OFFSET GLAZING 5T 5 E 1 WITH R",R APPROVAL ANG ACCEPTANCE ~'• +w.. INSULATEC GLASS GLASS SHALL HAVE "GRE` N° TINTPROJC ECT WILL NOT BE CERT F'EA9 5UB$TANTIALLY CCO IPLETE BY- THE . OWNER AND ENGINEER UNTIL THE CONTRACTOR NAS DEMCN3TRATED THE WINDCW FRAME5 5H.ALL BE ALUMINUM WITH A "CLEAR" ANODIZEc 'VARIOUS 5, 51 EMS ANG E(;.JIPMENT AND TRAINED THE OWNER'S PER5C''NNEI_ FIN15H. PROVIDE COLOR SAMPLE FOR AF•PROVAL AND THE OPERATION AND MAINTENANCE DATA HAVE BEEN SUIE'MITTEc, B" GOOR5 SHALL HAVE LEVER TYPE HARDI:ARE. THE CONTRACTOR ANC APPRCVCC BY THE OWNER AND ENGINEER SHALL BE CERTIFIED ACCORDING TO ASTM E-:83 FOR 0.31 CFM PER PLUMING FOOT OF WINDOW SASH CRACK t HAVE A MAX U FACTOR OF AySEMISLY OF 0-r-4 --- - — PROPOSED ALTERNATES 5H 4LL 5E ACCOMPANIED BY MANUFAL. I URER'$ PLUMBING IS TO BE BIDDER DE51rsNED LITERATURE AND CUT SHEE18. ALTERNATE MUST BE IC130 APPROVED ANI:) APPRO'✓ED BY ::INNER AND EN"'iINEER Er�TRANc:E DOORgt NORTH � SOUTH ELEVATIONS CONTR.aCTOR SHALL BE RE$PONSIELE FOR F�RO�✓IG'I►�G NECESSARY DRAwINGb AND OBTAINING REC4uIRED PER'IIT$ ENTRANCE DOORS AND FRAMES £-HALL HAVE A "CLEAR' MAKE INSTALLATIONS OF ALL ITEMS IN COMPLETE ACCORDANCE WITH ANODIZi.D FINISH. PROVIDE COLOR SAMPLE FOR APPRO/AL. CODES AND REGULATIONS SET FORrH BY STATE AND LOCAL AUT14CRITIE3 455EME.LY SHALL MEET ALL AC.'v r AMERICAN D154IBILITIE5 ACT 5U5MITTAL5: THE PLUMBING CONTRACTOR SHALL SUBMIT DRAWI14G5 1 REOtJIRFMENT5 SHOWING PIPING LOCATIONS, SIZES, AND ARRANGuaMENT5 TO ,rHE PROVIDE ALL LATCHES, HING1 5, LOCK$ .ANLL DEAD BOLT5 AS REQUIRED ENGINEER BEFORE S i ARTING WORK TO PROVIDE A SECURE, OPERABLE 1-"+76TEM. PLUMB1NCa CONTRACTOR $HALL COORDINATE P10PING AND EQUIPMENT LOCATIONS W,' OTHER TRADES. REVISION: SUBMIT OPERATIONS AND MAINTENANCE DATA MANUAL TO JWNER AND ENGINEER FOR APPROVAL AND ACCEPTANCE, PROJE:T WILL NOT BE CERTIFIED AS SUBSTANTIALLY COMPLETE BY THE 01NER AND ENGINEER UNTIL THE CONTRACTOR HAS DEMONSTRATEC THE /ARIOUS SYSTEMS AND EQUIPMENT AND TRAINED THE O1I14Eh''6 PERSON', ZL AND THE OPERATION AND MAINTENANCE DATA HAVE BEEN 5U51-117TED BY" "- THE CONTRACTOR AND APPROVED BY THE OWNER AND ENGINEER DIVISION '3 FIN1544E5 NOT U5ED D I V15ION 16 ELECTRICAL 1 ELECTRICAL (B) SEPARATE PERMT/BIDDER CE$IGN I DIV 151 CN 10 5f=EC 1,41_.T I E 5 MAKE INSTALLATION OF ALL iTIEt-le, IN COMPLETE ACCORC'ANCE WITH ALL - ------ --- ---------- CODES AND REGULATIONS SET FORTH 15Y STATE AND LOG-AL AUTHORITIES PROJECT. CONTRACTOR 15 RESPONSIBLE FOUR PRC,,/:DING ALL "iECE55ARY DRAWINGS, DOCUMENTS AND FOR OBT,c. PM*5 PERMIT. M - ZGER NOT USED FIXTURES INSTALLED IN DIRECT CONTACT W/ INSULATION SHALL HAVE AN I.0 ( INSULATION COVERAGE I RATING. BUIILDING I SUBMIT ',IPERATIONS AND MAINTENANCE DATA MANUAL TO OWNER AND ENGINEER 17800 S,W. DURHAM ROAD FOR APPROVAL AND ACCEPTANCE. � T I G A R D, OREGON 97223 I D ( V 151 ON 11 Els U I I tIENT F`RCJECT WILL t4OT BE CERTIFIED AS ,SUBSTANTIALLY COMPLETE BY THE 1 OWNER AND ENsINEER UNTIL TAE CONTRACTOR WAS DEMONSTRATED THE __ VARIOU6 �,Y5TEM5 AND EQUIPMENT AND TRAINED THE OWNER'S PERSONNEL. CLIENT. I Af-ID THE OPERATION AND MAINTENANCE DATA HAVE BEEN 5UB!""'TED BY I - 1 THE CONTRACTOR AND APPRO'✓ED BY" THE OWNER AND ENGINEER DAVID 1 METZGER I P.O. b6X 4-275 D 1 VI S I ON 12 FURN 15�4 INCAS SHERWOOD, OREGON 9714() NOT U5E1) DIVISION 1-1 _ MANUFACTURERSI Dote: r Drawn by JDA Checked by: PRT --- - ----- Job No.: 970522 DIVISION 13 SPECIAL CON5TRUCTION Growing No.- P—SPEC-2 . •e NOT U5ED • D I V15ION 14 GCNI VE1T INC 51'5TEM5 NOTES AND �� • NOT U 5 E D SPECIFICAZIONS SKF T 0 . 4 — 7900 SW 1)UR1-IAM f(i4of2G If this nlllicr :Illlx'ars clearer th;ln the JUN Q 9 2000 doctiniviii, the tlocnmenl is of mal-ght ll quality Il11crotli cd 1I�III� I�Ii X1 !1 ! 1 ! 111111 I il�ll1 !III►1� II11llI�111II�El{Ili��i'I� III �1i1111�I ..I l i��I ! Ili ill IIII11ljijljEji WWII � 'lill�lliil�! IIIIII, 111l11' 4 )t t I I Y I I I i f 1 ! '-� �. _ :NCI! 1 MAGE IN I'M 1114A _ I I I I! li il1 I't 1 1 II;iII !ill 1 I Ili i i�I l I III I 1 li`{ Iii ili{i� {1111' II 111 !' 'ti iil I{I if nlf I{ !II ! 1 a' 11' "ti tltttlt `Ilult Illulllt Iu tIIl11111IIIllt ul n:I n tl i It 1tI III.• I i,l•.,.1 I.I.. II,ILl,III 1!.!11.1! II,,..I 1 I,.. 1141., 11L. I II111l111�. Il III„! I!! !If I�iYitti,l I.Y�rllitt . Il I111o.,. t I. .II Inti I nIIY 1114,14 Itllll Itlll "• �lll�lllllll,l�,lII..IlII!IIh ,YIIlIIILI{l,I,1... „�. � .. 1 il' I II . . �a r rrrYlr�r and Construction Services Inc. 9025 S.W. Center Street P.O. Box 23784 Tigard, Oregon 91223 S. W 1) None (501) 620---2086 �f � FAX- (503) 684-36-% --- PUBLIC SIDEWALK 1--__-- A. VAULT AND®F\ BACK- j--- ____4= - _ 0 ,�'• FLOW DEVICE EXISTING~ S.U.CATCH BASIN TARY EWER LATERAL =_ �•• ~� I t xPtr,t 1� 31 d� ACCESS Z"T - •�`••.�•, i -..�. EX!9T!Ncs APPROAC FROM 1•'uBLiG t-+ \ A.G. ��' Wa,- TO SITE / QzTj' FIRE i 0 �. _ �" • "YDRANT V ---'� `ter• \ CYCLE PARKING- '" �� •'`� s 0 r F i^R�.` HYD. � m• _m V • 9' (1 1 14m'-0" 1, 24'-0" • B _ ' CUR -T�P!CAL FIRE 0 U \ I — - % HYDRANTS EXISTING cp _ b' SIDEWALK ii b CURB In t i CONIC , u DEWALK uI M 3 ' 0 9 9 I tM \ bIDEWI-K BOLLARD- -P>" u • TYP. -- REVISIONS _ PASSING LANE __ 4 u `� u \ 19 0 B _�I — I BICYCLE PARKING j I�-- w� .__._... _ ;. .. �.__�__..._ -• `" - SPACES (2) B 698 REVISED R CITY I ; .._ .. r - „N FRE PLAN CHECK C-+-_ O PARKING' I LANE 81GN ! A.C. PATH TO SMT" SIDE OF BUILDING I _ LANDSCAPED AREA PAINT CURBS -PAINT CURBS YELLOW YELLOW W/ W/ "NO PARKING FIRE I NO PARKING~ LANE " MARKINGS FIRE LANE EVER`r 25' MARKINGS a OFFICE / WARE+40U5E / MANUFACTURIN I3 W ----��-21000 SF. • 1�5'-0" x 120'-m" SITE I N F Q k M A T ION AIS CATCH BA01N , (� P:G.E. TRANSFORMER A PRO, CT: -- -TYPICAL L� 3 P•:•D e SITE AREA. �II -- - BU LDING� Z ,mom SF. (32.1%) METZGERBUILDING 14'- 15'-m" - --- LANDSCAPING: 15,124 SF. (23.2%) PAVEMENT: — -- -- 29,206 SF. (44.1X) LANDSCAPED 7800 S.W. DURHAM ROAD —� TIGARD, OREGON 97223 AREA 9F'AGES - TOTAL 35 STANDARD SPACES _ b" EXTRUDED----) BICYCLE PARKING SPACE RET, NING WALL 23 COMPACT 6P4CES CLIENT: CURB LOCATED INSIDE BUILDING. �S AS REQUIRED 3 DISABLED BRACES F'ROvIDE 5IGNACsE AT FACE (1 VAN-ACCESSIBLE) �-�y OF BUILDING. - - DA IV/�IV STRIPED PAT" O 0 4 BIC►'CI.a PARKING C ^cp ACROSS DRIVE SPACEv (l LOCATED METZGE 1 AISLE (4'-0" WIDE) .._- —,_ .__. _.- _. . ._ INSIDE BUILDING) P.O. BOX 275 "NO PARKING" FIRE LANE SIGN ; I ' ;,� SHERWOOD, OREGON 97140 jp c0 O TRAFFIC LIG.NT �� ( Dote: -7- 1-nn _ Ti POWER 'SOLE Scale: 1 =20'IV ----BICYCLE PA INC 1 CURM INLET Drawn JDA • I � ` ~PAGE l u '� � y� J+ I 21'-'1 1!2" L21'-m I/2" iv 2 4-W�" 41'-3 1/4" 22 -9' 11 -0 �2 -II ; ® 9TOR" DRAIN !`-14N�OLE Checked hy: PRT , J 1, i Job No.: 970522 CJ NEW WATER METER % 4'-Olt , g T�-:-�— Drawing Nc.: P—SITE•-1 ._ g AT 8'-®"•bm'_g _ (r SANITARY SEWER L4rER4,_ AT 20'-0" ''OLE 0 X34 46 SCREENED DUMF T • •• w ( ----— - - - Q, Bit•'g�'S2 AAD OsIJRE W/ CONCRETEr • • It .. NORTH .. SITE PLANS[TF_ • • C CVELOPMENT ... '• PLAN `;HEFT C1 . 1 Ill it,98-0U26I 79110 SW DURIIAM I'(i 5 of 26 If II notice appears clearer 111:111 the i U N 0 1 2000 * Icumenl, the document is of m;>r�u>I;tl qunlity. ., Illle'Icl�lilllt'O 11 ffllllllllllillllllll .�. �, i ► iIiII ' I � i ! I Illi ; ! ! I Ililil !�iiilil ; i III IIt � I Ifl 11` I• �� : , IIII 11"m M4 1t m CHINA _ _. I IT t I tt=+ t t t ti t I I � t itt) !; 1it t' t! t t I' t iii ...�.t �.!'!!II!lIII;IIII!�It"{II!{ISllii{I!!!f�ll!!!!III!I!{II!!!!I!! ,.�IIIIi11.11JILl!I11111,�!111 IIIII�Ji(Itlllill. .IIIlliill 111i1.I.I !1l1�.LII,!Il,i�ll! il!!f IIIIl,ii1(l.ill,f lliiil,...nl.._.III!I.I.tI....IItII.Ittllli.l.:.111•.•.,.lul,,, 1. s ona Construction Services Inc. 9025 S.W. Center Street ' P.O. Boz 23784 Tigard, Oregon 97223 Phone: (503) 620-2086 FAX. (503) 684-3636 ell • IsI � --- ...."'.----�. _ •�_ ---- C.I O.N. � �—_ `\\� �W. ..".. ...�.-�'�� _ ExI•2EUDED -- CATCH 15A51N •��.�� SEE DETAIL vC2 - _ EXREUDED ,se.'. I G.Iof SIM. �\ _ _. r -----REFER _ REFER TO DETAIL GI 3/C2 FOR DISABL=i� --PARKING INFOR'-tA?ION. REVISIONS: J . 1 I j I I I ' I OFFICE ! WAREkOUSE / MANUFACTURING _ BOLLARD - TYPICAL I A11821001 <F'-0" SEE DETAIL 11/C.I PROJEC -- -T:— -- — I I MERGER i BUILDING 9 7800 S.W. DUPHAtit ROAD TIGARD, OREGON 97223 I � CLIENT: ! I DAVID METZGER I � _ __��. BLOCK RETAINING WALL GAS REQUI}EG FT4 k__- I INSTALL PER MANUFACTURERS IiI--- - �-" •"--'�" I 51DECIFICATIONS. P.O. BOX 275 EXREUDED — -' RESER 7C DETAIL. 2-C.2 FCR D15ABLEc SHERWOOD, OREGON 97140 I CURB - --mac__,. / PARKING INr-CRMA'i , Date: ! c.l 51M. — _ Im i Scale: 1"=20' prawn by. JDA �-- Checked by: PRT e ' Jab No.: 'y70522 � 1 -- 4" CCNGRETE SLAB c.l r� _ browing Na.: P-SITE SIM. . i BLOCK RETAINING WALL AS REQUIRED 9 INSTALL PER "4NUFACTURER5 SPFCIFIGh,T!ONS � 9 I i-m-see, Wit- .....--...•-�� • •4 « • .. NO • • s+ SITE PLAN _ _ SFE DET AIL PLAN SHEET LC1 o2 11111,98-1111261 7900 tiW n111111AM 116 X 4 26 ..o,:r,...u.+.mnw+�ren�rr�riv:+.R'f�.vrtf•o*w,.n*v•-....�-r�.`@'M"(n4m�n-r,•_..-..,,.«rrewrinoM'.,:_, .. .. ,,. .�.; .... i , .,,.. ._... ,, ��. ,. � ..-...._... _ If this notice :11yenrs dem-el. Ih:II► the JUN Q 1 2000 +' °+ eument, the docunlellt is of nl:Ir�inal quality.. IIIICi'011lim'd �1j1�1j1�1 '11lIlIlilll�l i I�I�I�I�I;ItI (-1' �i�! �'�►I!I� � I�I� ;II� !�1 tFli ! f ;Ijili�;j lll .11�ilii' iIi!i�il! i !) ,i ! !Elill!;Ililll' ( iiIII �i i '.!I!� IIIA I 1i I i I" MADE IN CHINA 1 � 1111111 i ,il III - � ; ,..W t 1111.1111e11M;111II!1AII1IIIIt1l1lilIll11!111111111!1 IjL H, I;! IT ! lyI1i1111114 li flli�Elll!lili�illll!!!!�II!!I,II.,III,., ..II.!,.,II,II!I��Ir�Ill.r,.11l,r ,.,�II,II„r,.,,r,llrr�,lrl!I,. ll,,,,, I,,, II Ir,11lIIII"rl, _ and Constrl,,ctien Services Inc. 9025 S.W Center Street ' P.O. Box 23)84 Tigara, Oregon 97223 S. w Phone: (503) 620-2086 FAX: (503) 684-3636 Al 0 0 mi 7�'77777- , Illi,iiiiiiii,illllllIIIIIIIIIIIIIIIIIIIIIIill,lllllI 9 _� 126 Al RIM■152 RI�1.Ib t8 1 O 55 s1 \ \ IIS\ REVISIONS: 41) I IN, AW 154 ( y I ! I 1 1 s PROJECT: FINISH FLOOR �.�. EL 154.,5" . MET�G�R 5` '� I RIM.1— `� RIMS- ' lab i 1 i BUILDING I, \ 7800 S.W. DURHAM ROAD T T ` TIGARD, OREGON 97223 ' I I CLIENT: DAVID IN THE NE 1/4 OF THE NW 1/4, 5ECTIC)N !3. ''.25., WASHINGTON COUNTY, OREGON METZGER ELEVATIONS ESTABLISHED FROM: P.U. BOX 275 U.56.5. CITY OF TIGARD ELEVATION DATUM: �y �- _ ..