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8740 SW SCOFFINS STREET r ir @ h � El on 9025 S.W. Center St. - Tigard, Oregon 97223 Phe- 503Fax �5020 3� -20866684 3636 UP E MWECT INFORMATION ERAL NOTES `--� ,� • _ r,�,�,,T _ _ - WOW FRAMINQ - CONT, CONTRACTORs MN CONSTRUCTION � JOINTa LOCATE AND "TALL CONSTRUCTION, IAOL.ATION, AND 13. WOOD STUDS MAY BE NOTCHED TO A DEPTH OF 25% OF WDTI; MAXIMUM, EXCEPT CONTACT: MARLANLD t-ENDER$ONl � TN: INTII W OF TIMSE PLANE 18 TO PROVIDE CONTRACTOR& A GENERAL GFOR A UIDE INTERIOFE NONDEARING STUDS WHICH MAY IDE NOTCHED f0 49M OF WIDTH MAXIMUM. STUDS MAY BE BORED TO 4 WT PR AND WO IRJLL, C,'Y'1l"LEETEE FO:�LE t�ECT CONTROL. JOINTS, AS INDICATED OR REGaUIRED. OU��IER: SCOFFINS PROPERTY, LLC ¢►'� � 12b" S.W. WALL BLVD. >i CONCRETE PL-,AGEf"EN1': COMPLYH ACI 304, YyU1DE FOR MEA8IURINiG, W40% OF WIDTH MAX. EXCEPT INTERIOR NONBEARING �1;`•�' G TM PLANS, SPECIFI'Cr4Tk7NI1s, NO`rE8 AND OTHER CONTRACT DOC.I.M 1ENT6 WILL GOVEfRNI MIXING TPANSpOPITING, AI4D PLACING CCW-.PETE" FOR PLACING GONCRET'E STUDS JINICH MAY BE BORED TO 606 MAX. WHEN EACH BORED STUD 18 DOUBLED uJONK, TIME ARE N�TVCW TO DE COMPLEMENTARY AND N A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT WITH NOT MORE THAN TWO S1,�CCLSSIVE DOUBLED STUDS. TIGARD, OREGON 91223 TW COCPERATIVE AND TO DESCRIDE AND PROPA F FOR A COP"M"LETE PROJECT. IIIIOGeri CONCRETE PLACEMENT UNTIL OTHER AF4�ECT'ED uAOEeK It w, IN NO CAGE SHALL THE EDGE OF A fDOFlED HOLE BE NEARER THAN b/d' TO THE EWxIN •' ••R: NICOLI ENGINEERMs, INC. AWn'ri lING N nZ Nii•'fR 94C.ATION6 AND NOT ON THE PL 1, OR ON THE PLANS .AND NOT to CONSOLIDATE PLACED CONCRETE USING MECHANICAL E06E SOF A STUD. IN THE SPED►' iCATIONS, SMALL BE AS TWOUGOIL H SHN C* 1lENITIONED N BOTH. VIDRATNG rAWIPMENT WITH HAND RODDING AND TAMPING .'.C(:NTR�TOR SHALL VrRIFY COMP.-ATIBILITY OF FASTENERS WITH PRESSURE PjO. S.SOXX.C23164 ENTER STREET ISEF MI O SIPECPIGATk" AND VANIDARO PLANS 0M .:j PART OF THE CONTI:ACT 60 THAT C"CX4MTE IS WORKED AROUND RE ANDTREATEDMEI''IBERS TIG REG OTHER EMIMODED ITP DCJGtUMENTS, '"18 At*".) PHONE (5D3) 62D- INTO FORMS. TIGARD, OREGON 9"1723 • PROTII:GT �CONCIRETE I'ROI"! PNl"81GAL DAMAGE OR R201=0 11, PRIOR TO INSULATING > GGVRRING WALLS - CWEC:K 4 TfCrHT'J:N ALL DOL.Tfgiy � WdILE IT IS LIEVED THAT MUCH RT OF THE INFORMATION PEANWSG TO C:IN PITICUNIB STPE'NGTH DUE TO WEATHER EXTREMES DURING MIXING, CONINIECTIONS. FAX = fbta3) 684-363(piSEFRAU H MAY AFFECT TWE COOT OP TWE PROPOSED WORK WILL IDE 8HOW14 ON THE PLACING, AND CURING. CONTACT: EN. KETC!-IUM, P.E.P I"LANS ry!R INIDICATIED IN THE SPECiFIGA'rf", THE (OWNER AND REJ. DOEao NOT - IN COLD WI-ATHER COMPLY WITH ACI 306 IIFW AN'T TTE~ THE GOI"N°LETENESS, ACCURACY, INTERPRETATk2N OR DEDUCTIONS OF - IN HOT WEATHER COMPLY WITH ACI 305 FIRAMING C:ONNIECTI�'?�Ttl= �" 'c�IC.4L GRI iT I T CONTRACTOR'S RESPCNbIDILITY TO ASCERTAIN THE — ' SUCH W�oN1MA►TIONI. S HE T �� WG1+�D � JOIST TO SILL OR GIRDER TOL' NAIL-- 3- ad ENGINEER: 9125 SUV. OEAVERTON-NIELSDALE HWY;• A�� ��'�'�t pdSTEN= OF ANY CONDITIONS AFFECTING THE COs. OF EHE WORK A4T*1 SEEN D18CLOftD DY' nWASONARSLE DILIGENT EXA",NATION OF TI* CONTRACT N LIMING MA :RI_ALIS _ I" x 6" SUIS-FLOOR OR LE88 TO EAGN JOIaO FAGS NE 2 - 8d SUITE 4m ! AND SITE. FAILURE OF THE CONlTRACTOW TO MAKE AN 'EXAMINATION W1OER THAN I" x i" SUB-FLOOR TO EACH J018T, PAGE NAIL 3 - ad PORTLAND, OREGON641 91�E3 5 APP�'b'�''�..,.�.�....--r NIECE88ARY TO DETEl0INE GENERAL AND LOCAL =NDITIONS AND AL.L OTHER L pEFORMED RENPOR .Ws BARB: GRADE 60, UNLESS OTHERWISE -----A - bB 2" SUP°►-Fi OOR TO JOIST OR 01POER BL NO AND FACE NAIL--- 2 - Ibd PHONE : 'sr�l3) b4E-3416 iM1rIAWtbcFdbw..» ....t D CON0!T10NfN 1,�WICH MAY AFFECT TIE WORK Ut"R T .oils CONTRACT SMALL NOT NDICATED. SOLIE PLATE TO JOIST, SOLID DECK OR ISLOCKNG, FACE NAIL---16d * 16" OAC. RELEASE THE CONT1tACTOR FRC7M OSDLIGATIONSS (.1F THIS CONTRACT AND SMALL NOT TOP OR SOLE 1"�_ATEr TO STUD, END NAIL------ 2 - KS, AAA- I ENITITLE TFE C:G7NITRACTOR TO ADDITIONAL SATION ON ACCOUNT OF EXTRA 2.pEFON!"1ED meiNFORCINIG A - 106 STUD TO SOLE PLATE, TOE NAIL ' - 0}t TABLE CONTENTS WOW OR TO AN EXTENSION OF TIME FOR COr'1PENSATION BARS TO BE WELDED TO EMBED ITEMS --- 2 ' a p DOUBLE LTU1D, FACE MAIL IOd � 24" O.C. - — T14E CONTRACTOR 6WALL, UPON D16COVERINIG ANY ERROR OMlbSIONc OR r).�� � bi �l' L •�e ,�;6TM �, i$,DOI�p�t gED�LE TOP PLATES, PACE NAI L - IDd 0 24" O WA;NW6T�`NGY IN THE PLANS OR SPECIFICATIONS, N'1•EDIATEL.Y CALL. IT TO THE SOLE PLATE TO JOIST, SOLID DECK CR SLOGGING AT --- CS C01/ER SWEET, PROJECT NOTES 2S REFLECTED GEILIN.-y n LL HAVE P�IO CAUSE FOR A CLAIM WaEV E 4.LAP ALL PJARS A MINIMUM OF 36 DAR DIAMETERS (2'-0" MINIMUM) AND Ir' ;ORMATION ELECTRICAL P'...w: ATTfE'.NTION OF Pita. CONTRACTOR SINS pRACED WALL PANELS _ SPECIFICATIONS A' SPLICES Ul'"C ! NOTED OTHERWISE. 04"LF TOP PLATES, MINIMUM 48" OFFSET OF END JOINTS, - a - Ibd 1,1 CODE SWEET 2,6 NEBTROOI'1 ELEVATION / DETAILS >rct.A?Flt� �ION BOOK G:ONTQACTOR HAD 'PERSON TO BELIEVE DEFECTS M THE PLANS OR AT ..L W69.1.) AND FAILED TO PRESENT TIMELY OBJEC.TFON TIIIENeETO- FACE NAIL IN LAPPED `RES MAIN AND LOWER FLOOR PLANS 3.1 ELEVATIONS `—� UCMALCAAII S.SI"L-IC:EB OF HORIZONTAL 725AlR IN WALLS Ah D FOOTIWvb 6HALL �,OCKIN�, 15ETILEENI JOiBT OR RAFTEIM TO TOP PLATE TOE NAIL 3 - 8d 2J Z 3 ¢HEAR WALL PLAN 4.1 BUILDING SECTIONS .���'H PERi*.-*j:. NOL VvW IN ILIORK ON THIS PNOJECT 8WAL'_ nE RESPONSIBLE FOR BE STAGGERED. RIM JOIST TO TOP PLATE, TOE NAILS---- — � -----ad * 6" O.C. 23 FOUNDATION AND MAIN FLOOR g,l DETAILS NLSI+CDOCt1� EY.AMNATION OF WILDFNiG SITE,. M A46 AND SPECfFICATI"- FAILURE TO DO 60 WILL TOP PLATES, LAPS AT CORNERS AND IN�TERZECTIONS, FACE NAIL ---2 - 10d NOT RELEASE SUGCESBFUL, FIBBERS FROM Pr.=1 ORM(NG THE WORK NPICATED BY 611INIMUM CONCRETE COVEAACme. THE FOLLOWING MNWIUM CLEAR WILT-UFO HEADED, TWO PIECES WITH IPS" SPACER _I6d Is Ib" OCG. FRAMINCa PLAN 52 DETAILS ft" AND SPECIFICATIONS. DISTANCES BETWEEN FaIh11;ORCNCr STEEL. AND FACE OF CONCRETl!'. SHALL 15E CONTINUED HEADER, TWO PIECES ALONG EACH 1.4 PROOF FRAMING AND ROOF PLAN MAINTAINED UNLESS NOTED OTHERWIMEr EDGE I ALL.. WANK AND MATED!ALS SMALL ISE L4 FULL ACCORDA%X2 WITH THE LATEST RULES �Zy ON EAS_ CENTER OF AND REGULATIONS OF THE UNIFORM BUILDING LODE, STATE STANDARDS, THE NATIONAL SLAB CEILING JOISTS TO PLATE, TOE NAIL 3 - ad DESIGN! CRITERIA ELECTRICAL CODE PE1,MIDINIG CODE, LOCAL CITY ANID COUNTY CODES AND CONCRETE BELOW GRADE, FORMED OR EXPOSED TO USATHER----2" _ - - OTANDARDS, THE APK"15LE DATIONS OF THE LOCAL UTILITY =MPANIE6, AND ��TE BELOW GRADE, SM POWIM (POUI1ED AGAINST EARTH► ----3" CONTINUOUS HEADER TO STUD, TC)E NAIL 4 - dd 3 - ANY OTHER APPLICABLE LAWS AND REGULATIONS. CONICRETE NOT EXPOSED TO EARTH OR WEATHER 11/2" CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAI - IDS, I�RIFOIdI'1 AND CC>r?PL.ETE THEIR ILIORK TO THE bc8 C CEILING JOISTS TO PARALLEL, RAFTERS, FACTS NA!L 3 - IDS, BUILDING CODE= - 2?iD3 (ISG W/ 2�4 088G ALL EIUILDNG TRADES S WA" 1,MIfNN"fu": DISTANCE BETWEEN RIEINFORCNG TSARS b AALL BE I.b TIMES THE MAXIMUM RAFTER TO PLATE, TOE NAIL ���RRIM ACCEPTED STANEDARDS OF THEIR INPATP IES IN C 71MIAN CoE L.TH THESE PL N!+ 2 - Ibd SOILS= 20Om PSF (PER SOILS REF'C�4RT/ ".`1ENT OF LLK7�tlC BY ONE TRADE AFTER 1�NCT'I�R SIZED AGGREGATE. 1" x !!" 8i-(LATHING OR Lli3b TO EACH REARING, FACE MAIL 2 - 8S, AND 81■ECflr`'ICATION6 COI"1"ENLT WIDER THAN I" x 8" 6WUT14N M TP EACH DEARINIG, FACE AAI" 3 - ad FLOOR LOAD' LL■b0 PSF * 20 POP PARTITION / DL■Ib PW TIRADE ESTABLISHES ACCEPTANCE OF PREVIOUS WORK PEPV<) "IED. &WELDING OF STEEL. FaINFORCING SA NS SHALL CI` PNERMITTED ONLY UPON WRITTEN 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2 - 8d C 7WIDOR•60 PSF ANS / SPsCIFICATIC.'NLO C0NWW OF THE ENGINEER F WELDING 18 PERMITTED, WELDING OF REINFORCING NG REVISION'S / MODIFICATIONS SHALL DE MADE TO THERE PL " »-2b PW SNOW LL•2E3 PSF / DL■15 'PSP ~~ NOTFY sms"FE" PRIOR TO M..AKING i'EM66ARY FIELD MOQIFICATIONfi FOR REVIEW STEEL SHALL CONIFORM TO AW1SO IA U61INS PROPER LOW HYDROGEN ELECTRODES. SUILT-UP CORNEFC STUDS IDc1 + 24 OG. ROOF LOAD: AND APPROVAL, AND / OR THE CITY / COUNT` IIF N1Ec'�JIRED) PRIOR TO ANY SUILT-UP GIRDER AND BEAMS, 2" LUMBER LAYERS--- IDd - NAIL EACH LAYER AS FOLLOWSr - - ..a. ' IF ,ANY ON NTE F►.LMSIONIB ! 10DIFIC:ATION6 ARE MADE PONT, tilt MILL TGSTb PA4AL.L BE REG LARED TO DETERMINE CARSON EC IUIVALENT WING LORA= -8m MPH, EXPOSURE D, 26' DUILDINLCs HEIGHT ' � ulO�C 32" G',C. AT TOP AND E�OTTOM AND YNTHOUT APPROVAL THEN THE CONTRACTOR SHALI_ 15E 1026PONSIBL.E FOR ALL SUITABLE FOR Wf!iL.DE`'.,3. TACK WELDING OF (REINFORCING STEEL IS NOT PERMITTED. STAGGERED.AATWO NAILS AT ENDS SEISMIC DE91�1 DATA= � ASSOCIATED COSTS. - AND AT EACH SPLICE. ._ : '1 ALL REINFORCING STEEL TO DE TIED !N a ACE PRIOR TO CONCRETE PLACEMENT. 2" �� IMPORTANCE FACTOR (Is) VAT?'0EM 011MENb1ON6 ON DRAWINGS SHALL "VE PMCZD�ICE OVER SCALED BEARING SEISMIC USE GROUP- I pr SICiNIB, C: ARE Nor TO SCA►L.ED. CONTRACTORS SHALL. VERIFY AND ROOF" RAFTERS TO RIDGE, VALLEY OR HIP RAF;ZSR MAPPED SPECTRAL RESPONS? AC:CELERATI(.