� , ]k • n _ - z_ - N°'° + I BRASS DISK IN CURB AT THE SOUTHWEST SHERWOOD, OREGON ;97i 4G CORNER Cr- THE INTERSECTION OF S.W. ,6TH 1 AND BOND STREET. INDEX NO. 113 . ELEVATION 14839 y SITE DATUM • 15234' Date: •1• (N.E. PROPERTY CORNER) N RIM■153 -- ". - Drawn by: JDA a� -- EXISTING CONTOURS Checked by. PRT I Job No.. 970 2 I Drawing No.: P— ADE- PROPSED GRADES I1 I EXISTING GRADES .••• Ilk e_�,_.� :.�-234. ' •.. , GRADE "BREAK" LOCATIONS '• •' .`••" , REFER TO SHEET 13 FOR ACCESSIBLE ROUTE LOCATIONS. ! ALL ROUTES CR06el 's VEHICULAR WAYS SHALL NOT HAVE •• •• •, A RUNNING SLOPE GREATER THAN 5% OR A CROSS SLOPE •• •• . " I » GREATER THAN 2%. �•••. GRADING P N GRADING PLAN sHLEr LC 3 I ___ 1u n',;'H-00261 -moo sW Dl.IRI IAM, I't; 7of26 I ...,-r<T"n,r.. W..,-T n.^n.w.r......._. .w.o.r.',.v..�.-.�.rAe-: �;..r,ew,,rw.yoMF+�Mrr.;,.^�v.a,t.�,rr.�r ;a::y arlry r;T....,...,r...�.w,.y.pn,mv/wl.�i�.�N 4P n.'r �. '1•' .... .,..,.,. ...., ..__ ._.. - - ♦v^v ry If this notice appeal clearer th,1n the JUN 0 Z 200 + S ! cement, the Ilocunlent kof markin�l gn;llil�' I11I .(0,0111cd " ijl�f(I (I�I '!!i!I! i � Ijl �l i !�!jl� l�ll�! f !i�ii`li!�!'I�) I�I�I�iil� i ; l ' !�i �(�!�i �;�i i j�!; . ,i{i!i�i !' i !!! :!I{i{ij! i'i!I ;i�i!I�� ;i Ilfjljlli�l(iil!! I ' �li!III!I! i�i I(ill�!�!-If!i•! a f IIICMI MADE IN CHINA � - I b!!hIII Il!!I 1!!111! 111 ( IIH !Iii il!!1111!!i+!illll! Iil11!!f111!!I!1I!iI!!!!I!I!!!!!;!lIII!!!!!!II!!!!!I!!�iii �i;illi: �i11'I""111'1!. ""!!! I'll!1!��!' 1111�111!11111!1111l1{111:1111+' ' ! 111111n li 11 ILII. _111..-11, ".�_ ��tlll,lll I (llf_ .."i _.. ..1 _.._. Ir.._,_.i__L..__.1....._.�. II :.I I ....III III 1 ill,lllll ;..».. .... .. _ . .. .. _.,.: _ .. _.. .. ., ,.♦+ ,.,. :,�.�':...,r.:...;,c,iW�.al-'N-i:....,;:�.....wdblcw::a.rw.:.:k-w..�,�,• .. ..,.. _ i GENERAL NOTES INI`OWATION ON EX16TING UTILITIES AND FACILITIES WAS OBTAINED FROM THE OWNER, SITE VERIFICATION AND "AS-E5UILT" DOCUMENTS FROM WCRK PERFORMED ON S.W. DURHAM ROAD, end Construction Services In,_ CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIF'Y'ING LOCATIONS OF ALL UTILITIES AND FACILITIES 9025 S.W. Center Street P.O. 80>< 23164 Tigard, Oregon 97223 �— SANITARY SEWED NOTES - - _ - _ __ __ ---_..---- - W v tJ Phone: (503) 620-2086 WITHIN (503) 684--3636 NG TµE SANITARY SEWER LINE FROM THE EXISTI6.S L INE TO 5 -© _-__- OF THE BUILDING SHALL BE GON5iRUCTED OUT OF Rv.G., ASTM D-3034 "-GR 35 l ALL PIPING WITHIN 5'-O' OF THE BUILDING SHALL BE OF A MATERIAL J";C,i 5 AFFROV:A FOR INFERIOR USE. ALL OTHER PIPING CAN BE 3034 P,'.C. EXISTING 5.5. LINE _ JNLE53 OTHERWISE NOTED —ELEC. AND CATV CONDUIT 5TUf35ED TO SITE-__.._ - / / SERV!CE TO BE INSTALLED PROVIDE CLEAN OUT EVERT 100'-0" LF. OF FI ! --EXISTING STORM UNDER BW. DURHAM ROAD TO $EWER CATCH POLE AT NORTH SIDE OF � CONTRACTOR SHALL EXPOSE✓ EXISTING STUBBED LINE I O SITE. - - -- BASIN STREET. `� f ,. LOCATION AND FIELD VERIFY EXISTING INVERT OF 8.5. PIPE. THIS SHALL BE DONE AT BEGINNING OF PROJECT AND ENGINEER SHALL BE NOTIFIED - - --- EL O G ----- �- - � � EXISTING LINE STUBBED � IMMEpiAT Y. — _...._._,.. ---- ..•.�._.�-- _-- -•.� ~1.'-_��''— '_�- TO SITE', FOR FIRL NYDRANT5 _ FIELD VERIFY LOCATION/ 17 \� t 6.5. STUB STORM DRAINAGE NOTES I.E.•153.tLt3 -`�'- 1-� "'--•.»�-, -�--. i�. 1 9 PROVIDE CLEAN OUT EVERY lora'-O" LF. OF PIPE AND AT EVERY DOuIN$POUT, r: �_ - _ Exl3 NG 15"0 kYF'I1.ika�„_, SANITARY SEWER "PUMP STATION.” DETECTOR, DOABLE CHECK STO $EWER ALL PIPING WITHIN 5'-O' OF THE 15UILDING SHALL BE OF A MATERIAL WHICH IS PLUMBING CONTRA.,.TOR 16 _�'-�.___ ,, LINE '- VALVE AND A$$EME3L1" IN VAULT= � _ APPROVED FOR INTERIOR USE (ABS.) ALL OTHER PIPING CAN DE 3034 P.VL. RESPONSIBLE FOR PER1,1!T8 A : `•'_`, r EXISTING 3/4 WATER METER—- �l- '- ,, , � EXISTING I.E.- 149.5' UNLESS OTHERWISE NOTED. INSTALLATION OF STATION �.. —`-- ,,�-VVV'1.'-Y"��V LINE 9 b" SD L•115' S■0.01 •�,� ��-�.,- �-�.� � I CONTRACTOR SHALL SUBNIITT 70 THE CITY OF TIGARD, FOR APPROVAL DRAWINGS AND SPEGIFICATIONb FOR ALL CATCH BASINS W/ OUTLETS !+~-�_ I % �- FIRE LARGf•R THAN 60 IF ALTERNATE: CATCH BASING ARE USED. SEE l4/CZ) ` � l HYDRANT _:C.6. 8 -- yam` I RIM 151h' � I E..151 gr05' PLAN FOR BUFiED PIPE TRENCF� INSPECT TRENCH IMMED!ATEL- AFTER CONSTRUCTION, THREE TIMES A YEAR ——— —— —` _ _! b"m FIRE L_' — _ - I ———_— _ — L + .• -- Q � —d"♦ FIRE LINE w E � ,�I »�•. \ fir,..,.�.� _�._ ..r,�•._ .a'•-- FOR TWO YEARS: AND ANNUAL'-Y THEREAFTER INSPECTIONS SHOULD �`°"� `- -r i \` LOOK FOR PONDiNG AFTER LARGE STORMS, WHICH WOULD BE AN INDICATION IFUTOW ' IOF : OCsGING. NAND INSPECTIONS SHOULD ALSO BE DONE IN THE: UPPERSIREANT -" ' HYDRAN` STUDGAP INEL•:YER OF SURFACE TRENCHES TO CHECK FOR EXCE55 CLOGGING. FOR6 EXTENSION ATER QUALITY FA-IL.ITY i PIPE SIZING HAS BEEN DETERMINED BY THE UNIFORM P;.UMBING CODE, 1 S•� I I IIT 1 I \ TABLE 14-2 USMG 3" OF RAIN PER HOUR BURIED PIPE TRENCH) &E DETAIL I/GlZ ' — Z-1 - ZA� LIVE NO. 1AREA 11,315 SF. 6"0 LINE lG NO. U j - - REVISIONS: Ip LNE NO. 2 IN 4° S L* lam' g .__ __ 1_ { i A 8-b-98 REVISED PER CITY AREA • Ib,200 S.F. 8"0 LINE u� I PLAN CHECK I , LINE NO. 3 AREA 4,WO SF. 5"0 LINE --- ----- I 4�' \4i4 (] N (ROOF) LINE NO. 4 .=.fir.: 11,315 SF. + 16,200 $F. + 4,800 S.F. = 32315 S.F. (LINE 1) (LINE 2J (LINE 3/ 10"0 LINE Q ' UNE NO. 5 W I � .t"a g.n�. �..__ �t2'0tZ' S• O.ta34 4"b 4 a L= T�00 S• 0.034 � I AREA 3,628 $.F. 4"0 LINE ; (C5 NO. 2) LINE NO. 6 --ELEC. AND CAT•Y -__-T_�_� ' i CONDUIT / SERVICE � :F N 1,800 $F. ■ 3"0 to ; (CB NO. 4) LINE NE7 7 PGE TRAN5FOR"°IER AND PAD ".F-= 32,315 $F. « 3,628 8F. 35,943 5F ! ! FIN15,4 =LOOR ELEV.■154.15' I - (LINE 4) (!_INE 5) 10"0 Llt�;lr PROJECT: LINE NO. 8 _� ' _ - -E.4 = 33,943 S.F. . ,.300 • 31,143 $F. I i RIM■153 8h 0. E� I �� CLINE '') (LINE 1o) . 10"0 LINE 2.2 11 J �{M 155, ?� METZGER UNE W. 9 I BUILDING IWI 1,821 $F. 6"0 LINE LINE 1 I t .INE NO. 10 I ( ! ? ! I 7900 S.W. DURHAM ROAD ,84,540 SF. � ! I j TIGARD, OREGON 97223 A N 1 21 S.F.$F. • 6,115 SF. ■ ' I 4"0 5.9. 4"0 $.$� LINE 9 G8 NO. 3 6"0 LINE � — LIVf: X0. 11 ' I I L• 45.00' S= 0 02 `° L• 45.00' 6= 0 0 ( 'LIENT: - -- -----•-- AREA ■ 14,540 SF. + 31,143 SF. - 52,283 SF. �/1 LINE 10 LINE 8 11211♦ LINE I ,� ±' DA•ID I MEAGER WATER SERVICE NOTES � � .. _ J - - - — << 8 O 014 — I I --- _ � F-' �, BOX X 2 15 SHERWOOD, OREGON 9 140 ! ALL MATERIALS AND DEVICES SHALL BE INSTALLED FE:R AWWA I I + U b I STANDARDS AND APPROVED BY THE CITY OF TIGAR«J. SUBMIT5=0(056 I I REQUIRED DOCUMENTS AND MATERINL D�.TA FOR 4PPIR.OvAL AS REQUIRED. - I T«4E EXISTING WATER SERVICE WAS STUBBED "o TN15 SITE Wo1EN THE �_ t.�=a IMPROVEMENTS TO DURHAM ROAD WERE CONSTRUCTED. I �` ( 111�_5 .� - °"" Z ,� 4111 j Dote: 1 - "HE CONTRACTOR iS RE°vP,3N5!BLE " YERIF C,.ATiCN OF ,HE EXACT ' � � - '± \ I Scale: 1♦ --20'- i-OCATION OF TPE EXISTING LINE. PROVIDE A i�OUBLE (>4E CK VALVE �C-B. 1— AS$EI"IBLY ON PRC'fIr 51DE OF EXISTING 3.,4"0 METER. i II ! Drawn by. JDA RIM=1533' �I � Checked by PRT FIRE W'yDRANT LINE 5NALL BE GLASS 52 D OR 030(0 PVC j I.E.=15181' Job No.. 970522 PRE HYVRANT A65E1`•�E5LIES bNALL BE COMPLETE W/ ALL GATE VALVES, RETAINER GLANDS, OPERATING NUTS, ETC. I li Drawing No.: P—FACI TY--2 AS REQUIRED FOR A COMPLETE, CITY APPROVED ASSEMBLY. - EACH FIRE WyDRANT 6v44LL tA5E INSTALLED UPON A F'RE-FORMED CONCRETE BLOCK WIT" 1-1/2" CUBIC, Y ARDS Cr- CRU5HED ' --- ,'J ••r-__1 - - . - 1 1/2"-3/4" DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF TF,E DRAIN I4+^Ga'c.. TO 5EPARATE THE ROCK III THE EARTH C:7 VER. I II 'r s--•-_�_�.-:�----..�--"'....�•- .....: .:.., • « � ' .,_, �z-zr.-: ..»+»••»'ter"" °°• TES" AND FLUSH PER GIT"' OF TI�,ARD IRE0.IIREMENTS ==•._ -� •_.,- _N.,,..,.......■. —�___... - _ LINE T Y �' E S «,.. PROVIDE STATE APPROVED BACK FLOW PFVENTIUN GEv'GE �._.L.--•— IDOUBLE CHECK VALVE ASSEMBLY) INSTALLED ON THE PROPER'T` SIDE OF METER. THE BACK FLOW DEVICE': SHALL BE TESTED BY -- I ••�°." , OWNER WITH RESULTS FORWARDED TO THE CITY. STORM SEWER LINE I «e••«a IPRICsATON SYSTEM MUST HAVE THE PROPER OREGON STATE .... ^»•> APF--,ROVED BACK FLOW PREVENTION DEVICE. •"•� -- -�'• SANITARY SEWER LINE PROV!r?E .G UTILIT•T' VAULT 661WA W/ JD-3AL BILCO DOOR OR AF'PROVED EQUAL W/ 6" DETECTOR DOUBLE CHECK VALVE A$JEMBLT'. VERIFY SUBSTITUTIONS W/ CITY OF TIGAKV. NO ........................................................ FACII>,.� PLA A WATER LINE INSTALL POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 FACILIYT PLAN H T SQUARE FEET OF BEARING ;SURFACE AT EACH TEE, CROSS - l - -- Jf l�� I -- -_ - AND E3ENL� LOCATION I 1"■20' —— —.......r... FIRE HYDRANT LINE ...._.._.._.._.._.._.._.._.._.._.._. ELECTRICAL AND GATv i s lit 11,a1N-110'161 7800 SW DURIIAM ♦s. 2000 If this notice appears clearer than the JUN 0 Z document, the document is of marginal quality. I►llt ft111II11�'(I s. I T11111lllll Ilijill�l�l�l I I�Ir±�Ili;I�I I--r�rj�►�l�,�III lI,Il�iilll; , il;lii!i ', ;ill li;ill ,l�ili; !iiiii il�;IIII Iiilillji�ij ;i illjlilil�Ililll! I Ijljlllj�; l it±cilli +ill .I ! j• � INCH MADE IN CHINA _ tom.. _-- _• � __ 1 A 1 is 1 _W tf I A 'I:1'- "�� ?4 I II� ! 1 IIII I ilI i' ! 1 'i"' i I I I+ItI li nl n t "t •..,'' +ttt nl t +1♦+It , In,l{, Ittlllltliliiiillin!1'1!Itt1111, I t 1'1{,l11 r ', ', IIII II,,,II I.II, III II,,,JIIIII ill Il,I!I. .IIIII±! I !ill(! IilI±Il.I IIIIIllllll ii!l.IIIlIII!!Llllilii±.11lll.i llllll!!.�ltlli!!l!iliLlIIIIlI{IIII!l,l.1I1111.,••,'111..,..111!!„n:,I!llt,illilt,t,+Ili,,,,,,tll♦Ilt,t..•ILI ,ttt .II •t +t t _ ,+ +flt{L+I,,t_,, ppo s � I F, jJll HE ME c,nd Construction Services Inc. 9025 S.W. Center Street P.O. Box ..3184 PLANTING SCHEDULE Tigard, Oregon 91223 �_ COMMON NAME __ ___ ._.__ S. W. Phone: 1503) 620-2086 :T +" SYMBOL - BOTANICAL NAME _—..__. SIZE(MIN_) 5PACING ___ - ----- ------ -----t-- --T------- _ LJ j� H FAX. (503) 684-3636 j CHANTICLEER FLOUJERNG PEAR - `� M - - PYRUS CALLERYANA CHANTICLEER ! 3'' CALIPER 20'-0" OG. _ 1� �� 12 ASR RU SRjt .j-�_- 2" CALIPER AS SHOWN __ GOLDENCI-lAIN TREE _ ZI + j ^_L45JRNUM X WATER 'VOS8Li' b'-0" HIGH A9 g�IOU�I •��: -- ` �` � I y ` \ 5Js 0 AR50R\/iTA _�- _— 5 GAL. CANS A5 6Hai�iv ---- ---� .--- - - , N 1 THUJU y/ - y 'R t�,t-Ci DAVIDS 'r 'BURNUM 52 ® ---- - ._----- 5 GAL. CANS 45 SHOWN - DAVIDSI I VIBUIWJUM + 1 4+ 2� [� RHEINGOLD _-� 5 GAL CANS 4'-0" O.0 V THUJA OCCIDENTALIS - LMS RHODODENDRON 64 ANAH KF�.IS�•8CE � 5 GAL. DANS A5 SHOWN CLEM.,%T I$ —L A1JN CLEMATIS ARMANDII -- fi7' POTS AS SOWN _ PERIWINKLE 4° POTS 2'-0" OC 1.