-AS Ss■11D6 Si•0312 - — I EOIR ALL DIPEN Ok" AND FIELD COWITIONS PRIOR TO CQ}"R"O Cl,rG TOTE NAIL 4 {6d SITE CLASS D pE P9 T}E WW_ NIOTIFY ENICsiNEER OF ANY DISCREPANCIES. UK= NAIL------ 3 - lid SPECTRAL RESPONSE COEFFbc1Eh'' Bps•fa.16D 8p1•01413 PROJECT: 6TNUCTURAL D� GONTROLLLD BY OR RELATED TO MECHANICAL AND UK= - RAFTER TEES TO��- RAFTERS, FACE 3 - 6d SEISMIC DESIGN CATEGORY D ELECTRICAL. EF.1U'lPfrENfT SMALL ISE VERIFIED By TTA: C:c7NT'RACTOR PRIOR TO JOISTS OR RAFTERS TO SIDE OF 8T'JC�S, TOE NAILS EACI� SIC�E 2 - IO:J uI w�R�+'�M���E L TOP PLATE OF ALL STUD WALLS SHALL Kif 2 PIECES THE SAME SIZE AS STUDS. BLOCKING BETWEEN JOIST OR RAFTERS INATION flFclf�al'��1wTNSTIIIJGT" !• SPLICE. TO LAP" b'-0" MINI" ri ANn � NAILED WITH (2) ROWS OF (22) Ibd - TO JOISTS OR RAFTEfRS - TOE NAILS, EACH SIDE, EACO END 2 - IDS, BUILD111" ASSOCIATES, INC 04LY A191"IROVEQ 'Y•ONISTFOJCTION SET' MAPEICED 'DRAuW rAs NCORPORATWJG ALL STAGGERED EACH SIDE OF •;OINT. TO JOISTS OR RAFTERS (BEARINGS - TOE NAILS, EACH 1r WE 3 - 1 ADDENDIA"1 AND DIMENSION Q.ARIFICATk7N8 SHALL IDE ttf= OURNJCs THE EXECUTION BLOCKINt:• BETWEEN STUDS EACH END - 2 - IOd TOE BUMM OF TSE � 2. BOLT HOLES IN WOOD SHALL DP: 1/33" TO �" LANCER THAN THE NOMINAL BOLT BUILDING— TWO STORY OFFICE D1!!..✓iivs"s DIAMETER ALL DOLTS SHALL. HAVE STANDARD CUT WAOWER UNDER HEAD AND BRIDGING TO J✓i8'i 7CA NAIL EACH END 2 - � CONTA,ACTOR"AT BE RESPONSIBLE FGR vITRIFICATiON AND COORDINATION OF NUT UNLESS NOTED OTHEIWISE, T COI'�1°LIrNGE OF GEtALLJINICsb AND SPPCIF;;ATfONd, j-�,IN� TO F�4Ai'lNG '',' CONSTRUCTION TYPE: MANUFACTURED TRidIIBEsi, WOOD FRAMED FLOOR 8740 SW SCOFFINS ST. OFR'S WORK O SECURE TW ACCURATE LOCATION OF STRUCT XtAL P�?"fflERa, AND OpF, NW-16 FOR MECHANICAL, 3, PROVIDE 2x SOLID BLOCKJitto BET1LEENi JOISTS AND RAFTERS AT ALL SSUPPORTS. - AND WALLS ON CONCRETE FOINDAT TIGARD, OREGON 9722 ELEs.'TR1CAL AND MISCELLANEOUS ElAIIPh'1ENT. BLOCKING SHALL 19C ONE PIES AND THC Fu_L DEPTH OF THE J016T OR RAFTER b�" THFlU 0M1/2" PAN AI 6 - D Ox.. _ � id COMMON NAIL ;toUB-FLOOIR, WALL) ZONINGS= CONTRACTOR AND P.ACH &XWA MIIRACTr^ SHAT.:_ IBE RESPf�IIBLE FOR ANY LOSS ad NIS.iL (ROOF) -- CAU13�ED BY HIM OR HIS WORIC"1AN TG.� THE PRO(`'!RTY OF THE OUNER OR 4• PRk3VIDE PIFI!1E STOPS AT ALL INTTERSlCTIG2Nld OF STUD WALLS AT FLOO1�, CEILING " 6 - 12" O.C. CLIENT: OR DAMAGE AND F10OF. FIRE STOPS SMALL ISE 2 x e, NOMIN AL THICKNESS OF WOOD Ah.O SHALL M3/32 THRU f PA�rIEL,'� TO THE WOW OR MATEMAJ-6 OF OTFER CONTRACTORS OR IN CNTRACTOPS BE 2 x's NOMN4,41L THICKNESS (7- WOOL) AND LHALL BE THE FULL WIDTH OF THE Od COMMON W.IL EN c4_OSEO SPACE PLACE i STOPS AT A MAXIMUM SPACING OF S'-D" IN THE 1 1/4" PA''AL` - -- -- 6 - 12" OAC. DESCRIPT10N r LLC CONTRACTOR SHALL MANTAM INIlE4JlRAN("-E THAT SVILL PEROTEC;T THE OWNER HAFtIrA.E86 11/a THRLU F'����i� VERTICAL DIRILCTION. PRRE OVIVE 2x FIRE DTVPS N ALL FURRED SPACES, IDd COMMONAI M NL OR — VERTICAL AND HORIZONTAL, ,TWD AT A MAXIMUM SPACE OF V-m" N EAC44 ad DEP."D NAIL 12555 SW HALL BLVD. FIlOI'1 ALL CLAM OF DAMAGES.THE CTRACTOIR SHALL IBE R 6FI04605LE FOR ALL W-x LOAPCONDITIONS DIRECTION AND AT THE SA1"I►_- LNES. THE PROPOSED PROJECT CONSIST OF A TWO STORY OFFICE IDUILDNG. MAN DOOR ONITIGARD, OR 97223 OUN*412 CONSTRUCTION AND SMALL PROVIDE BRACNG AND SHORING WWERE REGxUIRLD. WHERE. NAILING SCH1`DULE AND INFORMATION GIVEN ELSEWHERE M THE CONTRACT WILL '3E OCCUPIED 1!►r �rIGINEirRING FIRM OF HARRIS-MoMONAG LE. THE LOWER 5, ALL BOLTS SHAJ.L BE RE-TIGHTENEC PRIOR TO THE APPLICATION OF SHEATHING, DOTS DO NOT AGREE, THE MORE STRINGENT NAILING REQUIREMENT SHALL LEVEL WILL IDE FOR LEASE. — CONSTM=ION LOAC46 THE 8TWWCTU1M HAS BEEN DESIGNED " OPERATIONAL PLASTER FTC. APPLY. REFER TO SMEAR WALL SCHEDULES FOR ADDITIONAL R7EOW REMENTS. SUBMITTALS: LOADS ON THE COMPLETED STIIUCTLIRE. DURING CUNSTWLICTIOR THE CON'r"ACTOR GWALL PROTECT THE OT'RUCTLAE BY BRACING ,APD 81UPPORrNG WHEREEEv1 N EXCESSIVE 6. EACH SHEET OF PLYWOr..,D SHALL ME IDENTIFIED BY A RE'�GISTERtD STAMP OR �e>ST�tR� e►�la G�ILRGT01lS� 3-12-07 PERMIT SUBMITTAL CONSTIYUCTION LOADS MAY OCCUR BRAND OF THE AMElo vAN PLYWOOD ASSOCIATIONL N Xj. SW41EST THAT ALL FASTENERS AND CO�:I:CTORS FOR PRESSURE TREATED MEM"Wft VICINITY � 'AR &1 4-10-07 GENERAL REVISIONS LL. M / AECHANICAL AWD ELECTRICAL WOW S'AALL BE UNDER f`_WPARATE PElk"IITb• 1, PLYWOOD FOR HOOF 3NCATHINQ SHALL BE COX. USE EXTERIOR TYPE I'MINIMV1 SHALL BE %TAINLE66 STEEL (TYPE 316L BTANLE88 STEEL). CONTRACTOR MAY AT THEIR OWN ^ PERMIT REVIEW C-C GRApE, oaNg PL`I'W00P ES EXPOSED TO WEATHFEl;R. PLYWCOD FOR FLOOR DISCRESSIOR OBTAIN RECOMMENDATIONS FROM TREATED WOOD SUPPLIERS FOR THE TYPE OF !� "ATHINIG SHALL ON GVX. ALL PLYWOOD SHALL BE GLUED WIT 4 EXTERIOR CONNECTORS / FASTENERS SI.IOYGESTI0 FOR THE PARTICULAR TYPE OF PRESSURE TREATED f2=pEbrA Of GONTIRACT UOG ALTS TYPE CA.UE. ALL PLYWOOD SHALL CCWORM TO U.B. PRODUCT STANDARD WOOD. i�'� 'EENT I�kktihh:ST IN 1-14. P TWM IS A CONFL ICT DETIL h_vN C04TIRACT DOCU"IENT& DOC'.11r 4` SHALL. CONTROL_ t4E SHALL DE= FIRST- ADDENDA, PIK C�1CLR r TREATED PLAN ' I AS MAY BE R�IRED BY LAW, THIRD= D. ALL iL10C3C? BEA►PRfNiG ON CONCRETE OR MASONRY SHALL BE P'RESSIUR! � IIIECONL'2� PERMITS PROM OTHER �.�L'rNC ES ' SPECIAL PRiCM6ION6, FOUIRTH* PLANS, F1FTHr 6TANDARD P!.ANIB, SIXTH: STANDARD CZ '.LAS FIR SPECIFICATION'S, SEVENTH: REP ERENGED SPECIFICATIONS. � 9. 6TRUC71RAL MEl'1BER8 SMALL NOT BE C.UT FOIL PIPES, ETC., UNLESS SPE�.IFICWALLY • CH,d�N1W ORDM, SUPPLEMENTAL NTAL AGIIAEEP'ENTS AND APPROVED FIBVISIONIS TO DETAILED. 24Ebb_ PLANS AND 6PlCfFICATIC2N!! WILL TRK! !'IRECEDIENCE OVER DOW`1ENTs3 LIATEG 10•G!� DRIDCsNCEr SHALL R3l PROVIDED AS NOTED M DC?GUMlNTB AND AS Date: 3-12-07 �. AISOVE. DETAILED PLANTS 6AAL.L HAVE PFMCEDEN(,E OVER GENERAL RM. RIBA WIM BY TNUSS AND ENGINEERED JOIST MAMPACTJRER6. � f'SIUILDINGr � �. � � Scale: It PLYWOOD NA,,'L6 SHALL DE COMMON ONLY, ALL OTHER NAILS SHALL BE � � u Drawn by. JDA II, ALL PL �I I r r-�stte. COMMON OR "-VANIZED SOX. NAILING SHALL BE PER CHAPTER 23 OF THE I O INTERNATIONIAL BUILDING CODE W/ OW497N ,AI"►,-faN OMENTB. J 52' 1001 u Checked by. PK � _. r 1. ALL CAST - IN PLACE 001-4 .RETE SHALL MEET OR C-`04.14 ME - Job No.: COVER 1 12. ALL S r haJC�TIUltA1 LUMBER SN/.,i.L r� vOUfUoLI:►S FIR C7F' THIN FOLLOWMCs GRAPES ! � EXCEED THE MINIMUM REG WWrIENT6 SET FORTH N THE C,ONIFOR�h1EAlCs TG THfEt< STAND MRD GbltADiNG FIIUL.fEE<S FOR WEST COAJT LLPIDER urawinq No.: COVER Jlf TS SET TY' OF STih�. AND �C !Ef`Eld T � di BOGIE TIE TiRUGTION DOCtZ"fEN S 4 b AMERICAN ► OTHERWI13l IN GONIS FORTH N THZ AMERICAN SOCIETY' OF TECTNG AND MATERIALS. UW.E6� NOYED 29.8 Z. MINMU I CC*lF4 ISSIVE BTRENCs"41 • 28 DAY SHALL D!= RAFTEF16, "16TS, PE,'4T'!5--- NO. 2 EDEA 6 ANC STRIW0ffR6 — -- _r�10. 2 � . POOTINGS, GR'.AVITY WALLS ANN,:) 6Lm- - P.1 BIDDER DESIGNED �' DEFERRED SUBMITTALS- $. P08T8 ASD TIME►EfRb �---- HIO. 2 THE i":AXIMUrl 812E A4GlW%ATIEs tWALL SE 3/4". 2 x 4 JOIST .AND RAFTERS --- NO. 2 �� SnJC►S BLCxIG�ru, STRIPPING STUD GRADp!, Ll1 THE DOCUMENTS DY N.E.I. ARE FOR THE STFtUIGTURAL DESIGN OF THE BUILDING 4. THE MAXIMUM SLUMP SHALL ISE M'" AT THE TM OF aLACEMI_NT. SHELL. THE CONTRACTOR SHALL PROVIDE THIS NECESSARY DOCUMENTS FOR BIDDER � S. READY - MIX G'.-O4 ALL L.UIMIDER TO DE GRADE STA�f"N" P 91-DRY (SURFACE DRY) OR VERIFIED DIBkiNED ITEMS AS REQUIRED FOR OBTAINING APPROVAL (PERMITS) OF REMAINING BUILD 4 �'l� Y VZ' jj:V 6. NO f"IPES OR OLIGTS ARE TO FTSE PLACED M Ct7NICNETE bLABB OR TGA HAVE A MOISTUM CONTENT LESS T'ii4AN OR f JAL TO HM AT TIME OF SYSTEMS. CONTRACTOR TO REVIEW AND APPROVE AND THEN WSM1'i DEFERRED GL MITTAU_S, WALLS UNIELESB SPECIFICALLY 9E'rAILED. C04TRII CTION. TO N.E.I. FCR REVIEW. WORK SHALL NOT BE PERFORMED UNTIL APPROVED BY BUILDING 1, ANCHOR !lOL.T'S, pO11EL0, MSER'Tsb, ETC, SHALL DL OECURMELY TIED ':.1E"t UR TO TOE NAVE UIE A MOIS,TCONTENT AfmMWF"IATE FOR OFFICIAL. BIDDER DESIGNED AND DEFERRED SUBMITTAL SHALL INCLUDE THE POLLOWINGr `' %VER SWE7 N PLACE PWOR TO THE !kWV_ •G OF ANY CONICIIETE OR 4010UT ALL MA,ALL,ATk7N OF FINISH MATERIALS. I,) ELECTRICAL/ LIGHTING 2,) PLUMBING 3.J HVAC b.) ALARM SYSTEM SHEET 1,0 . 6.) MANUFACTURED TRUSSES 1.) ENGINEERED FLOOR SYSTEM C s s. ..,.. .,. ,.. -• , �� r. :}:��iJ a,_ ,• r1 1111 1TI 11i1r.11�,�I �gill III��1 .l� 11 I 1�1I1 r .1dLr.. �'► r rr,wlNw ,"a'i � k1 �,1� • ' _ . . 4.. . ,� ... , 46N"/ ' ' • ' %` .• _..-•..-w'.. '!•.+.vy'WF+AIIL -..._ . ....ti•,aw.� -as+.•nw,p.v....,�,.f..nwa ••�. aarK•a�'...w+w..,+:r.BauM1tr.., r.,.a.wa•n,e;au..ea�:w.awt kkI1M,v.,wtY.ar•Wr+:Nw.+.b: WA ,.w... _.-.wiMrrwi. .,.•..wr..,n....:..,.w,r.,n•►..rY.r.r., vo,u:..w•1•r.urr. Curr-Prw+.......•,.r.w. ^stLjl.a.:s:..... +.1.+e+r .-r — •.....•.-.. ..w.... ,., .,,.__ ,. .. •.. •• .. vrr .rsv+.....:A7ia"vl�w .w.aworrra.aMwMWYY.+ssr.weu..w �1��, ,.'..I.,. rx,••.. A'M�;.,ryMlpRwrr�l•.+w�'. W+NNW:!w•rawt-«war»IYF.9.nrta.re .. ..