\ -LAuJN RED CARDINAL e WI$TERfAFLORlBUNPA— CONCRETE JAPANESE WISTERIA 5 GAL. CANS A5 SHOWN -- STEPPING STONES AZALEA , + BOLLARD TYPE r ' 5 GAL. CANS i AS SHOWN BOATLAWN I -- +! -. sr .__.J LIGHTS- TYPICAL. LAS BOLLARD TYPE LIGWTS- TYPICAL. � I _---- -- i — - - REVISIONS: - _-F -- -� ROCK WALL FROM ON SITE BOULDERS. EXISTING TREES _ COr"ON_N_A_ME QTY SYMBOL — BOTANICAL NAME SIZE SPACING + 1 BARB: LEAF MULCH GROUND COVER SEQUOIA „ 30 Ib d AS NOTED I SEQUOIA 3EMPERVIREN$ i ( 1 _ GRAND FIR 8"O AS NOTED I 1 -�---(ASHG$ NOBILIS) OAK 1 _ (GJERGUS COCCINEA) I84, AS NOTED PROJECT: DOUGLAS FIR I � ------- ------------------------._. ..-------- (0 o A5 NOTED METZGER "%,I ,,�' • ; F'SEUDOTgUGA ►"'ENZIESII) ! I BUILDING 64, A5 NOTED I I �y� • _ — TGO c RD, OREGON A 97223D • EXISTING TREES TO BE REMOVED I i CLIENT: AVID METZGER P.O. BOX 275 LANDSCAPE NOTES o �GEPP��STONES SHERWOOD, OREGON 971 I r I -ROCK WALL FROM Date: 7 -1- `1(I> I. ALL LANDSCAPED AREAS 5N4LL BE PROVIDED WAN IRRIGATION I - I r ON SIM BOULDERS. ,1p - Scale: =20 SYSTEM. THE CONTRACTOR SHALL PR(:,'VIDE IRRIGATION DWG's TO THE CITE OF TIGARD FOR APPROVAL Ir- REQUIRED. �`� � _. Drawn by: JDA j Checked :)y: PRT 2, ALL PLANTS $HALL CONFORM TO ALL 4PPLICABLE STANDARD5 OF �' Joh No.: 970522 THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY 6TOGK" ' AN.S.'I2160.1 + Drawing No.: P-LAND 3. PLANTING BEDS: PROVIDE 12" MIN., SANDY-LOAM 501L AT PLANTING 13EDS W/ 3" MIN MEDIUM BARK. OR LEAF MULCH. I 4. TREES t 5C"RUBRy AT ACCESS POINTS TO SITE SHALL BE MAINTAINED IN ! "'•'•' •° "tl e' ORDFR CST A 30'-0" CLEAR VISION AREA. NO OBSTRUCTIONS I l _� ' "•••' 4RE ALLOI.JED BTWN. L i 8 FEET ABOVE GRADE IN THESE AREAS. ' rr•♦ ` . to ► • I 5 F°RC'✓IDE PROTEGYION "FENCING" AT �.LL EXISTING TREES 1Ji�IC�a c,RE _ •• '• ..... TO REMAIN. LOCATE AT DRIP LINE OF TIREEE5 TO BE SAVED. - �' _-.------ `-- - \ /� • 6 ALL LANDSCAPED AREAS SHALL BE GONTINUOU50' MAINTAINED AND -- - - •°•••• i •, REMAIN SUBSTANTIALLY SIMILAR TO THESE PLANS. - " •••• • O'✓ER 759 OF THE EXISTING TREES ARE TO BE SAVED. THEREFORE A LANDSCAPE MITIGATION PROGRAM i8 NOT REQUIRED. NORTH PLAN _ y LANDSCAPE PLAN SHEET C1 * 5 111 1''18-00261 -_-- goo SVS' DURHAM I 116 9 of 26 Rlow . _ Ir this notice appears clearer 1I1:111 111v i U N 0 2 2000 ument, the document is of 1111C1'U11l1111 d jT�(III!ll '!{llill�ijlll i'lllllllll;lll I (I !j!l!�llj�ljl !lljllijliiji ljilllll! �� ( �� ,!�ili,i ( jlll Ii�Illll !'illjili �il ; 1 liljljljilljijij' 1 I!l !� I { i ! ! !� !, I-i ,;' 41 _ INCH ' MACE IN CHINA �---- --�— �-- fr } Z� is illi (ii {�I IIII li 'ill I li�i 1 tai �� f hili ; f �I � ff `!n1 (IIII,{�{III,IlIIj!lLl�ll,,,illy,Il,L,ll... .l,((�(1((.Ilil�j(I Illy,,I-�l 1111,,,,II1 11.;d1111li"!11N11.:. i�llllhllf.,1111111IIiilil,..i,llL...1.Iiil,L.,l1111..11!!lil:iu , •,1;,, :,,,I„Ij,.,...,, jl. n1,1 l , ! (n..,..,1,1.„,,,Ii�l,��, l,I,. i _. I t and Construction Services Inc. 9025 S.W. f_,ger Street ' P.O. Box 23784 Tigard, Oi-gon 97223 Phone" ^✓-' (503) 620-2086 FAX: (503) 684-36M t1i\6 a aftPp'Il1)�- PROVIDE 1510-15,465 -7 QK • 5 _ — -- `�--- --- - AT EX15TNG CATCH MIN. 5ASIN. GEOT�ERADE REI ADT `��G,��hrgUFR1 GLEAN PIT RUN OR 2'' MINUS GRAVEL / \ AOR LARGER A8 NEEDED) / NOTE SNAr-E, S'ZE. AND PLACEMENT OF 6RANEL CONSTRUCTION rNTWANCES A8 SNOu,N IN EROSION CONTROL FLANS ARE APPROXIMATE AND '✓4RY WIT" SITE CONDITIONS ANG CONSTRUCTION SEQUENCING. I \ \_ 1 csRAVELED � I — M— - CONSTRUCTION - ENTRANCE �, \ \\., PROVIDE 810-5AGS � '� ._-- ---- -------�_ �.� � \� AT EXISTING CATGN CONSTRUCTION ENTRAN�E \ DA61N. N.T S. 1 REVISIONS: .< _ I .. ..._..• - SIDEWALK. CURB a (aUTTER -,. '1t*r ©10-5465 OR t.' STRAW BAIL$ CATCH BA$IN I STRAW BAIL PLACEMENT OFFICE / WARE+-�C�ltSE / MANUFACTURING ! 21 mmm g,=. a� PROJECT: •D L I MERGER BUILDING 17300 S.W. DURHAM ROAD FILTE!o r...- j6E S' ITGr+CD L.C)OP5 f TIGARD, OREGON 97223 FILTER FABRIC t1AT)rR.AL FABRIC CVER 2"r 2' P031Oa 36" WIDE ROLLS Mvr>:RIAL � CLiENT: I - DAlICD ' 117.. . --- � ME'T'ZGER ME :t,r'ii :Till I •.• F.O. BOX V i�tiillfUl �; ,F. d SHERWOOD, OREGON 97140 Date: — b'MAxIMUM SPACING - —_ lam=-----� _-� Drawn b,, JDA FRONT VIEW SIDE VIEW Checked by: PRT _..._._.._ -- - SEDIMENT FENCE IF 917E Job No.: 970522 WORK 15 FEWOR.^IIED DURING Drawing No.: EROSION -FALL / WINTIFER 1"MONT"5 ---- SEDIMENT FENCE 1. BURY" BOT701'"I C-r- FILTER FABRiC 6" L=-`'l�� • •••• VERTiCALLy BELOW FININ4ED !RADE. - 2" 2"x 2" FIR. PINE OR STEE1_ FENCE P08t8, NORTH . SITE PLAN EROSION •• « 3 °v'ITC►+ED LOOPS TO BE INSTALLED • • DOUNNI11.1_ °VICE OF Sl OPE. CONTROL ',zm' PLAN q ALL AREAS Or FILTER FABRIC TRENCr•+ l SHEE i - C1 . 6 ji -- J ItUP'►8-00161 7800 SW MIRHAN1 pG 10 of 26 If this police appears clearer 111.111 the ! ,, JUN 0 Z 2000 document, the documc"nt is of marginal quality. I � T1 T I1 lI lI II II I I I I lI i( 1 iI 11 l II'i lI i( �1�ijIIllil't! iu1Il-sled 11111 I I, , 71111HI11,11I!1111 Hill ill i1ll �I! _;1111! 11!i ;111111111! ,!I Iji1111h111H 1N4N F. MADE l ITlTIIIIIIIIIIcI,ltttl 1,l III'IIDII_II� , I . ... 1111!!II _ 11.. .r. _ L... .... _ 3'-4^ _ -� _SIDEWALK- SEE DETAIL SIDE'LALK- SEE ETAIL. 3 --- -�----_ I - /�� MAX. SLOPE 1:12 CONCRETE SIDEWALK "- V --CURB JOINT _ _ -_-_ --- � ! c�n d C o n s t r u c t i o n e r ✓Ices n c. i 2" OF 3/4" r11Nu5 SEE DETAIL a 4'' CONCRETE SIDEWALK I _ 2x SLOPIr - -- E 5A6ERoeK 19025 S.W. Canter .treet = P O. Boz 23784 1 --- TEXTURE i i Tigard, Oregon 97223 TEXTURE FOR GUI INFO - I _ _. �� a REFER TO DTL. e _ I F-- 2� SLOPE I a ,FOR TYPICAL c.uRf3 I Phorle. (503) 620-2086 ' INF ATION cures Rare FAX: (503) 684-3636 -, "AX. SLOPE I:'2 �1AX. SLOPE \12 _ j — 2" OF 3/4° MINUS BASE ROCK in LE SITION !— `' ! L TRANSITION BETu1F+\ AND GONG. - C. PA✓EMENT B A.0 AND GONG \ \ N O T E 5 COMPACTED �` SUBGRADE i fs- ' "I -7T•�T _r.'- - COMPACTED SUBGRADE CONCRETE e44ALL BE 3,000 PSI AFTER 28 DAYS, ill - t W SACK MIX, SLUMP R.�NGE OF I In" TO 3" / 4" WIDE PAINTED - '- -' _ PANELS TO BE 4" LONG. PROVIDE TOOLED JOINT STRIPES. �� EVERY' 4'-0" O.G. AND AN EXPANSION JOINT EVERY •:� - .J...!'�j: 12 -0" W/ A PRE-MOULDED MATERIAL, ASPHALT , N O T E S IMPREGNATED, W/ A THICKNESS OF 1/2' 4 WID I;•ITED � CONCRETE SHALL BE 3,000 PSI AFTER 28 DAYS, 1 STRIPES. FOR S DEWALK ADJACENT TO Ti-4E CURB AND POURED AT 6 SACK MIX, SLUMP RANGE OF 1 1;2" TO 3" _ I THE SAME TIME AS THE CURB. T�4E JOINT BETWEEN THEM SHALL 8E A TROtJEuED JOIN 7 WITH A MIN, In" RADIUS. -- --�----- PANELS TO BE 4' LONG. PROVIDE TOOLED JOINT EVERY 4'-0" O.C. AND AN EXPANSION JOINT EVERY �`� b" CURB, SEE DETAIL 8 REFER TO NOES - SPECIFICATIONS FOR A.C- INFORMATION. b' CURB SEE DETAIL 8 b" CURB, SEE DETAIL 8 12'-0" W/ A PRE-MOULDED MATERIAL, ASPHALT IMPREGNATED, W/ A THICKNESS OF 1/2". SEE DETAIL 3/C2 FOR i71aA;-5LEC, P&WING NOTE6. SEE DETAI" 2/G2 FOR DISABLED PARKING NOTES. EWALK DETAIL. CURB / SIDEWALK DETAIL. 4 CURB RAMP D t. 'AIL � SIDEWALKDETAIL 10 CURB / SID 7 _ -_ _-- - �. _.__._-_____.. _ _ __ TOOLEf-.) JOINT OR CONSTRUCTION JOINT J____ W' WIDE PAINTED R,c1.nIUSE^. EDGE -TY"f' - \ / IN CONCRETE STRIPEB, ---' ''� GIA DRAINAGE PEDESTRIAN ACCESS, ..------ F,LL PIPE uu CONC. \ •--�`^ _ --- (SMOOTH TOP) BLOCKOUT w 10' O.C. 4 -0" WE IDE, PAINTED WHITE. a A.G. PAVE>'>FENT ;}EE ACCESSIBILITY NOTES 6" CURB-I"IAINTAIN _.. LEVEL TRANSITION REVISIONS: ON 13/C2 TYP. CURB HEIGHT, /r BETWN. AG. AND CONCRETE. T ----4" CONCRETE SIDEWALK b" EXTRUDED NO SIDEWALK AT 511"1. ---- ---- ______ CURB • �' PROVIDE A MIN. Or- 61, Fb" OF COMPACTED (50%) _-- - GURt9 RAMP I 3/4" MINUS ROCK MAX. SLOPE 1:12 4 o GAL-V. PIPE - - - SLOPE RAMP 8% MAX. 6, , mAINED GREEN SUBGRADE (I VERT. TO 12 HORIZ.) 1 *33° _-_ -- � _-.-.-- -RAMP TEXTURE CONCRETE N O T E S .� AT EAC:)4 POINT OF TANGENCY OF THE CURB X 4 -0 SIDEWALK K AT EACH COLD JOINT, AT 30' MAX. SPACING / -- 9 I i i I MATERIAL SHALL BE PRE-MOULDED, ASPHAL.' / PROJECT: I _ IMPREGNATED, W/ A THICKNESS OF I!2". / `/ �'� ;.IGHT BROOD" LE' /EL TRANSITION BTWN.-�'� Q4 ExTURE LIGHT BROOM FINISH W/ _ FINIS1 - Tom I w/ CONTRACTION JOINTS: -- TOOLED.. EDGES. 5PACIN63 NOT TO BE MORE THAN 15, A.C. AND CONC TOOLED EDGES ME�t'ZGER _ I _ THE DEPT�4 OF THE JOINT SHALL BE AT LEAST I LANDSCAPED AREA BUILDING 7800 S.W. DURHAM ROAD F!GARD, OREGON 97223 CURB RAMP-DETAIL CURB RAMP DETAILRD DETAIL CURBB DETAIL _FF 1. CLIENT. DAVID METZGER --- 8 -0•' • 51M. 3'-©" _ _ 2'-6" • SIM. - CONCRETE SIDEWALK 2�-6" • SIM. P.O. BOX 275 -- FILL PIPE W/ CONC. QFFjER TO SHERWOOD, OREGON 97140 j (SMOOTH TOP) DETAIL 8 2" 3/4" MINUS BA°a ROCK Date: - 4 ' Scale: Drawn by: JDA RIADIUSED EC)GE-T1 P-----. 1'• GAL V. PI?E a ° � Checked by: JRN \ EPDXI'-TYPICAL Job No.: 97022 AC PAVEMENT � _.__ Drawing No.. P-SITE--DTL I PAINTED GREEN r � COMPACTED I «• N O T E S SUeCsRADE •••••• •... 1 - — I _CONCRETE CONCRETE SHALL_ PE 3,000 PSI AFTER 28 DAYS, • _ A.G. AT SIM e, SACK MIX SLUMP RANGE OF 1 I,2" TO 3" •, -- - 81DELUALK PANELS TO BE 4" LONG. PROVIDE TOOLED '•; •«••`• + '-PROVIDE A MIN. OF T 1 12 JOINT EVERY 4'-0" Q.C. AND AN EXPANSION JOINT EVERT •"' b" OF COMPACTED (W%) ® I I I 1 I I I I 12'-0" Wi A PRE-MOULDED MATERIAL, ASPL4ALT ••*•«" :•".." • +«e•es • 3/4" MINUS ROCK I S I I _ I 1 I j IMPREGNATED, W/ A THICKNE£58 OF I/2". ee•e BEYOND CURB CURB EXPANSION JOINra r0 BE PLACED AT SIDES OF •••... • COMPACTED SUBGRADE --_ _ I__- _J° - - 1- -� r DR!VEUJAY APPROACHES, UTILITY VAULTS, WHEELCHAIR •....• '° • t� ° RAMPS, 1 AT S'P4CING NOT TO EXCEED 24' REFER TO NOTES / SPEC IF IC AT FOR A.0 INFORI 1ST LAN • SITE DETAILS SHEET 1/1*12EXTRUDED CURB BICYCLE PARKING RACKS SIDEWALK DETAIL Ill 11'99-00161 7800 SW I)IIRIIAM 'Ci I 1 of 26 _,_�.,,..,.... m_,,..... ......_._. . . .._ If this nnlice appears clearer Mian the JUN 0 Z 2000 dncuntettt, file cicicclmenl is of ic>tart'inal qualil.�• lilll'fllllllii('tl " II' il ' Hill! III ! Ili i 'i{i II! I !j! 'li Illjlll i .!I{I Illjijii�iil;)llllfli! '' :; . 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LwsTTe REVISIONS: NC 1in —RES MIFAGNC - C"_ �I J .• ••. . • ' • • ; �/% / ..,. I - _ -a PROVIDE SMOOTH AND — — • • • • • _ .. -........M .. I .