•w'l�:M►a.. f' ;,t 'i ;r r<. PROP'ERT'Y L INE r PARAF'1CT REQUIRED DUE TO 3/4 HOUR FIRE PROTECTED OPENING6 I HOUR FIRE Pift-SISTIVE CONSTRUCTION DUE DISTANCE TO PROMRTY LINE REWIRED DUE TO DISTANCE (5'-O") TO DISTANCE (b'-01") TO PROPERTY LINE. (6ECTION 104,11) TO PROPERTY LINE. (TAJLE 115.4) (TABLE 6M) ' 9025 S.W. Center St, - Yigord, Oregm 97223 5020 6010 • '. ' - 60201 • &?0 (46 MM) !46 MM) •` '' ` l46 MIN) •(46�'MJN)• • ' Phone: 503 620-2086 • • . ' ',ti, ' ' ��1eF�EIt't¢. ?'A .� ' . . � '. •'. . . '''• � Q r— - ' ',' '. Fac �503� 684-3636 /-REFER TO (DASOVIDLY FOR ••: ' • A19SEMlIILX ,:_, . 1'' • . ,, •: •'. - ' 3010 ,�IEIFE�•Tb # .' (2o MM) CEILING '� .' OEA41N6••: � Y r REFER TO AASeMbLY(6] FOR • • .,. �. .. . • . , •;•. _ - - .` .• ' . , . . '� • .:..' :. . • • ,,_ OFFICEc���or,l ', p PRO; ---'— --.-- --r— --- �, •• . . :% , . '• ' � ,� � 121 8F. f• 'j• I?Q1�6F. •, ► �(>tINE�, �p •' .4t. .. { °k ''r., +♦ MEN 3Dr•wy.It � \ LH 4 'f i •,•� . ., ,ti •. ••' ' . •' / OGD. LG ■ I ,DCC-L;GS'�+ , , ,507 ELEC. / COMPUTER •.• :�. • '•' . . • �' ; '� : • :•••, , .. •• :' • •• AREA OF REOCUE '• AOOIOTANGl. � _.— . DRAFTING . •. ` :t. . FrC�'!Y..L�►YO�,�T ., � ° a-\ ` •:• ', ------- 310 OEE as 6F. • . . ..' btr�eacSE•Rq "� NOTES, DEI.OW - or. .` , •+ •; _ r-__ ° - i$ ,S ;490 ;E T9 T ' C, OCC. La or..C. La 4 • . •�. ._ ' • t •STATE DDOiR'TO IlEMI� i nn OCC• a eo1 [11 ,r. 'UNLCx.KED 1 'dIt.ML'17 - I HOUR FIRE RESISTI'dE GONt3T1QIJCTION ' ' ..• . • : ' +• '` •ti' , �", , ,Ib �.i UPf9b L ' FOR EXIT ENCLOSURE (I0'&I) .. +. - , , ..'.• • , ..w •• . . , •: �� _ •• sem. SIONAC lox Q9- A 04 I r 7' \� `•'''• •• f'• •'/••� ��1 �• i ,S"•/rWrl i +'• . .'1 . •;.• °-., it t••• • �• r. •,• ''f ' •.• •S �- -- -ti- ' , ,' .. .. L• .. , • �o �� , . . ., • ITING AREA '. .• o •.. • ,'• I"HOUNIt FIRE I1ESiS1'I�E Gt7N9�TRUC�QN '. .•. r . .. �. s 8 p . •l4 • , 'f`I'IT. ,. :f. • • • ti , :' ' •. -to j�y ' .I f'' • ,, •~ • ti • • , • •r , •. • • • • �: • °` '• . • r ' • • • • , •w • - ` _. • •: • • : ♦ ' ' •ry, 4• :• . ,, OI"� ti a •. '• f-.t : w' : .• `. • '• `•, •, fI , ` . �,.; . `; '_ -'1 / ' , • •, ' ••.• •• . ♦ • • • •• • • '�I • •'� '' • • ' • 1• • ,�• •ti• t'• ••' - 1• , •• • ' • •o�.Wk�A11 ,'4 , • ," � 3010 • ' ti �` �O ' l0� � •-� rn Q 0 / CONFERENCE ' 400M 318 ap. OCC. LD 21 1 OFFICE OFFICE DRAFTING OFFICE OFFICE OFFICE i 13;1 11-L Y:. 145 SF• 239 OF. 142 OF. 112 OF. 123 OF. OCC. LD I OCs:. LD I OCC. LD ■ 3 OCC. LD • I OCC. LD • I OCC. LD I 505® 505® 5050 6060 be" 50501 5050 6050 &Cbo i I I I I I I I �• I I I -. PROPERTY LME ------ MAIN FLOOR I I -- r� ■ 1/4» I'-01" PRU,iFECT: HARMS_mCmC�NACIL.E Q20 ASSOCLATES, SNC REFER TOFOR OFR.. EILLCIM 6URVE- A66EMDL EWIPf"ENT STORAGE '� r' Loom Bl�.D1� OOM DATA MM MOM WAM OF ECS 87x0 SW SCOFFINS ST, ------ TIGARD, OREGON 97223 10 bt. OCC. LD • I -- ---- --_- '-- ONE HOUR WALLS AND TYPE OF CONSTRUCTION: V-B EXIT &: CEILING AT EXIT ENCLOSURE. ? EXI r9 REQUIREp PER TABLE 1018.1 CLIENT: REFER TO 25/5.2 FOR 1 HOUR OCCUPANCY GRtWI"b: 5 (OFFICES) EXIT ENCLOSURE FOR STAIRWAY REQUIRED TO FSE I HOUR r%4TED ---- WALL ASSEMBLY �, PFR SECTION 10110,.1 FFM Lj.0 ------ ,*-- BUILDING AREA, • ;01" OF, 2 STORY REFER TO 4/52 FOR I HOUR DOORS IN EXIT ENCLOSURE TO HAVE 1 HOUR hLt1TING PER TABLE 1189. CEILR\* ASSEMMLY ALLOWABLE BUILDiI�'G AREA: 9,00101 OF. 2 STORY 12555 SW HALL BLVD. -------- OCCUPANT LOAD! 45 (MAIN FLOOR) C O R R I D O R SS TIGARD, OR 9722 ONE HOUR EXTERIOR WALL. I (LOWER FLOOR) CORRIDOR REQUIRED TO HAVE I HOUR FIRE RESISTIVE CONSTRUCTION AS ----------- (a") THICK CONCRETE WALL REWIRED BY TAf5LE 1010.1 (OC.CUPANT LOAD CMATER THAN 30) EXTERIOR WALL (NORTNh SUt+iwITTALO: 'r REFER TO 066C, TABLE 120.1(2) DOORS IN CORRIDOR TO 5E WAVE 20 MINUTE FIRE RPATINCs, TA15LE 1153, - NORTH WALL 5'-0» FROM PROPERTY ;' INE. WALL REWIRED TO SECTION 115.39, 3-12-07 FOR KRWT ONE WOUR EXTERIOR WALL. HAVE FIRE RESISTIVE RATING OF I HOU►2 TABLE 60?. ALL RA•rED DOC" TO 5E TESTED AND LABELED. DOORS TO 5e SELF � 4'-10-07 r�Hslolvs - CLOSING AND GASKETED IN RATED CORRIDOR ROPER TO 2A/6.? FOZ't 1 HOUR OPENINGS IWINDc CDS) IN IL'ALL TO WAVE 3/4 HOUR P'7tE RATING PER Q , WALL ASSEMBLY TABLE '115.4. GLAZED AREA NOT TO EXCEED l5 OF WALL GLAZING MATERIAL IN DOORS SMALL HAVE A MINIMUM FIFE PROTECTION SURFACE PER T/BLE 101 ,8. RATIN[+ OF 20 MINUTES. Q ' ' REI IQI O 4/S.1 FOR F'AP tkPET WALL !UWACR . I,M9 O!. OLA320 ATEA • 40&P. *.6LAZED AMA • IS ✓-•.,-„wv�."�.•..�. NORTH WALL REWIRED TO NAVE A PARAPET PER SECTION 104.11 TION AREA O F R E S C ►1 E A S S I S T A W C E ONE HOUR CORRIDOR WALLS WALLS AND CEILING SPALL HA',.c SAME FIRE RESISTIVE RATING AS OT�►IR AND CEILING ENERGY CODE? ENCLOSURE• REFER TO 215/5.? FOR I HOUR PROVIDE SIGNAGE STATINS "AREA OF RESCUE: ASSISTANCE" W/ WALL ASSEMBLY INSULATION: INTERNATIONAL SYMBOL OF , :CESSIDIL.ITY. -•-N �"� I li TO 4/5Z FOR I HOUR ��SLS • M-?I TWO WAY cxX- 1UNICATION 6Y,5TEM W/ 50TIa VAUAL AND AUDIBLE Dote: 3-12-03 MOphom M/ R-» SIGNALS TO SE PROVIDED IN THE AREA OF RESCUE. SYSTEM SMALL ■ CEILMCc ASSEMBLY COMMIMI(�nTE W/ THE PRIMARY ENTRY. VERIFY LOCATION AT PRIMARY AIR LEAKAGES Scale: 1/4"=V-0 x'10 (I HRJ I !0'10 11,HR) I EXIT SIGN IID/ DIRECTIONAL ALL F"TRATKWO M DUILDIMb W64LOP9 AM TO RIR NAIAD AM ENTRY W/ FIRE MARSHALL. Drawn by: JDA AR ROW WRC M AND MOM CAULKED,bAMTRO OR WEATM MYOF412D. INSTRUCTIONS ARE TO DE i�'I�pVIDE WHICH INCLUDE THE FOLLOWING. Checked by. PK MOISTURE CONTRO'-: I.) DIRECTIONS TO FIND OTkER I`11 ANS OF ECiIRESS. WI,IDE IN"I OF A" IRx INOR tion VALL6 AND 2.) PERS NS ABLE TO USE TWE EXIT STAIRWAY DO SO AS SOON AS Job No.: CD 0111 ,,tti•.,,. ,•, •r .. ;, CRIOO& POSSIBLE, UNLESS ASSISTING OTHERS, Drawing No.: CD • _ • ARKA D:!SIGINATtl:D AS I HOUR WMDOW61 3.) INFORMATION ON PLANNED AVAILABILITY OF A%ISTANCE IN THE USE OF • ':•. .•: TO►aAvu ALurllwn rRAP1ER uv T►�•IA4, MIrAK. DOUSL,t STAIRS AND HOW TO SUMMONS OUCH ��S6ISTANCt. '• D W �Wv ea• MAC.R PILLOP 1W AFWIN. MAS "JM 4.) DIRECTIONS FOR USE OF THE EMEMANCY COhR'1 NICATIONS SYSTEM. FUTURE LEASE SPACE - THIS FLOOR Q It/ -We LOWER FLOOR 1/4" • Fos; .,ANS 6�v4o 6046 SHEET �. .. �,,. ...y7�.., .. aT,".1: Y• 'SIN •aM.n, . a•w.11•!1� .MR \'•a."'sf -. .• .5"'^'^. .. �....l,..�. .... .^}ti'!rM-;., "�tlr n ... :, 'J.. � _ __ ..:. ^l,.rr,r '4!' 1 6 , .. ... � �` :�'yQFR",`"l•'�����,q�.y..., . ,y�y1,.. 7••s,� ...,e „.nM>"M,. � ,. n,. ). ,:. . +r I ` t•.Ltiar:a,ry,,,. �1!! .au. .�liu-.._L,.. a�d"an +�yr�tfMMrM1Rr11 „7T• s . .. r .. r. a�allfly& �+� � 11. ' 1 11 i 1 i I fi T1 T1T111i �i i I ! I` ;�� 1 III oil . L ' • .,A' ilii , .1fY�• i i • ., • . �� t , 1 • � v r{; .-relr•fi+.••HMMMir.'.'. .�,.s,r..,,.. 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Center St, - Tigord, Oregon 97223 4 M div 'THIS n DEMOTE FOR SERvIGING THIS 4 �!?O MM)MECNn FLOOR THIS IS NOT THE .n ' �• Phonr (503 620-2086M AT LOWM SLAC. / T O r-ftFORRILD OPTION OUT WILL `k' Fox 503 684-3636 TO SERVE GON�UTEIt T OFFICE PARTITION ME CCN&IDERED IF REGMIIID,FLOOI! AOpM __ � - WALLS .�,,� .- -- `� CONTROLLERRECEPTION0Y. ---- ---- - -, - HVAC VENT MEN ;�. WOMEN % b ' on h,- I PROF _ ff AND i � r DRAFTING — 9 OTOIkItYlE�OOIIM : r r � / 1 1 d M!A OF REOCLO • ASS& ANCL � - SWEET LL •••� I ��016PLAY ARCHED b ONECT ?i FORARCHEDI I --_____ ADDITIONAL IIESTISOI�I'1-�---- O IINPONIATIOK I L----;•=-- w i I 10 0 ```O b •p 01 Fi� /� r . -- --- ------------ �` L COCMINATE W/ OWNER n® % �� �i0 S FH FOR OMAK R00M WAITING AREA AICD i i AR�hED DIlbP1..AY i �OrENING ARCHED I ' __ - _ --- _ 'MCN! I I OPENING I a 1 I • I i MOAK ARVA ------------w C Ilk I 1 ' r ' O � � I 3 �/!?O MSU ♦ • ` � . �',•© �','O \� a O� � L REMOVED T IN WALL AND ALLIGNED _ I �. I W/ CORRIDOR • 4J OFFICE C *ICE DRAFTING OFFICE OFFICE OFFICE CONFERENCE ROOM 'r � I 10 ilf sso�o eloao lsoao :solo 'Soso aoeo aoelo .oeo .a"dD I I l'-O" rI°-0" '1!'-If" 1y'-tr• .1-O" l0'-11D" i'-Ou D'-!dw b'-2" 5'-mw IS'-10" b'-i" b'-i" 1'-®• d'-0" � •0" r I I 24'-0' _ 10'-O" IID'-011 III-O" ??'-o' I I 1/Url-opl 3 ? NQffTH 4J 4' MAIN R=OOR 1/4" • 1'-0" PROJECT: ' FAR -MCLMAGLE SURVEY S -- r II r, I � r IOFFICE BLLDM KGUPMWT sTOR,a6E o ;� MECHANICAL / ; 8740 SW SCOFFINS ST. ELECTRICAL ROOM 1 I � � FUTURE LAVATCME& PROVIDE TIGARD, OREGON 97223 ' i I PLUMDMG AND MECHANICAL VERIFY OIZE OF LOOM WI+ �r',"� �-1 i i FOR FUTURE IMr}EOVEMENTb. lG�JIITIENT REG�IIIREMlNTO q I �� • i i'-�~ J' I i CLIENT: 9COFFM AOPE1M. LLC • � ' ���; � � `��) � � 12555 SW HALL BLVD. r. ____----__ i 11GARD. OR 91223 • 1 ' ' I I 0 sI-o" l0'-011 10 -011 ?1'-0" 3-1;!-07 FOR PERMIT n Q 4-10-07 REMMS s Cl 9 3010 l I NIt) m 1 • lM ` O` FUTURE LEASE SPACE SME RSR TO "ET 1.1 FOR ADDITIONAL REQWRNMENTO 300 11 NRa Dote: 3-12-07 Scale: 1/4"=1'--0' BLAZING TO NA' � 20 MIN. FIRE Drown by. JDA F4WI CTION Checked by: PK PATIN* HVAC s3UPPLY To CORRIDOR Job No,: 07-0111 ! THIO AREA FROM LOWER pR browing No.: CD N 4 M SYSTEM 1/4" • I'-0" � VERIFY 81ZE / IOSI M EXTENT OF INCaEO GLAZIr* GLAZED AREA in W/ OWNER �1 w i11 R..� rLAM bo4o elo"lo s04,'J Dom so4o .040 •04o SHEET 3 1�- . . . . / �r 2 1'-0" I?'-11r" II'-." �" IID -0" II'-0" 10'-O" IO'-." 1?'-I►" O'-O" 1'-O" • 1 ,01 rl �!` rHrrr4.s `�" a�rr�gw' ��� ,' AfIAN�!l�,l�syl�l�.�....... .--- -._• .. , _ u „�..,, ,,,p,,y.y�ynx7YYauL.�wr+ ., „.- rwxa'r - It•r;.