—-_-- -.. ! LEVEL TRANSITION FROM �Q •• • • / - \ •� ••• •• �// F ( A.C. TO CONCRETE. SEE \\ 1 - of of of MASS a Is of eACKFU of o,* CLASS A 1 3/4' - C" � • �� \ 4" PAINTED STRIPES I (,SIANUL.AR eACKFU. • • • oo,• / �/ c —`►` O =- wr was•y 11",`� • •; . � „ . _ _ 411 •w tl i'_ a 4. • w •; i ��++��t �►1_;+�: roc No►+wb , 18" MAXIMUM SLOPE OF 1'50 �� • . . ! ��~,&N 42 ,i�v AT AISLE AND PARKING SPACE 1 • _ � •• U J-1 •. . .,1 I r�r�_ r.�..v►v era top � ►:. OJE C C_ { • •'�.�.•• �.�_... .. . I 1 ; 1'J ..b- i.•.� tnli(II A•Ad) N' e PR I. l• IJ i'.f✓ fyN1t 1 '.•1'.. L' iv PIPE NASII i� ..{3:•,.9 r.+P%., �•,•,. '.'L a c:" 1 O 1:.11.. �Tu:is ''I; 1, BAW W L IN STREET AREASry I i U I.,�•v l b ►Moj&,1 ..1 L.;&W METZGER 'r7 SIGN BACKCsROUND: BLUE 1 11 s/w I. ACX OU CLMS/W. ►uL 1p tt towea:T' IdEJ h•( SIGN DETAIL SIS LEGEND: WHITE BUILDING NI;ICcCI TO BACX Of S/W. ,vIMAT} I/MKdK INC M"&06�-d n-b-j,.f1 i. If S/W IS NQT AGAINST ( ►REI, 11.1'1 • I ob.) F XL Roca z' @ AUI( FROM CURB. CATCH t;3 A!31 N . .r r t:.',fs G b iw. &,r•T 7800 S.W. DURHAM ROAD ---�""— TIGARD, OREGON 97223 TYPICAL TRENCH DETAIL 4 CATCH BASIN 2 DISABLED PARKING 8 -----�– -- - CLIENT: ' CORN®CRETE SIDEWALK AND- - DAVID I METZGER D13At3LEG PARKING SIGN - - g P.O. BOX 275 r„I 4" PAIN ED STRIPES SHERWOOD, OREGON 97140 ACCESSIBILITY NOTES PROVIDE f3 GOTH AND - _ — . LEVEL .RAN91 T I ON FROM \ Q �,.C. TO CONCRETE. Date: I. ALL AFFECTED PORTIONS OF THE BUILDING AND SI'E: SHALL BE A CONSTRUCTED IN ACCORDANCE W/ CHAF'TE.R 31 OF THE OS 5-C � Scale: AS NOTED 2. ACCESSIBLE ROUTE:: � Drawn by: JDA PROVIDE A DETECTABLE WARNING SURFACE A5 NOTED ON DRAWINGS, C15ABLEI' PARKING SIGN - -- �' Checked by. JRN AT LOCATIONS WHERE ACCESSIBLE ROUTES) CROSSES OR ADJOINS A A Job No.: 970522 VE"ICUI_AR WAY, DETECTABLE WARNING-A ON WALKING 6UR1=ACE5 6.441-1_ f CONSIST OF AN APPROVED TEXTURE, AVD VISUALLY c:oNTtRQST WIT" Drawing No.: P-SITE--DTL1 ADJOINING SURFACES. TEXTURE MAY F.�E Oi3TAINED BY ADDIS CLEAN - r'+ASONS SAND TO THE PAINTED STW rE5. 3. TRANSITIONS: PROVIDE SMOOTH AND LEVEL TRAN317ICN F=ROM PAINTED ACCE35 WA'15 3 -8„ � •.w TO CONCRETE WALKS AND RAMPS. MAX:"t;`1 SLOPE SHALL BE I TO 12 f'-- • Al CURB RAMPS, 4. CHANGES IN LEVEL •••••• raarrr •• • ABRUPT CHANGES IN "EIGHT GREATER THAN 1/4'' 5"ALL BE BEVELED of TO 1 VERTICAL TO 2 HORIZONTAL. CHANGES IN LEVEL THAN !/2" SHALL BE T IB" � .•: • ••�• " ACCOMPLISHED BY MEANS OF A RAMP MEETING THE REQUIRE:MEENTS OF • •••• ••• r•eaa N - MAXIMUM SLOPE OF ' 50 to 5E:CTIQN 1100."I OF THE O.S.S.C. °•a • • AT AISLE AND PARKING SPACE •a•P•s • O• •M'•.• • 5. THRESHOLDS: rV TI-1RE5140LDS AT DOOR.6 SHALL NOT EXCEED I/2". RAISED THRESHOLDS I z•' '••••• •";'t. AND FLOOR LEVEL CHANGFS AT ACCESSIBLE DOORWAY S SHALL. BE j = "' a•••e,• ' BEVELED W; A SLOPE NO GR"!ATER TI;AN I:2 `/ERTI(:AL TO HORIZONTALSIGN - SIGN LEGEND:ROUEN E BLUE SIGN DES� DETAILS DETAIL SHEET ACCESSIBUTY NCJTIES USABLED PARKING 9 �.____ _� __._._.�._.__.�..._ _.�._...�..� ..�..._ _. _ 5 _. .� _ ..�_ ..._ _._.�_ C * 2 NI il'(lR-11112ti) 7800 Sw' I)IJRIIAM If this notice appears clearer thus the JUN 0 2 2000 ument, title document is of nlurginal qualit.. I111C'I'U1 11111cd C111IlIlI! ljllll!(IIII! i IIIIIII�I;IO ! ! jlll�ill�!,i ;i(!{ijlj II(!lil! i'ijiiili � ll li IIlj !i11!(!j!!I;I I ! Ijl( Ij !; iji'i{i ;!I!I !IIIi! �IN_C_m MADE IN CHINA _ � I I If !i !!! it I, j! 1,111 1�i111�1111i �1J1lI!!!!;!;1111!!It11111jllllllllll!!'•!I';111111;111!II'Illillllllllll1111!I11111! 1 1111111!III!IJ!II�(�jll��l!.!dJII II11�,R��!I�II!�.Illl�f!!! Illil!!HI!!!! !!!!1l!!�(Ili tl!!{!I!!!II!11!IIL!!!!Illil !!!!.!!ill i!i�lll! !il!I!!1!! !Illllil!'! 1! !!'!!• ! ""'! !" ' .5 i A 8 C ) D E r i I I I and Construction Services- e v ces Inc'. 44'-C" 43:-b" _-� __ " ______ 9025 S.W. Center Street ' P.O. Boz 23784 3/ -I 1 3/4" 1 3/4„ _ 3 a" �,4' j�4' _ — " 4 0" - Tlyord, Oregon 97210 �j` !1 /4" -.— i4'-1 lid___---- --,------ --�-I1 Il4" _, _ ____ 11_ll.l� --__ 14:1L�L��_--. �1'-IL1/4 3/4 - �` $^_ a,Is ?'_(�, Ib,_11 lid' WV-11 — ? -6 2'-b —_ IfQ'- l I/4° �-�` - �l-1L1L -" -� -- ------ Ig?'-IlI/4" =�-� Phon 503 620 208fi e' 3 a° ------ 3/4° FAX: (503) 664-3636 ------------ ------ L iz: ------- - - A=4; t--j 6 10,X12, 10'xIT __ __. 0 C Z. - C C 30,110 C. H. DOOR O. N. DOOR 30*10 11 . OPTIONAL GARAGE 301® 3m1m RECESSED LISHT5 OPTIONAL GARAGE DOOR IN LIEU OF DOOR IN LIEU OF � I OFFICE GLAZING. OFF CE GLAZING. I I I ' I i n 1 /INTERIOR COLUMNS-TT'P. i - - - - - 0 O O o - - — REUISIONS: I I �----? HOUR 6EPARATiON WALL �1 23 — S9 ELECTRICAL 1 ROOM _ 10 s PROJECT: • I z I 1`.N -TY i INTERIOR COLUMNS INT ER OR COI U 9 P. METZGER BUILDING 7800 S.W. DURHAM ROAD 1 � 1 TIGARD, OREGON 97223 I! CLIENT: DAVID METZGER v - P.O. BOX 275 SHERWOOD, OREGON 97140 _ in Ln • Ln Date: -1 1 1 Scale: 1 18.0 _1,-011 ' 15 13 16 Drown by: JDA yZ 51 �� o.+a, Checked by: SET Job No.: 970522 jjj:; ;;:;:j .. row ng No L 7' 12';g 14' ' 12'x14' ' ~ I 12'x14' 12'x:4' O. N. DOOR O. N. DOOR I I O. N. DOOR I O. N. DOOR I •e•• I j e •r • • • 4'-9 3/16 4'-13 3/16 4'-10 1/8 4'•-10 1/8' 4'-10 1/8 4'-10 1/8 4'-10 1/8' 4'-10 1/8 4 -1Ga 1/8 4'-10 1/8" 4'-10 1/8" 4'-I0 1/8" 4'-10 1/8" 4' 1E ' 8" 4:-S 3/16" 4'-9 3-16" •eo•s lost" n n n " n �_ b 3/8 �_- • !� _._ _ ______21..12-ZV_ -8 1/4 __. 2l -e 1/4 __—__�L=@Jl� _ 21'-e I/4 __- 21'-8 I�4'-_.__ —tom:�1L� __ 1 a /4" 3/411 3 -- 3/411 3 11 a,4: " 3/4" 3i J •e so* • 0064 s ` (A) B C OD E FLOOR PLAN LE T _- FLOOR PLAN 131 11'98-00261 78011 SW 1)IIRIIAh1 I'(' I Z 111 '16 _... If this notice appears clearer than Me JUN 0 2 2001 L` �`r; :- doctlnlent, the doculttellt is of III. incl Ilualit�• Illl('1'(1! Illlll'(I f1l'illllll ljl�l � l� ij ' ; ! i Illllll� ill! ! I!!{!ji�ll!�{II llillli�llill'! il!j!;I {II! ! !jll ;;!{ilili ! Illj;jl(i{ijtjiiili ;ijillli;i 11!jlill!!l!!iljl I ;!Ijl�ll,ljiji� i�i.l��!!!; !II} 1NCN MAO! IN C"0" >, I ! 1 II iill Iii 1 I it lil i{iii 11i {u llj 1111!;1!1! 111111j1i UiliV 111 r 111il1•i�iil illiiiilljjill iiilili{iiillljiiliiiiiliiiliilil1i1111' 1ltliililll i I Ii I ! 1111 .rI n III. .Ji I s i iil�! 1f 11 i1.. 1 �n.l II tnll11.1!nnln 1 I1.. nl:I ...nl.....1 nili�nll 111 u ' lu..l1ln11. , _�I , i . it t._ } I,I{11!11 II 1 I L. x11._1111 ILL _.1 i li.l 1 , Ir- iI and Construction Services Inc. 1 A ® C CD) E 9025 S.W. Center Street ' P.O. Boz 23784 I Tigard, Oregon 97223 FoL Phone: (503) 620-2086 FAX: (503) 684 3636 � � FOOTING � SEE 3/S.EEP _ 44'-0" 43'-b" 43 _6 _ �4'-Z" ---- R RENFORG NG 1NFG , , 7'-9 3/ 1 y 2 ,4„ F.O. PNL.�� C, i _ _ ! - -- - - -- - - - - - - - -- - - - - - - - - - - - - -- 7 'ell I I I ! 5TR m - TYP f l I I I I 1 -4 I I ! I I I I I I I I I I I I I I I I ! i I I I I I I I I I 1 4'-3" 4'-3" I I I I _ TYP. TYP. I ! I I 443. I I I JI � T 6.6"X6"X1/4" TYP _ REVISIONS: I2 X21 i ' F-21 i_ - - _F2-► L J - - -- - J -- �- -� r I I l ! I I I I I I L I I I I ! I I I I F COL. I I I I ! I ! I I I I I I I 5 1/?" CONCRETE s�AB W/ 03 BARS O.G. E.W. I I I I I I I I I I 5.1 PROJECT: �—CON5TRUCT1ON/MOVEMEN' ----- 4'}314'-30 JOINTS - SEE 12/5.1 FOR ! I ,--COLUMN FOOTING DETAIL I I SEE 9/5.1 TYP. ( I 2 -� ► 2'-b" METZGER BUILDING . I ! 7800 S.W. DURHAM ROAD ;I I f=2I I _� I I I I L - I TIGARD, OREGON 97223 I2 ►� L _ F2 �- - - -=?I -- J L - I- -- -- - - J - - 1 1 )rrp. • I UUENT: JOINTS ! I ! t I I 1 I i DAVID ! ! METZGER I ! I I a P.O. 80X 275 � S H E R W OO D, OREGON 97140 ! i I I I I I I I I I I I Date: ,;,• I I - 4 - 5'-0" POUR , Scale: 1/8" _ 1,-0" STRIP - T1 A• ! I Drawn by: JDA l ! I Checked by: PRT I I ' Job No.: 970522 ! �+ I t---___L___-. -_______ _____ __ __-_-. ___ _ _._ _-- _-- - _-- - - __�_ _.-__ ___��._ -_ - Drawing No.: P-FOUND ._ _ IC4) - J F3 3 SLOPE FLOOR AT DOORS • • I • X51, ..•r °• •r . • •• •..•• '♦ • • s• • r Its • It NOWH COLUMN FOOTING SCHEDULE FTG. MC •••••• •..;.• FOUNDATION AND SLAB PLAN - - _ _ EI � A^ .• . K. FOOTING SIZE EPTN REINFORCING � FOI�NDATION� �'•.:. '�. -- -- - -- , g' t -- FI 5'-0" X 5'-0" 12 (4) "5 EARS EACII,I WAY x 12 (a) d5 15AR5 EACH WAY SL-AB PLAN —F3 - 3'-0" X CONT. 10'' —(3) 05 BARsxGONT. 'S 5ARS w 18" O.G. SHEET 2 . 2 11111'08-00261 7909 `W DUMIAM P(I 11 of 26 if this nolice appears clearer Ih:ui the JUN 0 2 2000 cumcnt, Ill. doclimelit is of microfillued l ! !i!ii�i�l� ,i I,!jljlll!li; • i;l I I i I I ill ! !! 11i•!- !• INCH Mitlp�IN p111Q ll _ • ! ' 11t 111 1 Ii� 1111 it Iij �•.{ I.. .111111 (11111 11111 I I ••1•t..1�..�1. „!.,,,I U Ill�llllijl�i'ill liilllt'i iliiiil liiii iili!lii iiittl!1i! 1i11 i!t, .�•�IllJl III.UI.I�Illtulltli.,,��1,,, i t ll 11 I� l l 'tl I II 1,111 11 ll 11 I I r' 1 L 'a. ��itn. p.O..0 Lt .: a '. ,. :.. �' .•. .;,_. ._:h,:ea �� ta�.' .,.v�r.al,-rc.a.r,.�_,.f .',.:w�'r:.. .....Li•4��G8�i.�.r:: ,.�e!rut!cd::,.; �f:. .:f. . .',f.,:.. ':ut•..:nk14 .: y .... ... ... ...:• rf, .r.- ;.,:.:... .AJ:. .. .... ,.•. .. .- .: � „, ,. ri„.4r.. I .a., tuJ w f Ili ► � 4 � 3) (� 1 _ 9 / and Construction Services hlc T — o t NAILING SCHEDULE ' 9025 S.W. Center Street ' P.O. Boz 23784 ' ill hgord, Oregon 91223 � II ----- — -- ��__+__ _ —_ ---- --. __ _ ---- -- --------- -- - NGTE IN ADDITION TO THE NAILING REQU!REI-[ENj3 - I 5HO(LN BEL CAW PROVIDE : ROWS OF eid NAIL 5 n- 1 ' AT 6” CC AT THE 15L0(::K NG ON TOP OF Phone (�,503) 620-21086 IIl 44'-e" - 43 b _ _ _ 4�,��f, — - - -- -- ---- GLU-LAM eEAM (503) 684-3636 a4Tm" FAX. 15LOCKED 5U5-DIAPHRAGM ---- -__- 6_! F ANEL EDGES : • O.C. l�Idl 20'-Im I ` 8d FIELD ■ ed • !;" O.0 d SUB-DIAPHRAGM - �- — -- - UNELOCKED-DIAPHRAGM - SUB-DN PNRAGM I 15OUNDRY EDGES 8d • 2" O.0 1. BLOPH CKED DIAiRAGI^t N- N — - I t ! TRU59 LAYOUT -- ^_ TRUSS LAYOUT- - I N-2 PANEL EDGES 8d 6., O.0 • FIELD tad • 12 O.C. p I t BOUNDII ED(sE5 : 9d • 4" O.G. D , Oil - '` \— -. _.-._ —- '_—- _} I 1 • 1 tl -� � ,r'1 � `r��.� •Ill / IJ i !d ' i --- - --- _ _ REVISIONS: ld I 1•- �1 3/428 I 1 1 1 1 1I :4FI I :F �. 3/4x31 .� C . � �� : ,_ I _ � � Q e 51MPSON HINGE AN NOR SIMPSON. HINGE ANCA-+c. R SIMPSON HINGE ANCHo - �-- NrC3 , 47-, H..� HCC?YA-1.l H•2-1a .aGC3tA�_-1 H•3�o5" - -- — - I iJIII �ll Pl O i IL v V , cl II' METZGER d Bl I Il 78-00 S.W. DURHAM ROAD d rIGARD, OREGON7223 r- ( �.' 3/ x:8 !: ( :.1F' G j •:, j�. I :41= 6 3/4,x:31 !'--- - - --_ �.� �.:, I Lj I B CLIENT. d .- i l ! � __ l q�'HINGE1 ANCHOR NG P5 Q; lINII AN 5H('� N MP3 0, ,INCE ANCHOR -- I" !Ill DA AD ME 1 R F.O. BOX 2.75 SHERWOOD OREGON 971 n( j \ Oi — XQ, — Z Q 11 a — \ 1 — _ Date: 7—1 "� �� ?x4 eLoe+clrvG AT m Sale: 1/8" = 1'-O" ijl'll 4'-1 O.C. ATTACH- TTR H ( awn b y: JDA PIl' TRUS ,1 ------MANUFACTUFMR_ I. ecked bv: PRT �Il � I —' — Job No.: 970522 Drawing No.. P—ROOF—FRMG ! / II llll V A .._.___ —._--.— —__—___.—..—_._.. ___._—...._, _ __ .. .__ .___-_.._. _— _ .. — _ - _......_ _ _ _ _ r i PLYWOOD SHEATHING N �' 1 5 4 �3 2 I 50'-11 1/8" 2®'-I?> 13/l�" b'-I 3/06" _ _ 3,.-1118" 81,2 GENERAL NOTES: 43'-3 1/2" Of ��t__ 318' -Ifd !3/I6'� 43,_6, _..� -8 318° •.•�, lb ••••. _ ___—_—._ __�..___ REFER TO ; FLAN FOR PROPOSED ANC • FUTURE MECHANICAL UNITS '"•• • „ " „ ,•o � , PROVIDE 51MFSON C518 STRAP5 AT ALL ROOFBLOCKING •• "••,. ?I � 6,$" x 36" (24F-VB! 11.,5 x 28.$ �24F V4� 6.15 x 36 (24F-VS) 6. 15 x 37.5 (.4F-V4• ! { I SEE DETAIL 2S) F!OR CO ECTICN NFC'RMnTIC'r,' FRAMING Pi..;,�1 ` HEET NORTH ' _._ ;...,. "..:. Y !pl WOOF FRAMING PLAN2, 3 I Ill it'99-00261 11 78(1(1 SW DURHAM l 1'(; 15 of 26 _ If this notice ,1 )pcars clearer #11,111111v ,;SIM Z 2000 I umr11t, IIIc docnmcnt is of marginal y11;11it'. 1111c1•(1l1I111cd I I I i I II tl ' ' 0' 0 '01000 I I ( I ! II I III Iltld lilld!IIIII !-- 1111i1i11 it i i I ill I i I I I { I ► �I{000 ' 0 I , I ; , ill II , � I {lj :Il� lfll ( ! Iii.; I !{0111#11{111, 1 i ,IIIiIIIII.{� djl ! . ItilI11►! ii Ii1 II I ! I ' I II III I ;. t t Ililil t INCH ( MADE_IN CHINAAl I ! �... of11 f nil f 11,0-11 tlnfltnntll , nl'! t 11 t !! " !0000- I I'I II ( 1 11!I�! {-illfif{!III�t!I!!;!fI!I!'I!!I!Iii!!�Ilf!!II!!!!! ! I!!!{IIIIIII!!�liiil�l: 1iIldflflnUtltllt,lllll,.f,�ltl 1 IIIIIIIIIIl1,11lILI .1. ,lll�llf,,ll II !Il,Ilill III .1. I ,f I! I ,. Il l III .......,,•..w. ILII i, and Construction Services Inc. \ AC E ) 902.5 S.W. Center Street ' P.O. Boz 23784 f!gud, Oregon 97223 Prone: (503) 620-2086 1 I FAX: (503) 684--363E __43'-(2` I I 1 V 4 , 1 +N 1 1 1 , I 1 , I I 1 1 I , I 1 /\It Lj r\ I 1 I I 1 I , 1 1 , , 1 , 1 I I 1 , I I , I I 1 1 � r----i r----i M-"--1-1ECHANIr_AL UNIT-FUTURE I I 1 I I 1 1 1 L----J i ---_J ; L---_J (At'PROx. '1519 LBS.) , 1 I , , 1 I 1 ► n I 1 I SKY,_IGHTS 5N4LL 1 I NOT ME WITN!N Im'-m" REVISIONS: \ ! 00 PARTITION WALLS / BELOW \ / I I 1 I 1 I GAS FIRED HEATING UNITS DUNG FROM BOTTOM CORD OFT ---------------------------------------------------------+--------------------------------------------------- ----- i--------------------------------------------------------- ' •--------- ----- ----- --- SYSTEM. — ------- -------11� ' I 1 ! 1 1 � , I 1 _45$UW!ED PARTITION ----i 1 i----- i i-----� ; W4LLS BELOW 1 I 1 I , L.---- I L----J PROJECT At 1 I 1 1 ; i\ �► i\ /1\ METZGER BUILDING I 3 I r----� ' r----' ; r----i ; r----� 7800 S.W. DURHAM ROAD ! , , 1 , , ! , TIGARD, OREGON 97223 I I 1 I I I I ; I I I , ! 1 I 1 -_� , i.___ ..i , L____J ; L----J CLIENT: I a CAVI® I METZGER I ! � I `\ IF \\ III It P.O. OX 275 �. / \ , / \ / \ , / / \ , / / 1 \ , , � , � SHERWOOD, OREGON 97140 I I 1 I I 1 Date. ' ' I Scale: 1/8"=1'-011 Drawn by- JDA Checked by. SET ' ' I Job No.: 970522 1 ; ; Drawing 11o.: P—ROOF ROOF PIAN I r • • • •.. s RCK)F PL_A'.`4 •. •. SHEET .. ! 2 . 4 ISI I'4►$-0026! 1800 SW 1)l110[AM I'(, 16 I,t-26 If this notice appears clearer than the JUN U Z 2000 d6cument, the do('llment is of n►art;inal quality. inicroflllucd 1T�(�ljljl I!!jljliljljl i ijljljl�l�ii jTTI�l�ljl�l ljlj{�illj!;I I !� � 7!i 24X INCH MADEUICHINA e� 2T ill it III11 �! I I!!li'lI11,1l) �! II 11!!!lllillll111lI!I11! �! ! II!! l!I !I!!�l !I? ! Ilfl,liilllllllllil!?!!:??I!?!?!!!!!11!1!!!!!!!11!! Illlli!iilii!i;iililll�'!"1!!!1!11"'`!!!1111!!11III!!!!!!11l1!!!!IllIl�Ill?li!!11!lIIIL'll;. !!I" J._-.11l... Il..i! l..i_. !_.l1._.-._ll...._�. . .._... ....._...._.... _......-. _.- .. 4 r A B C (D E) 4.1 \ 43 EXTERIOR L;NT IN GREEN i CEDARS NINCsLE INFILL TILED RECESS-TYP. and Construction Services Inc. —' _ _ - � �- r-�:�=� �� _-_ _`-� _ •_ - —_....�_ _�. 9025 S.W. Center Street P.O. Box 23784- =_ =- - _ _ --- - ------ - -- - - TO. PANEL � Tigord, Oregon 9'223 ® I ® GUTTER Phone: (503) 620-2086 (GREEN) FAX: (503) 684-3636 CONCRETE 2 .1 A PANEL(LIGHT e GRAY) - TYP. _ PF ELEV 15140 CaD L---------------------------------- ----- ---------------------------- _ _-- --_ _---------------- ------ ----- ---_ ..__-------------------------------------- ------ -- _ - -------------______�--__.__------____.J - RECE55ED ALUMINUM STOREFRONT -- DOWN 4 SPOUTS 4 CONDUCTOF-:5 12'-®"x14'-m" OVERHEAD WINDOW 5*y STEM W/ GREEN TINTED (GREEN) DOOR (GREEN) - GLAZING souTH ELEVA110N 1_7) 71 1/8" ■ 1'.p■ E D C B A� T 4.1 4?� , FAINTED ACCENT GREEN TI TED GLAZING I I =ROOF BE1 OND / -ROOF DASHED SURFACE (DARK GRAY) IN ALUMIr FRAMES-TYP. -- I -- _ .............................................................._._........-_. - - -- - - - -- - -- - - - - - - - - - - - - . - PANEL. _-- PAINTED ACCENT vUF,FACE (DARK GRAY) (GREEN) a - - _ ---RECE55ED TILE FIELD I I ,, I I I I I I I ACCENT AT LIG1-IT (LIGHT GRAY) _ ) p '°j " FIXTURE "GREEN? I _ I - - /4,. - —3 F4LSE JOINT 1/2" REVEAL- ` - 18'-'1 1/4" (LIGHT CsIRAY' _• - �---- ________��.-_— _. -._r- - -- 0 N 1/2" SURFACE _ ACCENT COLOR--` - RECE5S AT ST F-- ---- REVISIONS:(DARK GRAY) r-RONT OPENINGS. FIELDGREEN) i (LIGHT GRAY) FF, I IA0' I6'-II I/4" � ® ® H;---- ----------- ----- --------------------------------------- -_____._----.----- ---•------------------._. ---------------------- - - -- -----------._______ .-_ .._------ _. �_.__---__-_____ -__-__---_- ._�._._----_____...�__.___. _-_»_.__._.._.__.-------------------------------•------ --- -------J _ �` TILE APPLIED TO POINTED 1/2" SURFACE \�-ALUMIN M STOREFRONT ALUMINUM STOREFRONT 10'-m"xl2 -0" OVERHEAD CONCRETE PANELS RECE55 AT STORE WINDOW 8Y$TE"I W/ TINTED DOOR �LIGHT GRAY) GREEN) FRONT OPENINGS, WINDOW SYSTEM W/ TINTED GREEN TINTED GLA?ING. �� ELEVATION (GREE") GREEN TINTED GLAZING. (OPTIONAL O.N. DOOR) (OP-ZONAL O.W. DOOR) Fer -0 4 3 2 �-SLOPED ROOF 5V OND / SHOWN DASHED —METAL COPING (GREEN) / .�� T.O. PANEL T.O. PANEL - - - - `- O. PANEL _ —- »- -• . - ----..-_,._ . _ _....... - -- - ----- — _ • • L I PROJECT 1/2" REVEAL ==>PAINTED ACCENT (GREEN) _ ---n�-�••- _ -. >a,�---- -z- ,. � - -��.__ _ . .: GENERAL NOTES: LI 1 S�JRFACE (DARK GRAY) ME17ZGER ��'=CESSED TILE.tX • PANEL r-A&_L-OUT NUMpER SEE S►+EET 6 1 6.. aND �3 BUILDING ;.CCE5T AT L IGNTFOR FANE1. INFORMATION ■ C _ - -- 1-IX'URE ( GREEN ) � � - -PANTED CONCRETE m 7800 S.W. DURHAM ROAD r, TIL'. !!r: PANELS------ �� 3/4' FALSE .JOINT s a (LIGHT GRAY) ' y TIGARD, OREGON 97223 CONCRETE PANELS FINISHES: 1/2" SURFACE --- FIELD FIELD COLOR OF PANELS: ------ ----- L IGHT GRAY (RODDA / ""CsEON CPI3) i�' RECESS ,4T 5'(Of E CLIENT: 1/2" REVEAL ------` —. FRONT OPENINc3S. • TOF* 1/2 REVEAL STRIPE 415C',/E WINDOWS - - GREEN (RODDA : E..�I}�� / CvW--L-N (LIGHT GRAY) - --- � (GREEN,' 4 1/2" SUWACE RECESS • 5TOREFRONT __ , DAVID 4 GARAGE DOOR OPENINGS �.. - -- --- _ _ rnnC(� ML., 1 L�.�L�fl 1 - COLOR ACCENT ABOVE TOP RE,/EAE - D aRK GRAY (Fl,�AcC�4 « t".-OO) ® ® o> ANDN.E. 1 NW. CORNERS -----------------------_____-_.____---------• ___-...____---__--------------- --._-__-__..•--•----- - -- --------------------------------_.--_---• -------------•----_»_ ----------------_--- _ ---- ---- -..._.---------------- PAINTED 1/2" SURFACE GREEN SASE _ 3'-0"x�'•®" MAN DOOR \"--- 12'-VxI2'-0" OVERHEAD \ALUM'NUM STOREFRONT P.O. BOX 275 METAL FINI5HES: RFCES?`' AT GARAGE (GREEN) DOOR (DARK GRAY) WINDChU SYSTEM W/ TINTEC: DOOR OPENINGS. EAST ELEVATION ��EN GLAZINGSHERWOOD, OREGON 97140 COPINCs, GUTTER, e DOWN SPOUT$,- --___---__.__-. SREEN (RC,,*J/=� : 'SLUE. GREEN cGREEN? AND CONDUCTORS - Date: 3 �4 ) Scale: 1/8"=1 —O 4.1 Drawn by: JDA • GARAGE DOORS 0 NORT►-4 ELEVATION _ --- L'rsNT C.=Fr 4 (RODDA / PhriEON CP13) Checked by. PRT • GARAAGE DOORS i BOUT+-+, E 45 - _.___-- _ __. .._ DARK c:x'V A-1 ( RODDA FONDALE CF-45 T.O. PANEL 970522 T.O. PANEL .• AND WEST ELEVATIONS _-,__ _ No.: N - - �- -- - T.O. PANEL --^ Drawing o.: P—ECFV 1/2" RE VE,4L- ---- - - - 1/2" REVEAL (GREEN) ___.._. --�--.-.�_:__--_______� _._ _. ._-._ _ _.--_._ �.--� (GREEN) - - PAINTED ACCENT SURFACE (C`ARK GRAi cWEI -__.___.-__ _ _._ �__ _ _-- __ -- _ _ _ __ _ -- - ---— - - Ii2" REVEAL ------ - _.___- --- -------- --- -�__--- i,�,, �,�AL (LIGHT GR.A' --PAINTED CONCRETE --- __-------- - TILT-1'P PANELS-- j ACCENT COLOR I (LIGHT GRAY) (DARK GRAY) � �-__ _J _ _____..____-.-__—_ � •.�f f . f r FT. ELEV. 153'-b" - ---- ____._ .•.:" i -_ - - - - -- E--- - - FF. ELEV. 15 i.4fd' ELEVATIONS' .. ®O.H. ® - ___-_ __---------- -- -QD0.1-I: .. - ---------- __�� -----------•--_�._...__. .............--_ --- ------ ---------_«_ --------- --------____--_____ ----__ ----------------------- ---------------------------.- _ -- --- - SHEET •• -GREEN SAM �--- PAINTED 1;2" SURFACE WEST _ELEVATION RECE55 AT GARAGE 3 . 1 •'••f f 1/8" ■ I'-®" DOOR OPENINGS. III 11'99-00161 (GREEN) -- ?900 SW IMIRHAM If thi notice appears cic;u•cr !hall IIIc JUN 0 Z 2000 document, the document is of ntar011,'I 111lalil}. 1111crofillm'd 1rf�IIIIjI ►I±It�±�I�I�t i I�I�III�I;Iji I I{III�I�I�11111 ±�I�±�±I±�±�± I I��I R. ;� III I �I�i;; ± i�1i I±�I�I;± .,:,. k "m MAOI m CHINA �I II1I1 Iii ill' Viii Il n II Ilitl!I I11II11'lI11{IIIIII i u r1H'I1�iil1 illii�il'IIIIIii'�IIIiill+�i=lliiiilfiiilliilllllillll�T 1lliiliilt ," II I AillImili,....111 1.. hill ,,.IIIII... .i{Illt,.,11111111 ilff�i411 f1i1I111••.,I and Construction Services Inc, 9025 S W. Center Street ' P 0. Boz 23784 r' Tigard, Oregon 97223 Phone- FAX hone FAX (503) 684-.636 I ( E ) / 4.2 TO. PNL, IcJ'1T O foNL 182'_ I ----3/4" PLYWOOD _-1�EGT,-41W-i IT T tT1 � `' 7 1 -- - - -- i ' T r. T- —11-191N5ULATION i ' 1 \ `IGLU-L,I:•M iP1E�1N1 Wi FARRIER l I cv I 28" TJX • 32" O.G 1 I I I I T.O. GOLLUMN FF. ELEv. . ELEv 151,a0 CA EAST — WEST SECTION ` —j PROJECT � ' ..•-• 121, -=, METZGER 4.3 _ T.O. PNL ' 18`- -- _ PLYWOOD SNEATNING ; BUILDING I TA. PNL. • !11.40' 1 I 7800 S.W. DURHAM ROAD -- ( TIGARD, OREGON 97223 } •,-28" TJX ' 32" O.C. i II I j CLIENT: I i DAVID MEl"ZGER C4 P.O. BOX 275 i R O 714 _HE WO �G, OREGON 9 0 F.P. ELEv. • IS7.4m1 i I -- - y r_;: ELE Date: 1- I-9b ')Cale: 1 jl`3„ 1'-011 � Drawn by JDA Checked by. SET i NORTH SOUTH SECTION _ I Job No.: 970522 B i Drawing No.- P—BLDG—SEC I i I f I J • • 1 1 • BUILDING ,,... • . � , . SECTIUNs SHEET I 1 soo SW DURHAM I'(i 18 of 26 .,. .. ,.. ,-x... ., ..... if this notice appears deart'r than the ,1UN 0 2 2000 docume,11. the document is of "Im- ina) quaiilY• illll'fttlIII11CCI i IiI!