-»'^J r;.a?,, ,,,,,. {a'w���61M+•^��r:v4 !4tl#�-r'` 4 I TI Tf a Al • - �� .• T+rM yWS.fK.,,i tn... .wr .11Nl►W.d.'.. A.11Mr5r+.- +NM�IrNYW.YNFMM.M p-n", m run ..ih..,- .. ., .. +w....,, ., ,rte.. .r. _. ,�' .. 1 �',� .' ST.r.%7dn,: ra}• rYi . w .. - . . ,..•.wr..}#.._".. .w,..urfti-- .R.n S+M.slr.'.ws.x^.m .+wal'.aeo,+wu.+ul.ww.. ...,r,„✓.. .. �w.:nu..+rwwr.y.1��11�1.'r. SraAr . .*,r.:u-.e+asrw.na.aw a:' rvw+.Ar4:r ,. , ,;,.. �. y.,. r '„ '. . -,<..n1"- ,rMAA.qi "'�'r.AM'.ax.d".,,.r+..,... .,...w, ,•,w'9%1".air" l'V".NrDI►MKMWr1:Jil I MMIIYMr\aLt�tr •Y^.O..w.Y.e k1WrY.+1' `++.'PI�.Wt•r!-.. ,-. te.. ,r. ..._ _ ',.:,y> � ''_, - Vn uyw A. r— - 100 MINI 1-1 1 _L] CGIITf�lti R�TAIIN WALL. 61l:E SITE ��-4N ,�_�" ID" ! 0012A'IEN» bJ '.• 9(Y15 S.W. (:enter St. - Ted, Oregon 97223 OTlw�lr) Phone 503 620-2096 I ----------------------------------------- _;,; -- ---- -- - ------ --- -------- -- -------------------- -- --- ------ ------------ Fax 503 684-363ti 1` --------------- - ---------- ------------ ---------- p -------- - ------------------------------------------- 1 • 1 I 1 f I� i PQ I I I I I I ; (�IfAl�r /\ 1 1I 11 11 It I j �- ---- -------1 �1r-=-__-_�__-_- I"'---------� �-----------------------•-------------•------------------------- ------------- --------------• ------------•------------ ------------------------------------------------------ ----------- ---------------- If i rl I I - �---------- 111 1 1 •-_1 1 ; (fm -_-_„- --r� �--.-_.r 1 1 I 1t TO ��iV 1 iVrl�IV/AF I 1 1 1 _ .__ , ' I-rj i T` -- -- — - -14 I I , GLAD , DE�1 DORAIAIN�AGS AND i i ,� ��' ' 1 I I 1 I I1" 11 1 I IITIQ�I l�E r�l�n�l Iii�TO. 1 1 A �� N. I I f 1 11 1 1 1 ----------'�1 1 1 I I I L I I 1 I I 1 1 1 1 -4" CONCRETE SLAB W/ '14 ' 1 -- j DAM • Ib" OL. 1 '. 1- N I " N I 11 1 " N !'-O' x !'-O" x l?" x 3'-O" x b" 3 0 x 3 -O x I? 3 -O x 3 -O x f? 7EEP FOOTING D/E�IP HOOTING DEEP FOOTING OMP FOOTING 1 I I III 11 11 111 1 (�-I) ' I ' l i ill ' I; `+- -- -- -- — "�•�1 1 I 1 lit 1111 r------ •_ ---------I I -__---_-_• 1 1 1 I I I I I I 1 I I ' ------------------- x --- 1 ---- - --1------------------------ -------- 1 _ ----- • I 1 11 I i I . x 2'-*" x 12" 1 1 1 1 1 ' ' •--- - ' I ' ' DEEP FOOTING 1 1 t-- 1 + ' ' 1 lcF-21 v x ` (N0. 1) ; x (N0. I) ; 1 f 1 � xiMO. 1) xbMO. 1) `* x4MO. 1) i I COLUMN 1 I COL" ens'•a�,ce�i I 6W 66ON 04966 I 6PlF4 c�1 coif I I � 20 PrI 1 � 1 I I I I • s1 I ' 1 V ' ,r• ' ' 1 i i i 3 I I ba I 1 I 1 1 - �� SEE SHEAR WALL PLAN FOR Ste• STEM WALL M-?) HOEDOWN ANCHOR REG�UTAEMENTS. ' 1 ' I bl i I I 1 I I 1 I FOOTMG AND DASHED STEM WALL (F-I) •---------•-------------------- -- -------------------------- ------------------ -------- ---------------------- -------'----------------------------- ------------ --------------------------- -------------- --------------- ----------- -- ---------- ----__ L_ ---- ------ J' ~��awwwwc� _ 1 ------_-- ------ u " 1►iw -----_ awwwwa�ww --------------------------------------------------- ---------------------------------------------------------------------------------- ---------- -------- --------- -------------------------------------------------------- ----•------------ - �- i t 1 I 1 r 1 I 4-60 Of q ---- --- ____-- P' MCT: HAF -MIC"AQLE I A,980=TEI, WC I I N OFRCE ®ILIA FOUNDATION PLAN ExreND RI�TAINING WALL A6 REGeIIRED ' 1/4" • 1'-O" IIIOR SITE GRADES / L----------- --------------------------- TIGA SW OREGON 2 CONDITIONS. TIGARD, OREGON 97223 l IQ / OON NOM CLIENT: 5.1 PFiOP�Y, LLC CONC►lETE STRENGTH: 3~ PI Wl/ S" SLUMP REIN=�Ir�= CRADE 60 12555 SW HALL BLVD. 1 --- -----i�z _'�------------------------------------- ----------------------------------------------------------- ------- ---= I'-O" i 8 ALL WALLS TO I-IA�fL Iiia"• ALl. AT 's4" O.C. M ADDITION TIGARD, OR 97223 I iD !C 11 1 1 TO HOLDOUT ANGH01lb. i- ..* ,�� i I SUBWIITTALS: EXTERIOR WALL FRA1"1MG1 1 x 6 w li" :7�C. ' ' I •- MTERIOR WALL FRAMING: ? x 4 w li" �9�:. Q . ! I/? x G 1/2" FOL, 1 - 1 (3) 11/4" x 14" • " „ I i rT i (Z x 6 0 IM-UMBING WALLS) Q . ?!101if! f'� W/ 4 T"BERSTRAND LGL ll.�E) I�1>� I6TA 1-� ?'�' 1 _ W/ 1 x 4 REWORCEMENT - 12" OAC. i t i x 4 G7LIR"IN f1',9EIs 1 I 1 , EXTERIOI•. WALL SWEATHING+ 15/32" PA RATED TYPICAL. " " I I I NAILINi 6d w fir" OCG. EN AND 8d • 12% O.G. FN UNLESS 1 1 ID 3/4 x Ib GL-19M I I I L.J I IA 1, _ - ' ? b I I ' 1 NOTED OTHERWISE IN SHEAR WALL SCHEDULE. 1 I /?4P-1,eE INS) TYPICAL I b� ID b.l bJ ALL FLOOR DEAM6 lFB-1) I I ! ' • SL.AD �.�"� FLOOR SWIF-ATWIN13112 RMS SHANK w 6" O.C./EN?