�I I I II! 11! !(I ! I I I I bill l ( II{I'! Iljljl=!Ilflj,j!� IIj11I' !lijlil 1 I :jll ! ',jj� 'I(iji !; ! ljli I�illjlliiijl {i�l(I�lti I I1liii ; illi ,il 11jlj!hjIjlji lji ;i� ll!! l114 I j I I 'j '1 � I � ' I I I I � 1 I 1 '1 1 1 1 1 1 1} 1 1 I I I i I 1 , ! ,I } I 1 •1 j � INCH1M11DW IN lxIINA ��\�)�-- Tf ii —if�— Fi 1 i 1 1 III I 1111111 I 1 I li! 111 II11 illlii Illilil ' 1 1 I I 1 $) Iliii i Iii ' 'I Ij }'illll !lil}}I�t111{Ill}jf}!! }!}}II!il'1!I �1 n ililllll!li Ilfljillil'iii!Illi11111I111II�;}!j!iiilliiil;illlilllll}flllflllii1111! - I IIIIlIIII�II,lI1111'Illll:lll,l,.,.l!II�II,!)I,l�IL .Illl�f,1. IIlI.,.,l�r!lllr,,..,n1il.I�ill,(il,ltilll,lll1111.!(I..III,.. .I�lilll.!!l...Illh.lt !! 1, .!f I ' " I ( I 4 Kra 1 and Construction Services Inc. 9025 S.W. Center Street ' P.O. Box 23184 Tigard, Oregon 91223 Phc,ie: (503) 620-2086 FAX: (503) 684-3636 t , I 4 I I 4 i 5.1 5.1 i I 81x1, 5.1 I 5.1 I 2 , < I MA -_TOP OF PANEL_ ,• � \ . � \ ; Adl TOP OF PANf-L �__ 1 EL. 1831(0' --�_ - — ---_ - ----- - I TOP EL. 182.52 � \ �. � / � �•_ OF PANEL ! \ / TUP OF PANEL EL. 182.4' / — - EL. 182 4 G ' • �' —I/2` REVEAL � TYP_ - 2 - 5,1 9 64A 15.2 20" TJI 32" O� X145 14A 0 5� IIII 77 :t C� 14C i Ti 1 / / t - - � I 52 TILED RE:Eft 9 14C ON. 2 r 14C 14C 61 9 m ON 5� I 5� ;n I ON- ill 140 SURFACE MOUNT '14 5 2 \ L.IGNT 5 2 ON, / RCVIS!ONS. �_C2 �ONGRETE14C DRUM TYPE /--\ T , e ROLL-UP DOOR yam` P'�N>=� 3" Yf'' S2 � I/2' CONCRETE' - � 1 I/1' GONCR.._'c' /y \ nt PANELS-TYP. o S PANEL5-TYP. 1/2' CONCRETE / r <� �1,4" RECESS 9 = � PANELS-TTP C4 LA IN LD RECESS (14E I � /i4g 14 1/2'' ► �5�`. 5rp,33 ,2 14E 24 0 / SIM10a-f. 5.2 � ON. _ 4 — — — — — — -;• ''! PROJECT ------ • I I ! ► I METZGER — PANEL- BUILDING r I ! _ 13A ' 5� ! —TILE • 150TH T G RD OR7800 S.W. EGON AM ROAD s311rt. i FACES A 97223 OF of en 140 {I `t ! ��' `S,NEL�� 5.2 , GRID c °' CLIENT` ___ Sim, � I DAVID 138 ! i �__ METZGER \ / 5� I — — ! SIM. I I � - ! 24 I P.O. BOX 275 n 5.3 SHERWOOD ORES' FINISH FLOOR —. -- SON 911 �0 EL. 151.40' / FINISH FLUOR IM FLOO _ EL. 151.40' — \ _ _. � =�:,��._ 1 � ! FFIN13� FLOOD'. _ EL. 151.40' - ! Date: I I I ! I I kale: I I I I I I Drawn by JDA Checked by. PRT Job No.: 970522 \(-:53 Drawing No., p-SL.C1 3 �' �_3' (� .1� 5.1 5.1 SIM. r4l� WALL SEC11ON 3 WALL 3EC110N 2 WALL Sm.;110N WALL SECTIONInto 11.01. ••;.,. P I ,• /� • r r � •Y. . r WALL s � •..r ^•i a w r SEC11ONS +e ..• `•r .. •rw .w^ SHEET ... Y* • rar•M s � ♦ r • 4V1 ItlIP�►g-0(12r,l _ 7900 5W M AIIAM Ni le or 26 I, •; I` I If This notice alt .` 1►cars deal-el. (11,111 (he JUN 0 2 2000 „ ,' lite. '(I nt' r ntal t ua '(1 � Illil cuntrtuf, the cloctlmcnt is of a �, I 11111'1 I1 !jljlj Ilji{ I I !�!{!1►! ;i{! ! !jl{ ;1�! ji;; i ! jl; jl�ijijl i�iji !iji ! I{ ; i I lj ! .! ` � jiil ;! ! { II{Ij { ! (�ij!il!!I !I •! s� , INCH MADE IN CHINA j-Cn. ! jll Iltl I! I!l±II Ila !! !! !!! 1111!!Pliill!'.itl±i±Il!!!!!! !llt±± IiiUll±!lii±i 11111it!�I!!!!Illi!illlllll!!±!.!I!!!!!!!jllll!!II'jl:!! 11!!'i!1i�11tllt ..,11!,.'!';!I!lljl!; !'ill!I'll!Illi!I!t!Inil!111;!11ii,!ILIIIII 1!11!{{11!11111!! J r t1� ...-:., - i' ¢nR'._. .. �•',d";' ' V"' •: :,;. .•rye:. H.+ {�; � , :j,: t^ °+�'-;; 1 ?t, ,,, �`,�y'>p,�,,; ,.•. _.; , : •�4,. :l .,. d. � `:" uj ��Y3:�1':I f .a' -r .Jia.. ,. .. ,.....x..� . '41 ,TN.nY:>.., .-.e..ia..�.,: •. .:..,,..,....i,,..,-�.„,. •,..py..,.vM....M'.;.,........: ..,.:rr .-...w,w.i. .1. � ., o v •,M i I and Construction Services Inc 9025 S.W. Center Street P.O. Box 23164 Tigard, Oregon 97223 Phone: (503) 620-2066 F0 (503) 664-3636 t I I I i '1 6.1 5.1 I I I EL.-11-1.a' EL. 1II.a' B ' 9 F4C REVISIONS / 14G I in ON. DRUM TYPE ON / 25 ' / ` \ ROLL-UP DOORO / 53 24 i 9 ,.,moi 0 -- 1 lac j 14G 1 O� o� I. I I © � e 25 53 PROJECT: _ I I � i I 1 r• � METZGER I � BUILDING I' URH ! I ( T80 RD, ORDEGO N AM •RO D II � ---t11COD SHINGLES !! 123 ALUMINUM WINDOW CLIEN�: !I MULLIONS — I IDAVID METZGER II_ 2a P.O. BOX 275 I" 53 " SH`ER Rt= N o WOOD, GO 714 0 _ 9 0 — � SILL ONL'+ ._ .� FINISH FLOOR FINISH FLOOR EL. 151.4m' - — _ --- - Dote: A, - _EL. 15'1.4?' ' --T __ ate: ? --I- Scale: 112#9=11-0" • I I I I I ,�, 6„ Drown by: JDA Checked by: PRT Job No.: 97054L Drawing No.: P—SEC2 3 5� SIM. WALL. SECTION 5 WALL SECTION .... :e::e• WALL �....• SECTIONS R.t d• • gHFFT 4 . 3 I_ 1111111"98-00261 7X00 SW b1 i1211A,M Ni 20 of 26 r� If this police appears clearer 01,111 the JUN 0 2 2000 "` cunlenl, the doclimenl is of 111,11-virl,1l quality. I111CI-011111al i` l ,! ((I� I,IjljlIN '!j !jlj!� Ijlj! i' Ijljl� l+! ISI 1.�.��.{I 'li! ',IIII ' j1llj I I II !' lij}ii 'fj1 i !III ;I �! I!; ` ' lli Il�illl! iii�l ;i�ifl�fii I IjIIII!II(i !I; I =IIj111jIjII1 Ijl� • t. I I �I Ili rya• t'l. CH_`1MADE IN CHINA _ I_ ' _ . t �T tt _T—` I� �� —i- 1 1 U K —�- �i �T �i ±i�- T'1 { 21 i I I I III11 I 1 ( 1111 ill illlll}Iiii! it 1!!1!11 111'1!!! 11'1} (ililii }11{11 i}.ii t +�illill li,,,ll !1100 to ,1 'I' I "'1 Itltn�ll , tn�l„}tl1nt11,1 Inl111t}tli,nl„n1lnllll„I,,,I111 i; lllljll,lIIIII�II,IIIIII�I.Lt,.�IIljj�,11111•�.l. ..Illjlll.11ll. . ... .. ..111...,,.1„L, .,f,l•.II....II.,I, .jllll......11l.. .f�llll ill!•..l.I,..Illllu.....,lt.•.•,..I11,. tllllli,l�iil .,: .I 1�II111..•, , ..n � I ��: . ��,� ,n,l�ll ��,�� i ! ,,, I I i ilk and Construction Services Inc. 24 GA. (GALv.) COPING IuKTER PROOF MEM5R4NE 24 GA. (GALV.) COPING Wi STANDING SEAMS BETWEEN METAL COPING Wi STANDING SEAMS 9025 S.W. Center Street ' P.O. Box 23784 0 ALL JOINTS. ATTACH AND BEVELED CEDAR 0 ALL JOIN rS. ATTACH NOTE. VERIFY GUTTER C. :)WIGURATION PRIOR TQ FABRICATION W/ CLEAT EVERY 4'-0". ExTEND 2" BELOW TOF-1 OF � - W/ CLEAT EVERY 4'-O''. Tigard, Oregon 97223 2x BLOCKING BETWEEN -' PANEL AND OVER ROOFING / WATER PROOF MEMBRANE - ---~ ROOF JOIST BACKER ROD AND BETWEEN METAL GOP;NG I Phone: i FASCIA GUTTER GREEN) W/ CAULKING -- (3) P.T. 2x8- CONT. (�03) 6i0-2086 AND 15EVELED CEDAR I FAX 1503) 684-3836 ADDIT;:)NAL CONNECTiON EXTEND 2" EPDt'1 RnOF!NG CANT STRIP—_� \ -1/2" EXTERIOR PLYWOOD. _--- OF PANEL BELOW TOP CLEATS "T 24' m.G. I�"' "S J — OV1FR PLYWOOD T IN ,f. TIC � _ 4 1/2 $�-IEATHING G HEX HEAD 3GRJ`W5 W/ NEOPRENE j EXTEND GUTTER INTO aND EPDM ROOFING SUPPORT AT GONDUGTUR OVER PL - 't WASHERS. PREDRILL AND L%11�I�.1�_S._1- / C __ 1 1 >C 8 PT. SILL SHEATHING ----�, _ MAKE HOLES OVER SIZED jin " ° -----FOR EXPANSION / GONTRAGTION. - I� °. . , --____HEMMED EDGE-TYI�iGA:- ALL i I , i ,.. ._. - "- ' ' ► LOCATIONS SIMPSON 1-50 0 32" O.C. 1 ,. _ ''MANUFACTURED MANUFACTURED � � I/2' DIMN PT ----- _ ° ___`--METAL FLASHING TO CANT STRIP WATER PROOF MEMBRANE 1 r { - BETWf! EN METAL FASCIA 1 I I TRU85 p,T 32" O.G. �"ZU55 AT 32" I 1 - ° (GREEN) AND PLYWOOD ENCLOSUR • i i i r --- • �`'----1/2"0 AB. * 48" O.C. I EXPEND 2" BELOW TOP OF L- 1 1^ X 6 P.T. L W/ 5/811 4 X i R T'� L W/ 5/8"0 " �_ (1" MIN. EMBED.) -- d 9�1� HEMMED F DGE - TYPIC!G►:L ,° PANEL I i i� A.B. W/ 12" I°411�f. ,EMBED- ' A.B. SW 1»�"MIN. EMBED- �!I'I ------ f ` ;" `,.,'•;..= '' ,. t i t MEN r AT 32" \ ,f�T 92" O.C.- MEN G ---- -- - - --1 I/2" CONCRETE PANEL 4 ;�7 i ✓ I FLASHING (GREEN) Wi H MM€D °✓ \\� GOh�..F.cTE -ANEL - , r BAR CONT, U6 �� BAR CONTINUOUS ► i �_! '..`. ° 8 • ° \ \ •o ! �T? --1 I/2" CONCRETE PANEL GONDUCIOR 15EYOND --~ 311 611 311 i � SEE 10/5.1 4" j1r 5"x3" DOWNSPOUT . (:7:�� TRUSS TO WALL CONN. 4 TRUSS TO WALL CONN. 1 PARAPETDETAIL. 10 X I In" 1'-0" ENC OF BEAM� 1 01 I i 3 I!2IL " METAL FLASHING (GREEN) 2" 5" 51, TO TOP OF TOP PLATE 1 ! 1 3/8"0 IaOLES W/ 51' 1 _811 511 13/8 0 HOLES W/ ( I 11/4"0 BOLTS-TYP. 3 v2 ----. ________. ,L— 1 1/4"0 BOLTS-TYP. 1 � ,�- 11 311x3"xl/4" }!? WA5�IE1? w/ 9/16° HOLE OF S CCL 11_311 1.311 I ! REVISIONS: PLYWOO ROOF SHEATHING . ROWS OF 8d NAILS AT SIMPSON C518 COIL ;,'RAP FROM PANEL -- — 6" O.G. (EACH ROW) ATO OPP051TE SIDE r)F SUB-DIAPHRAM. AT 2x6 BLOCKING, / I OF S COL. ' OF T5 COL. M.45 TIC CHORD OF TRUSS /CANT STRIP SET 11v MANIC 2x5 90L!D BLOCKING ' /4 I s I BETWEEN TRUS5 CHORDS EPDt" ROOFING OVER PLYWOOD fL I I I r y l CONCRETE PAN=END 6" MIN. ONTO 1/2"0 HILTI-KWIK. BOLT - ---- - I _ �0 I !114 I - -. --- - -- -= - �� W/ 3 1/2" EMBEDMENT---- 4 I ' ! --IE I I (SPECIAL INSPECTION RE©'D '- ! AT 4'-0 O.C. -- - ANUF. TRUSS AT 32 C.G. ------ \ 2 ROILS OF Ind NAILS AT 1� ��72 X BLOGKINCi 5EE ROOF I I / ---- AT Ca (EACH OCKROW) 1°I ' % \ FRAMING PLAN. ' I _ `J n T -_...-- _ _. __ _ 3/4 A.B. W/ 3 HOOK AND 4 EMBEDMENT AT 2'-6" O.G. --- GL•.-!AM BEAM (I) NE BAR CONT. a ° ---- ' ----IE 1 1/4 X 8" x I'-m" I G ' I I --�TYP. EA. SID 4 X ISD P.T. LEDER � T5 COL. SEE PLAN i I 3/16 I I I I I ( I _ .7 PROJECT: I � 111 lit. - ; TYP. EA. SIDE , 1/4 I ! 1 1 3116 `5 COL. SEE FLAN 1 ----TILT-UF GONG. F'-•NEL - �� METZGER ---� I FACE OF WALL BUILDING LI 1/4 7800 S.W. DURHAM ROAD __ 1 I TIGARD, OREGON 97223 a.ULAM TO COLUMN CONN, GLULAM TO COLUMN CONN.- 5 TRUSS TO BEAMCONN. 1 T�_. HALL CONN. -- _ / ------ -- ' CLIEFJ T: ! !/`" • 1'-lull t -- - -,11/2" DA1/IL� REBAR PER PLAN � ME'T7GER 1 r- -T.5. 6x6x'�." - -�r— ____._-'1 1/2" TILT-UP CONCRETE WALL PANEL BEYOND. 3EEDET4IL - � --IQ 3/4 x 12 X 12 STEEL 135 ON 5.2 BASE PLATE W/ 1/b"0 ►-40LE9 I 5' ®" POUR STRIP • __._....__-- -- --- _____--- P.O. BOX 275 - �n F 11-61, _ 12 36' 1 1�' -,�° ` CONTINRE! TT NFO iC NG SHERWOOD, OREGON 97140 I �--- T.S. 6X6X11411 BROOM FIN15H AT LOPED !! �t 2" MIN. INTO POUR STRIP---- 5" CONC. BLAB W/ 04 BARS - ,/� FLOOR AT GARAG DOORS "4 BARS • 3'-0" 0.G °cl I - 3'-0" MINIMUM. CONCRETE SLAB \ Date: ! +� IB" O.G. E.A. WAY" TOP VIEW / (4) 9�i"0 ANCHOR BOLT / F!N. FLR r Scale: 1 1 2�1 = �1 W/ 9" EMBEDMENT FIN, F R _ ° 1 - 1" OF 3/4" MINUS -.. i i NON-SHRINK GROUT t 11/2' _ I! -�- r. G ° p i i y . , ------- -_- -�---=a-=-�' __ Drawn b/ JDA Md BARS - CONT.-� - - - = - � _ - _ : _ ? � � _ � r d " - Checked by: PRT CONSTRUCTION JOINT 'A* „ r o II ° I I , O • � o n 3/4n r j/ !, ° p , v C a Y e Job No.: 970522 ^_ __ .. i 'y f, r ° ° a 1'1 ° • 0 ° O • 0 ° O • 0 ° o • 0 O / f- `. I I • - ° o • O JO • O ° 6" CRUSHED ROCK Drawing No.. P-DTL1 2" 211 r REBAR PER PL�,N a ° > J I ' I r ° D f, _ � u ^ „ ^ (°I " O • p ° O p ° U p ° O • c � r ° O o O o p c p ° O c U °Irl I 1y i e • u • 0 ,• 1 ° �° w • 0 • 0 • r° O O 0 • 0 ° Q • 0 0 0 • p 0 � X 11 ! 0 0 Q - 0 Q • 7 0 (� � 04 BAR 40 18' O.G o a ° 1 1 0 ' o ° 0 II ° o o ^ o t17VJi ° " o . ° 24" 11 .1_-•--- O c o O �, I I I D 0 • a 19 �' • �� O o `"1 f_-..I I i•---I I : ..- XIP STRIP OR 5c:)FT GUT a OF JOINT -160LATION t"IEMBRANE O . I ' . " ° ° ° ^ O ° o '� • U c r 1 o0 • O O If o11 Q • O op • �( ! I=1II�-III—• C " II n ° O SAW JOINT I h o £ o _ __._ _Y =1 ^ IiEi ° I I=1 I I II v _ 1 - r D 6 O f ^ o > I l a n^ ° --I I 'I I I ° f'-1�c I, n e °r L 1 e - " _ � D _ __ 1 1 p G--- -. ._ = ..= .��' - — —' —-+ -- ^ f, r N I I ^ I I r - • °° I! _ , —1 I !=1 I I _e ^ °� I I ISI ! 1=1 11_ 12' —° ° r er ^nA ° • • ° ' ° II hII ^ -� • r f' r - -- -1 - - - -p- - ° ° c - � - -_ ° ' 11 --III—III' c � � � cLY — _ .- u - Y � _� - � �4, II -DRY" PACK MORTAR. OR 3 4 ° r�'� I �� —_ �-- ® ° __ - .= -7 - " Y 1— — �' NON-wHRINK GROUT 0 r ' ° C r" �, I I d I ^ " C — —• - — re I , I-—I 1 I�LI- z e — �.� ; -J r . " •� r 0 00 I \ 12"e X 1211 SMOOTH " - -•- -- -- - _. 1=°-- °=I� ._ -i i" - ` _•M _ °�- --°- -r- _ L _ ^ ° 155.1 �_ f r n ° ^ f' !! I !— •••.•r O.L. _ _ • 12"0 X. 1?" '�M0pTl4 • v 4 -, - � -J r • - --r ! VERIFY iMd !3aR5 AT 18" DG. DOWELS 8' O.0 1 I I ! L_ DOWELS 0 48" O.G. ^ • - ° ► c c ° ( _ —. ---VERIFY LOCATION „ ' f + • W/ ONE EI�D _ , I , _ 3„ I 3„ ---(3' S E3A!s5 CONT. �••• � �,••"• OF T!41CKENED SLAB 311 ' GREASED. --SEE SCHEDULE ' .0000••• LOCATION W/ CXNER ----�' I + CONTROL ROL JOINV E Ll '�'ID CONTRACTOR GLR. ---�`-- -- -- - _ SHEr RAGE DOOR OPENING SECTION AT CONTINUOUS ROOTING DETAIL AT �B JOINT g COLUMN TO MDN. CONN. f __�_�..� �____�_._..._.__ 3 � - — I I/7' 1 .01 1 1/2 . 1 -m 4 ri• � 1 i t1 'I'yR-002151 I 7ftl►U SW UI IItIIAM 1 If this notice ;111111;11 c Icarer then the 2000 JUN n 2 cumcnt, thh document is of marginal ualit�- � � Illl��rOIlllltl�cl � 1 1! 11>>(fJIJiJI '!I!J! J !IIJIJf i IJ111111i;1j1 IjIfi! Jill 1,111► !I !Illiillilt ! !III!;! 'l�) l �lll ,!IIIiJ, �I!I III1111!11j!IIIII! 11J IIIII;!i ! Ilj!;! ;! ! ' :IIIIIIIIj !1�i� ! I!I!�1I1111 1 INCH MADE IN CHINA - _! _ 111 1111 'i Ij•I •ii•Ii it 1 1 I• Iwo'. 111111 1 "1 1. ••� 11.1111 11 1111111!i 1!11!11' I11!II"Illi llllllllliill 11!!i i! 1!11 Ili1!1!� 1 1i' 1t 11111�111J11!( II,11111Jj�I�Jj�I.I,11111J�J(II�I!!III . !!!I!,!!!!II! .!,111 11 all(IR!I!i1III1!!!ilil!II!llil.(I LIE!�tlils!1!'Ifll! Ilf{lililiifll.11llf}!1111!!{....Iwo'..,•.111,., ,.IIlI.lI11l�iisuift!1t.11 111,1:1.111,111111 11 ! II II I tl l 1 � p TILT-UP CONC. PANELS , (2) 04 BARS GONTINUOU6 • -_ EMBED TYPE "G'' ENDS OF P<',NEL (TYP..) . — --- / 3/4' (SEE I1/52) 1 - --- - ° � t c1i •4 BARS CONT. and Construction �erviCes Inc. T r P + PNL. ENDS _ � � � ° __-- EMBED TYPE '.� ' , �' ` 9025 S.W. Center Stre2i P.O. Box 23784 iie �• • - _ _ _ _� Tigard, Oregon 97223 TI V5 -" - �1_ c• - I" CHAMFER ---PLASC SLEE - T7P 9 It FIRST 4 -Q" OF REBAR i Phone: (503) 620-206 1 { , ' 3/16 71-1/2-4 ems° - -3/4" PANEL _jOINT FAX: (503) 684-3636 +~ l W/ BACKER ROD AND A TYP. AT END OF PANEL. -_- I /' • CAULKING — _ T� AND WINDOW JAMB 3/Ib V11/2 3" L 5 X 5 X 5/16 X 0'-8" I t° - _ EI-15ED TYPE "C" 3/I677- II ��''`------ R 3'e',�� .<8' i I • 1: (SEE "1/52) 7 F T1 P BOTH SIDESi> 3/!6 1 1/2-4 i I �. c� =_-__ ZI1/2 / PLAN }�-�� .�� T`rP TOP BOT, L/ 3 3- NOTE CONNECTION TC OCCUR IN —L x 2 x 1/4 X 4'-sD" LG TI-'REE LOCATIO,45 * EACH .J; 04 BARS 12" LCs. 6" O.C. JOINT 1. I'-m" ABOVE FINISH r-LOOR"t 2. 1/3 DISTANCE BE'I WEEN FLOOR B- TYP. AT EXTERIOR GARAGE DOOR JAMBS AND C'F LR RO .EGGE 3. 2/3 DISTANCE BETILIEEN FLOOR AND ROOF LEDGER r20 _ _ r16 PANEL TO PANEL CONN. AT CORNER TYP. EN�� ^F PANEL DETAILS . ROOF � �►•.,F V.1" a -?>" 1\1,7_') 3/4"#x3" LONG WELDED S D IMN. PT. EMaED 'rY PE ''A'' NELSON STUDS _ Jn. 1/2- =z' I/J' __ — I I -- --�- - IES"X�"X8' TYP.} =m.?' — I 1 — — _.._ __ 3 1, 1, REVISIONS.(� '-- __ (�� Xp! -Q'' BARS -------�-r r.l V4' . REVISIONS. 1 , — �_. = .=s41rr • ` )It N. PT, �I G�t-M PT ^U TILE 511"1. I - _'RAP FIRST 4' OF 8' Lr�NG BAR --•�--- n ° WITHPLASTIC TUBING. BACKER ROD�^+ / — -- -- i . • AND CAULKIN:s n • • S D'MNTP' l 3) •3X9'-Q" _-�� .� � _ �1,-- — BARS •2" O.C. A1Q6� I _4 REVEAL ONINDOW HEAD_ RECESS. ELEVATION E_F�PE "A" �g - IR• _—. MAC<ER ROD --- + - -AND CAULKING b S 'Z T. » • nj DIMN, PT. NOTE:CONNE�'ION TO OCCUR 19": __ 3" x 3" x 3:9" x IQ"r / "-- '' (2) •4 BARS X 18" LG. (AlOrb) n• ' S '' PR�J�IECT: ROOF L INE / .. -- /2 ' REVEAL- � lU •4 BAk2 X 18" Lfs. lA'1Q6)� Al SII"'. METZGER 2. WELD %" }Q TO '�1" RAFTER � ,n �_ `': i IrJ• I 1• s• 1• D IMN. PT. 1 MUIL.DING HAS BEEN FULLY -Jt ENCLOSED �:ND i;E.4TED. .— ____----�----------_ ---._ _... WINDOW "SILL_ (E—)—BECESS _ �F RECESS- i BUILDING 17800 S.W. DURHAM ROAD _ -_ _ � { TIGARD, OREGON 97223tooe�21 X DIAGRAM CHORC) C%O*-NN. r �� 1� PANEL DFrAIL8 ' a * _�✓. 1 u�2 -Q ._ _ _-.._.__ _.— I Imo ' • 1 _�n ... _. I CLIENT: _ I 1 3/4 DAVID - 3/Ib `_I 3/4 - -- 1/4 x 4 X Q'-8' SUTTERFL` CL�r METZGER i TYPE "®" �^ °D P.O. BOX 275 SHERWOOD, OREGON 97140 is 66 I541IR5 VERT I" CHAMFER — _ "3 �TJRR!PS AT 'I 1%2" C C -TYPICAL C Dote: _ Scale: BUTTERFLY CLIP Drawn by: JDA. 64,� - -- •� �_� -(A1mb AR x 18'' LG Checked by: PRT - •_ _ _ _ _ _ _- _ by - — - — -- _ - • - r' �-�.�` I Job No.: 970522 I _ -----T-T-- Drawing N o.: P-D TL 2 3/16 "BUTTEWLY" CLIP/4� 3 El-IBED '"PE "B" (SEE 111,15.2) W/ BUTTE CLIP 2'-3" 1 1/2 ~' (2) 1/2"o x 4" LG. 2'-6" NELSON STUDS :---11? 3/6 X 'I' x10' TILT-UP GONG. -'/ `--(2) 04 BARB CONT• tl EXTERIOR FACE OF PANEL P,4NEL3 +e ENDS OF !-ANELS I� • •••••• 13/4 � .1 1. rTMP ' , •�• • 1" 3/Ib 13/4 HAMF�R - TY c' .-/ •• 3/4,1 BACKER,. r 2 `�__ ULKIGROD AND 3/4 ' ..,..+ • TYPE "C" FA1.5E JOINT AT SIM DETAILS ••;�«" :••�, PANEL TO PANEL t;ONN. `"F F T �..'� TYPICAL PANIEL REINF"ORCING 17 TYPICAL EMBr,,.—.D�S _�.. 15 _. � . _ _ 1 1/21 tI'P 98-O021,I 2 of 26 If this notice appears clem.(.1- 111,111 the JuN q 2000 .116culneul, the docunlcnt is of Illm-4-611;11 1111111ih. I!11C1-()1111111'(1 ,I ,l{1�1j1j!jlj!ji{i{ ! ljlj! i' !{lil! ! I;I�I i !{Ij!ii !ji�lji i�ljl�i I�ij! ilijlji!I I lj I i�i;; l! !Ili II�'lij ! iiiji !I{i !!{ ;i I l�I;IIi(I�ili;lll ' ;Iji� l!Ijl{i i' I ;ijl� l i i! 1 INCH MADE IN CHINA47 fr13 _ •�A 1• I 'ili I Iii I' litllll iltiill"i,l ,i li{illlii I' ii 1• 'liliill tilnll Ii1!ul t 11 '7"''t' t 1111n 1 111111 11 ull I nlllUlllnn !nlln III 1 II 111 tri)IIIIIII11�11{Illillj�III�111.(�I�lhI11►l�Itlllllljl.l, •!IIII;1!I,lllf.!!!1 !'.,(.I' •..11 !Ill�Illi I�,:i�1I111i114�.1J)i,. ,,.,I..,....�, iilii:...,,...f,li..l!1111....,,.I,,..,•.,111,,, .,11.1,,,1.,�t,It1I,II:,,�ilili,l 1,1111,11„1 ,•:II�,,,III,I,I„ ,11111,II.,I,111111,��1�,111111111,1111 1 1 • 3 - r ADD 2x4 (FLAT) AT 4'-0" O.G. I �� A53 B ROOF;NG BETWEEN JOIST. ATTACH TO ROOF SHEATHING W1 %D NAILS AT tb" O.C. and Construction Services Inc. CCVERIr,tG -_ ---- 9025 S.W. Center Street P.O Box 23784 Tigard, O!egon 97223 1 ---- Ib GUAGE DEEP LEG T1c4GK _ - FIRE SAFING BETWEEN FLAT W/ Z" LEGS. SCREW TO SHEATHING 2x4'S. EXTEND GYPSUM W/ (2) 08 SCREWS AT EACH Zx4. Phone (503) 620-2086 @lOARD TO UNDERSIDE FAX: (503) 684-3636 OF S�IEATHING `��----6' -18 GA- TRACK. SCREW TO STUDS W/ '8 3CREW6 EA. SIDE. TYPICAL TOP AND BOTTOM TRACKS NOTE, DO NO* SCREW GYP. DD. b"-Ib GA. STUDS AT 24" O.C. - TO DEEP l_EG TRACK ALLOW FOR I" MIN. DEFLECTION, TYOF E "x" GYPSUM BOARD AT EA. SIDE. HILTI NK .!45"• DX POWDER �- ACTUATED FASTENERS AT 2'-0" OZ, (OR APPOROVED j EQUAL) W/ 11/8" EMBEDI"F' ' � I -REFER TO D T ' 11 !'/5 ; cC'R 'Nr-ORMATION ! - � I • r2_623 2 HR. AREA SEPARATION WALL 2 6*� (2) 8"-16 GA. JOIST W/ 4' -Ib G:,. M 1/4"0 HILTI KWIK DOLT TRACKS TOP AND BOTTO ltJ/ 2 I/4" CMdEDMENT "8 SCREWS AT _ �® Ib GA. JOIST A' Ifo" O.C. AT 32" O.G. LOCATE i 24" O.G. AND AT ^W/ 8"-18 GA. TRACKS ADJACENT TO 8" J511'. TRK. - _ � W/ L3x3x►4 GA. CLIP A' EACH JOIST TO TI EA. JOIST W/ (2) "8 CONN. -`SCREWS TO JOIST. Ir u zz) � 01 INSTALL 1_24,xib GA.- ,p REVISIONS: CONT. W/ 08 3GREW8 AT 8" O.C. LOCATE - (1) SCREW INTO VERT \� 3/4" JOINT W/ dAGKER S/8" EXTERIOR FACE OF HEADER C AND %OF SCREWS ROD AND CAULKING GYPSUM SHEATHING = 6"-1& GA. STUDS AT I&` O.C. W/ T 1 .N,O FLANGE OF QST. OFFSET GLAZING S`rSTE!"! I i"ILTi NK .145"• DX POWDER R-19 BATTS. PROVIDE 2 STUDS W/ POLISHED ALUMINUM ACTUATED FA5TENER5 AT �. AT HEADER LOCATIONS ABOVE FRAMES 2'-(D" O.G. (OR APPROVED EQUAL) W/ 1 1/8' EMBEDMENT i �•. 1/4"0 HILTI-KWIK BOLT AT 32 . O.G W/ 1 3/4" EMBEDMENT. SECTION DETAIL k ]� C el JOINT W/ BACKER L.L IL y SHIM A4 ;3!EQUIRED ROD AND CAULKING -GALV. FLASHING SET IN 3/4" MASTIC. PROVIDE END b"-Ib GA. STUDS AT Ib" G.G. W/ DAMS AT DOOR OPENINGS - - - R-19 BATTS. AND END OF WINDOW PROJECT: SYSTEM. METZGER _PLAN VIEW _ �g SILL DETAIL BUILDING 7800 S.W. DURHAM ROAD PROVIDE BITUMEN BETWEEN STUD 'TIGARD, OREGON 97223 AND TILT-UP WALL-TTP. r24-N� UOREFRONT FRAMING DETAILS ' !:,G�--, 1 1/2" • r-m" CLIENT: 1 11-2 DAAD CONCRETE PANEL WITH 2x6 METZGER BLOCK-OUT AT INTERIOR FACE .- 3 1/4' -- L3x3 14 GA. - CONT. UJ/ 1/4"0 OF PANEL HILTI-KWIK BOLT AT 32" O.G. CONCRETE PANEL WITH 2x10 (AT F.A. STUD) AND (2) NO. 8 BLOCK-OUT AT INTER!OR FACE SCRi:W9 AT EA. STUD LOCATION P.C. BOX 275 — 01- PANEL DACKER-ROD AND CAULKING SHERWOOD, OREGON 97140 L3x3 14 GA - CONT. W/ 1/4°41 -� / 1/4"0 HILTI-KWIK BOLT AT 32" O.G. r _ HILT I-KWIK BOLT AT END C HEADER AND (2) NO. 8 SGriEIL'".�' � !.i+/ 1 3/4" EMBEdMENT. - -- v TO TOP OF TRACK `� 1/2" PLYWOOD. SHEATHING W/ Date. _— 6'' !b GA. STUDS AT 16" U.0 W/ SHS AND Ix4 TRIM. - --�_� ------ 6"-'b GA. STUDS AT 16" O.C.INGLEScale: 1 11201=11-0" I R-19 BATTS. PROVIDE 2 STUDS W R-19 BATTS . k r-, AT .4EADER LOCATIONS ABOVE. I Drawn by: JDA Checked by-. AN ( 2 8"-Ib GA. JOIST U:/ b"-!8 GA. - -HILTI NK .145"o Dx PCuJDER ACTUATED FASTENERS AT 55CREWB AT 24 ' O.0 AT EA, 8"x18 GA, TRACK AND JOISTS Job No.: 870522 TRACKS TDP AND BOTTOM W/ o o 2'-011 OD.G. (OR APPRO/E -- AT 16" O.C. W/ '8 SCREWS Drawing No.. P--DTL3 '"e .'rC.R TR4t.:K TO JOIST (_-ONN. o EQUAL) W/ 1 1/8" EMBEDMENT. _ rAT TRACK TO STUD CONN. { PROVIDE 2"xIG G/A STRAI;55 FROM E ! CORNERS TO MID SPAN Or- OW F HEADER --1%2" PL` LLC gHEATHING W/ 1 i AT WINDOW IGNEvRON). CC.INNECT TO EA. JOIST W/ 08 SCREWS. C-CNCRETE PANEL WIT" 2x!0 SHINGLES AND 1x4 '(RIM. BLOCK-OUT AT INTERIOR FACE L3x3 14 GA. - CONT. W/ 1/4"0 ........ (2) 8' _16 G4L JUIBT W/ 4"x18 GA. OF PANEL HILTI-KWIK BOLT AT END OF ( 2) 8"_Iro GA. JOIST W/ 6"-18 GA. TRACKS TOP AND BOTTOM W.' HEADER AND (2) NO. 8 SCREWS BET TRACK AT CONCRETE PANEL AND FLOOR TRACKS TOP AND BOTTOM W/ - '8 SCREWS AT 24" OG. AT EA TO TOP OF TRACK IN MASTIC. PRIOR TO INSTALLATION. SEE DETAIL - TRACK TO JOIST CONN. . •• ••+••• GI24 ON THIS SHEET FOR SILL DETAIL. � !!,CREWS AT 24 O.C. AT EA. �' �- ..... TRACK TO JOIST CONN. ----- ••• PROVIDE BITUMEN BETWEEN STUD AND TILT-UP0 too: • too _.... .. WALL-TYP. - -- _ �l-- STOREFRONT ST!3TEr!- a•••• 1/2" BANDED PLYWOOD W/ Ix2 ^•^- BATTS AT 2'-C' O.C. / Ix4 TRIt`T _--_- _ .... •`••` . .... . . SECTION DETAIL DETAILS J•..•. • •,_ . •. A HEADER SEuTION (B)— SHEET ._ .. •. _PLAN DETAIL_TAIL C FRAMING DETAILS STOREFRONT ' I tiZ x I'-0 lit IP 09-00261 7800 SW N'MIAM .,. �.. .-..-.._....wr w.-.. �. Ni ?3 o1.26 if this notice appears clearer than the JUN 0 1 2000 rument, the document is of marginal quality. illlt [O�III1lt;C1 IWHIM I I'I I! ! !I! I ' I ! II ! I ! II1 ; 11�1 !�I INCH ' M CHIN MAK IM A II 1 III I!I.II III II !1111 ! 1 f1 I! 11111111 1111!1 1!!111!!1!1 I II!! 1111l;!III1111�1II Iltl {IIl�!!'I�!{illlllfll!1!!!!I!!�!;!IU-1�!!!III!! Iltlliiii�!i!li;��ll;I!!�;II!III�!1�{ILII';;!!;III'!!�!�!!111��111111!11{11I�!1111�111!ll�' � II,Illlll)II)I IIIL !111!!!. ! 1�1.. �1t1h1!111 I _.I, 1-1 -_il._il.-._..._11.. q a►; F _ 21'-II I/4" r - -------- - 14'-11 1/q" ------ - --- 21'-II I!•1" �� _ ---_ _� _ ----` _ -- ----- and Construction services Inc. „ 16,-I 1114 2' 3' ` 9025 W Centel, Street ' F' 0. 8ux 23784 ! I — Tigard'(kegon 97223 -� _ _ __. _ _ _ _ _ _ . _ _ !_ _ 1 __ ! _ __ _. _ _ __ .._ '_ _ ' _ '� �A) I __ I _ - - Rhode (503) 620-2086 = = � = = { I = = -- _ FAX. (503) 684-3636 14A 5� 4t- Tq, 14D 14A I I OPEN-�� 5.2 Ci4A IOFFN I ( O , N I I O PEN ! I�- - - . ,� r ! I I - I 't► ial ! .- ! I I 14p ---� - — - --t31r1 1 I 14A�� ! ! I I I I I I I 13A f ' � � I I I I 1 I !; ti ,-. I I I I I - - - - - - -- — _ _ — '-- — �� !•3E QI - _ - —_ -- + .�_� I II ' I!? REGGE65 I,� _, ! } `'✓ 1/7 RECCES9 I I1 I I 13A !' ` , �� ► 5.2 T t 1 _ i F /---OPEN--� i i � � � i ! ',.--•. T F I g.2 O P E N I I O P E N I �! I ID I ! 13D _ v Li -11 1/21, 11 I/2" I'-6 !!�•, REVISIONS: - �- lo C3PANEL ELEVATION PANEL ELEVATION --- PANEL ELEVATION 3 I/4" . I'-V 2 28'-5 5-' " -- -6'-6" --- -* -6 3/8" 3:-1„ 3'-2 5/8" 3'-6" 3'-2 5!8,1 -61, 1 PROJECT N O T E S ��___-•----- __ . ._._.-_ 14A 1I 1451 I F z I s� I I ! METZGER REFER TO SWEET 3.1 FOR PANEL_ LOCATIONS I I I I ( I l CONTRACTOR SHALL VERIF'T ALL DIMEN5iCN5 = I I BUILDING AND EMBED LOCATIONS AND TYPES 1 I 78i�0 S.W. DURHAM ROAD ALL PANELS s1-LACE BE 1 I/'1' TNICK I N i I ' I I ! I ��, _'1GARD, OREGON 97223 ! I Cr'' EN I I OPEN I I OPEN I 140 ! I 13"',\ ( I r REINFO !RCINm G ice _, ! y I I .5� I I _ r CUENi REIt4FORCING AT ALL EDGES DOOR AND WINDOW OPENING5. : ' "� Bt.RS - CONTINUIOUS I ! I I ! I ( � DAVID 1 '' ►4A ' I I A ME TIGER T1"PICALL R'ERTICAL REINFORCEMENT ""� E:�"AR4 AT Im" O.0 ! 5Z I ! I I I I ,p •q, ( AT PANELS 12-©" TC 2h'-1©" WEl(�j"T I I I I I I I d s' TTPIGALL /ERTICAL REINFCRGEMENT •4 EARS AT I " O•G I I ! I I I I I "I , + P.O. BOX ?75 , AT PANELg 21'-6" NEIGNT, C� __ SHERWOOD OREGON 97140 - - - - �i4E TYPICALL WORIZCNTAL REINFORCEMENT 04 ®ARS AT 12" O.C. li2" RIrCGE35 � /AT ALL. PANELS) I I �� 14F I I 15 _ j ! _ „ -}— -�� -� hate: REFER 'C DETAIL. 19/5.' FOR TYPICAL "ENCS OF FFANEL` REINFORCING h, 15 I 15 I � \ b.� ! li `_`_� Scale: 1 i'4 - 1 -0" I'. r 92 5�OH. 0 I I' Drawn by JDA KEY NOTE 8 j i c P E N I I' Checked by PRT ----_---__-.__ _-- Job No.: 970522 �A) EM15ED TT'PE "A" SEE 1.1/5.2 _ i; I F3 - � ._ I �, Drawing No P-PNC-ELEV-1 EMP.ED TYPE ,P , 5EE I ! CSI EMBED TYPE ,L,: 5EE 11-'S2 11 I1;" II I/1" 1'-e, 1/2" I I � 16'-11 1/4" •e.• j u • •• R •e•e I PANEL ELEVATION PANEL •' .. 4 _._ ELEVAT101ti� SHFET .. •• ` , n•m r•e •e• 6 . 1 , 11111199-00261 790l►SW DURHAM 1 .14( 2 .. a• n.7 1 ,'�j• .,�„�"'_ ., .r ..?'.,. .. �x ... � ':(.7: .' -„ue�:,,...�-.•�+w..-'r^... '^-'t^'^'�....1,.,.�, ,• , . i ".. a ... - II i 2000 ` If this notice appenrs clearer Than the JUN 0 Z r, . ument, the document is of mart;in:ll lllRalil�• Illl�'fc�llllll�'ll CTTr11�! Ijl�l�li ! jlj !!I� !�l�I�l�!;I�i I I�ljl�ill�l�I 1�I�I�i�ljl(I I'!j!<<;! ;Ij! I ljl� ;I`i,i �;►! ! Ilj 11�1111111`Ijlj!j! jl� III ! IIIlI Ijlit, ! (Ijl Ijlj j: I ! ! jl! !• !. I+ ; HIM MMR 0 CH INA i417 3 I ,. I •., ! , nnll , Int 1 Int InuI1n1 unl„u 1,11111 1n , I I �!I O III Iljl!'!1 ill�ll!!.!II!j!!!I lit!!!!!! !!!,j'!I! (IL!�111i1i!!I�!!I!IIIlI!!lILi1!l�IIII.I!!ltill!I!ill�tlll !11!!!1!Ili!ill. I!i!!!!!!!I!!!!!!II!I!i!!!!!I!I!!IIlIliiiill!i!li.I�Iill;,!!;IIli11j,.,, .!I,l1,,,11,11� 1�1 .111„111!,11,11.��1{,,,,,,,I!IIII,1111 - A,H..ar,,yH�lr,#i4t✓M1'^+ e,,,;,�r,..,�..y..'^J'V:Te•- I I ��..� Am 4 I and Construction Services Inc. 9025 S.W. Center Street P.O. Box 23784 23'-II li4" -- _ ^._ ?3'-I1 I/4" �— _�._ 23'-3 3/8i____. -- A_ �__ __� _ __ _ � � f igr7rd, Oregon 97223 � _ 13'-II 1/4 ?' " ' 14 Phone: (503) 620-2086 ' FAX: (503) 684-3636 }- - - - - - - - - - - - - - - - - - -'_ _ _ _ - ' r- RECESS I I C n = I I I I I I \ 51 I I I I I I 14A 1 �4C 1 I — -0 1 I I OPEN I I O N I pl (154A 1 I � � I OPEN I 51 T m 14D 13A I I - 08- °� (� t7- s I I g I g� I „ i rt S F, xc�IRt:> i- - - rt - - - 1- cl C34Ari 15 I i 1 N � I _ I I I I I I 52 - - - I I !� a I — 1 — — — — — --I — 4 _ _— . 352 G4E `1 14F 1,12" RECESS 15 1 I I I t- - - - _ -- _ _ — _ _ - -- 1 — f— ! I 114A \ I - OPEN 14F I I �D 0 115 I I 14D I n j 1 I I N l OPEN I �y `� 5� ! I 5Z li I� SIM. /1/2'' RECESS J II'I OPEN I OPEN I 1 I I cc 11 I, I I I ! I REVISIONS: I I I ► I © I I .I a �I I I - - - - - - - - - _ _ — — _ _ _ _ _ --- _ _ ------- ---------- --- - - � - - - � _ l - - - - - - - - - - I----r--1--_ _ r - - - - - - - � - - - - -- - - - - - - _—. �_ __ - - - - - - - - - - - - - - - -- - - - -- - ! I'-b 1/2" II 1/2" II 1/2" 3'-1m I/8" 4'-8 I/4" �— 14'•6 3/4" � 4'-8 I/4" 8 -11 I/4" 12'-0" 3'-?J" 23'-111/4" 23'-111/4" _- _ - 2'-b" 14'-41/8" — fa'-41/2" PANEL ELEVATION PANEL ELEVATION --PANEL ELEVATION 707 — -- _- 6 ----- a , _� 5 PROJECT: 23'-11 5/B" 23'-111/4" _ _ 13'-II I/4" NIETZGERi BUILDING 17800 S.W. DURHAM ROAD TIGAPD, OREGON 97225 REFER TO SWEET 3.1 FOR PANEL LOCATIONS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, I I I }I — EM15ED LOCATIONa 4.40 TYPES. 1 I —ALL PANELS ARE TO BE 1 I,'1" TWIGK - - — — — -- — — — — _ — - — — — — _ — =- _ ! CLIENT: REFER TO REINFORCING DETAIL ON SWEET 6.1 _: w _ _ _ _ _ _ _ _ - r = _ _ = -. _ =t I I _ _ lG _ `� `✓ 14C 14A I Ri DAVID ID 14A � I � � I I 52 : �5Z I i � r RE I N F O R C INC 44 1 l i rte, '� �� 1 L�E� REINFORC:IN63 A- ALL EDGES I _ ► ____— I AND DOOR AND WINDOW CPENINGS: (2) 44 6AFt.3 - CCNTINUIOU9 P.O. BGi( 21 I I SHERWOOD, OREGON 97140 TYPICALL '✓ERTISAL REINFORCEMENT: 05 BARS AT 10" O.G. CAT PANELS 22-0" TO 26'-6" WEIGNTi � I 14A- - _� Dote: TYPICAL.L /ERTICAL REINFORCEMENT, +A BARB AT 12" O.C. CAT PANELS 21'-b" WEIGI-IT) (� 1 0 I Scale: _ _ I ° I _ " / I - �, - Drawn by JDA� I/2 RECESS --— TYPICAL L HORIZONTAL RE iNFORCEMENT, 04 BARS AT 12 ' O.0 I _ — --- - �pJ =: I 14E y I rat ALL PANELS) I 15 I Checked by: FRT 14F Job No,. 970522 REFER TO DETA!L !9/'5.2 FOR TYPICAL ''END OF P4NEL" REINFORCING. I 1 1 I 52 J 15 Drawing No.: P—PNL—ELEV-2 9 ei.. I I I ,— OPEN —' 14A - ep I II 1 L 15 1 14F g� -- -- -- --_ -- - --------- 01,.4. ora. I I' KEY NOTES I 14A I 51 I 51 1 I1 ii EMBED �7PF 4" SEE !1/5.� I ( ! I°J -------- Er"1BED TYPE r3' 3EE 11/5.2 13: — EMBED TYPE SEE 11/5.2 I -- _ -- - - - - - -- .- - - - - — - - — — — —, - - - - - - - - - — — — — -- 2'-0 2'-0 1/2" —� 11 1/20 too " •••••o •••e•, • PANEL DET'AiLS' . PANEL ELEVAT10N PANEL ELEVATION SHEET 9 It 6 2 11111,09-00261 78an 5W UI*[IAM If Ihic notice olrpe:u•s clem- r 111.111 fire JUN 0 Z ?.000 ILI umenf, the dorunrent is of mar�,in:rl quality. Illll,l'f i1�I11CC� C9 111111y1111 T;j�lll,lllllil � l� ;lil,� i,l! ,� IiI!� _,.,' ( , 111i1i�1 ! Iili .11�illil�i`=11 ;1�i��) Iil;l;l�lilil,! I ;!I�Illjliijl I I !l�I�llill! INCH MADE IN CHINA I}1111111 11!11 II Ai and Construction Services Inc, 9025 S.W. Center Street P 0. Box 23184 Tigofd, Oregon 9122' P�ione: (503) 620-2086 FAX: (503) 684-3636 21'-6 3/8" I 3/I6' -- <v � r r t t 4 105 __ _..0 I — I I _ I �t► I — I ! _ I _ __— ��— I — 1 i I 0 I ate! r , ! I I I I I I I I/2RECE35 I I 9 � 1/2" RECESS i4 14E I ! I I 14E ` l I i e4E5� I �'C i (114F 15 `J - I ! 14F 15 II I 14►= 15 \0 ! ! ow. I 52 I I 5.2OW M t3 , 14F � I Nei '' I t 52 Ak— (7 REVISIONS: _ A 11 2" 2 2,. 2 II 1/2" II lial I I 4'-1m I/8" 12'-011 4'-ID 1/8" 4'-1rD i/8" !?'-sa" - -- 4'-I® 1/8" 4'-9 3/16" 12'-(d" _ -9 3;16" __.� _ -- ,ic_ ._—_. I ' ��`' ELEVATIONPANEL ELEVATION PANEL ELEVATION PANEL _-- 12 _ ___ -.___. 11 10 4 , PP0,17T -- METZGER ' N O T E S BUILDING REFER TO SHEET 3.1 FOR PANEL LOCATIONS. 'SOO S.W. DURHAM ROH CON"RACTOR 5HALL VERIFY ALL DIMENSIONS TIGARD, OREGON 97223 AND EMBED LOCATIONS AND TY PES. CLIENT: y REINFORCINt'a —_ ^-- - DAMID REINFORCING AT ALL EDGES METME AND DOOR AND iLI,NDOW OPENINGS: ('A) +4 BARS - CONTINu10;:5 TYPICALL VERTICAL REINFORCEMENT: '5 5A!R5 AT !rL" O.G. P.O. BOX 275 (AT PANELS 22-a' TO SHERWOOD, OREGON 97140 TYPICALL VERTICAL REINFORCEMENT: 04 BARS AT 12'' O.C. i — (AT PANELS 21'-6" HEIGHT) Date: " TTPICALL HORIZONTAL_ REINFORCEMENT: 04 BARS AT 12" O.C. Scale: 1/411=1'—Ott (AT ALL PANELS) Drown by: JDA REFER TO DETAIL 19/5: FOR TYPICAL "END OF '-ANEL" REINFORCING. Checked bv: PRT Job No.: 970522 -KEY NOTES i Drawing No.: P—PNL—ELEV-3 A ------ E^MBED TYPE "A" SEE 1-1/52 ; (J -- ---- EMBED TYPE "B" SEE 17/5.2 I (G� --- FMBED TYPE "C" SEE Il,zi2 ! •• r•tee; ••«• I see••• to «' • I PANEL « -to«« EL.EVA110N3 to r d SHEET 6 ,o3 Ifl 1l'98-00261 '800 SW bURIIAM 16 If this police appe;irs civarer than the JUN 0 1 2000 dOCIIllletlt, the document is of, marginal quality. I1;11_'I011II11ctl II!Il-fllft I !1I INCH I I� ,I �tIIiI'� I' III�I �IIi�i!II i! i�If!�,l�.�Li� l ltF;iI ll!fliI lilitIT�II lil63`t! I±iIIiI� I1,l7Ijid MAO[ N CHINA ,� ;!,! !' II i!I I III III (111111 III!!.II 1{!}!! }1!!I!!!! !i!!{!III 111!{111) I!!I{111!111!!{!! I !!!! 1111 I IE{IH!i� !IIIIl1 Hli{1111 I!!!iiilii !!!i!!!!!!!!!Iltl!!!!!!IIt1!ttl!!li!;ilililli;;;gill;"•!';!lI;III!!'I'Il111;;;h;III!!!!!!;III!!tllllltl!!!III!!!i!l!II!IU11!I!!!! • -�� IIIIIlIIIII, II I 1111..II�1 t 1. .tl... , ! '