� A A RAZ. I N W/ IOd ALL Y TO I FLOOR TO BE GLUED AMD NAILED. --� TWO 411ALL (M-b) S 1/1' TA LIM • �0 ROC.' fryHEATNING+ Irr COX ($4/16 PA RATING) W/ O.V. RII-Irebm W Ux" ir+•"'r'� 1 1 1 1 L GAL_ llc; • 6" O.C. ff.Tl 141�IIra dd w 12" Lam.. FN s=_rrrs_-rrs_-rasrsssl« CAP - TYPICAL AT • " 3 I CAP - p ICALLOW " 03 SIM. 1 ALL i i �E�LUIMR Milli TO DR NO. ? OR WTTER Dote: 3-12-07 1 , Scale: 1/4"=1'-0" CONTRACTOR TO C 2CIPCINATE COMPATIBILITY OF Drawn by: JDA HANWM AND FA6TEWER.b, ETC. AND 'TREATED WOOL) Checker+ by: PK Job Ni 07-0111 R11 R TO GEOTECWICAL REPOIV FOR FOR ----------- ,/~ 3 - PXNDATION SUPPORT R.0a IRIMENTG AND Drawing No.: CQ ,.�.� � �--- INGFECTIONS. GLAD INST44LLATION AND DR+e► 4 ,1 4 FOOT W/ Glh!PSON CB�.4 SYSTEM pi IIfL�COMwIENDATION6 AND AP 4WVAL OF 11/40 t I7+'IDERGTP AND ALL MEADEI S TO !116 i x CoEOTEC4 LAICAL ENGINEER • (NO. ?) THIS WALL ;H-1) CONCRETE TESTM AND ODGERVATION REGUIMP DY 1.3E Lst4_ R`1 BOARD SPECIAL INGMCTION AOaNCY. - TIT. f�CN�'CH FOUNDATION PLAN.. �ouNQA,nc�N aM MaNF mC= ING1 _._I_I..._...... , FLCOR FR h" • I'-O I/4lose" SHEET iz _ w i -t i L'rnd1W�MMki1N1YNMl-ilnlX6 u, rwl.6•� ,... �7 , F y t 4 jai .:.:. .-. �n.... .. � yy r,.r. _,k. t r / 1 • ' a. it.+`n.q1•LIMWWMeU'.•+MWIwItNiMM+"W'"MM •aM,w.�+-rrualta.... f,I+WY ,, .. • r1-'v'••'•`�J i,iet.Q..Mpl"rt.l� aS �' s.uw+rNNw��irIMM•. 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Cwty St. - Tigord, Oregon 9722: Vhulev (503j 620-2086 4 x e m 4 x b Fox (503)) W-3636 Mumma I ' i I PRO It LNE l� o� 11 1 1 II f 11 11 1 1 1 I it v 1 1 II j l I f I f � II $Mfg - 1 ---- - -- --- I ---- --- ---� ---- ---- --- ---- -- 1 I L� ] C ---- r J- _ --L J--- x = ---- --- ---- -- 1 III 1 1 li J i r f i 1 1 I f I r--'1 --- -- --- _ , ----_._- - � f ---- --, -- ---- ---- ---- --- --- ell I 1 L----------------- -- ---- J L- _ C_ -- —�- ---- --- --- ---- ---- ---J --- ---- ---- ---- ---- L -e ---- --- _-- ---� -`- ---- ---- ---- ---- ---- ---- --- ----- ,I ,- _ _ _ _ - .. - - - - - - ------ --------------- e--------� C.� r. - - - - 1t- 1 t 1 1 L-J u•- I I 1 u I 1 11 x ? u fi 1 I I i 1 1 I 3 - --- -1-- -- � --^-- ---- ---- - --� :_� C-- --- ---- -- ---- 1 1 1 1 1 II -- � � - ] -_-- _-- _-_- i f ' ' FOR PORCH I f I , 1 1 hFOA'1ATION 1 `------- ----------------- r - - -------- - , 1 1 f 1 - -' � - , 1 =i � f f fs 1 ' If I = _ • f i � � . xx 1 I- --- --- 4 8 --- ---- --j-- ---- x -- ---- - - 4 x --- ---- -- 4 x O --- ---- ---- 4 x 0 ---- ---- 4 x 8 _-- ---- - 4 x • ---- --------- - kv r I TOP CUOMO fro BE ` x INA MM TO 80 4 x d -I TOP CHORD TO BE b x IF (NO. 2) THWEADER&ESE TO aE 4x10 TOP C"7111 TO DE x I PROJECT; ALTSINATI, WHIT CWTAIL MO 2)TWO! OPIIN"m ALTERNATE SOFFIT DETAI;_ (NO. �) TNEbt OPENMab 1&.2 16 Vd4►1't 00'1�IT DETf41L 1/�2 l0 LAMED. vEllPY V (N-Z) l5.1 1/5.2 Ib USED. VERIF IW I `N-S) 011�IER UiED- VE1tlFY LLV _j HAFRS-mcmONAGLE �. OWNER _._.__.�1 ASSOCIATES, INC ROOF FRAMING PLAN C*TrE 1/4" 8740 SW SCOFFINS ST. TIGARD, OREGON 97223 f6T ANOMG SEAM METAL DRAIN Z*E SCUPPER AND =W.V ROOF SYSTEM ?ARAI�ET CLIENT:ROFING WV CONCIELED CONL7JCT09QFSTENERS. �� �,.�. 12.411 :'-s" 12'-3N 12'-3N 12'-�° a'-�" 800E- V6 PROoERTY, Ll.0 11 .14 x b COL UMN- ROOF SNEAT0INGs Irl COX !2.4/Ib ,4PA RATIN3J ILL/ rn W✓ 61MF� r4 x 4 COLUMN &ALV. rd « fir" O.C. Ex � ed • 12" O.C. R.N. ' 12555 SW HALL BLVD. l ,� ICCCi040D1:S W/ 61M1`6G'•I `.1—f — -- ---� I —� �'-'; _ - CCCLL COLUMN ALL SAUN Llk1WR MEMWRB TO DE NO. 2 OR SETTER TIGARD, OR 97223 W/ S6COL 4 x 101 r , INLEbb NOTED OTMEWWISE- I C.C2660DS2D 1 t, I T TO C.00RDINATS COMPATIBILITY OF SUBtrIITTALS: 2 x i • W' O-C AT NAWNERS AND FASTENERS, M AND TAKATED WOOD Q POACH FRAMMti IxISOC+.ICT# Q TOP PLAT! OF ALL STUD WALLrs ONALL IN 2 PIECES Q ICts TO LAP II''-0' TF1R ea~�E OIi. AS eTL� ePL r22� Ira - MMIN"A�'1 AND ft NAILIED UTN (2) Rl" OF - ___ bTA�1lED - EAt:y SIDE OF JOINT. Q 1 +�____._-------T---• 5.1 SIM. Dete: 3-12-07 ICCLL COLUMN "=1'--O" 0 x 6 COL.ufr,N CAP. Scale: 1/4 ��SON Drown by JDA L, Checked by. PK u/e`MP a�" Job No.: 07-0111 l I I I 9 o.: FLR LEV ( I II � I _• Ecc�or4eDb2s Drawing N _E N - • Ir O.C. AT PORt:N FRAMING \\_t.`4NT. GUTTERNO—WH NQWmH 1R/ PLAN PORCH ROOF �AMINQ P�.AN RoOF r�AM�Nc�ROOFAPlC? ROOF PLAN SHEFT 6 /;L _ 2e4-q _ i ' •I '3"4tY4xr �+v!.,i ,, 1rh wd ,.,.....x a• Pg ��' '.,. ,,_ ._. _} __.__.. . . __ - .. .-__ i ... r.•.,,,.,. .. • �''� r•?L71A�9'^:„•ww�ws�r.±r1• „RWf1V. �e. ..� t'_ ' • •w+-��r ••. ,. a.T•,MII9-dNRi'veP1.+VM'.rwwa... +RAAIE'NCm w:sOnfVa�fdF,4:MANnlV 'hvaPRi 'IPM . .. t _, 1 ' 1 a 1 I � �` ie y.. r � r + �. ► 1�111� ��j� 1 1r�it � 7TZT a �r .r. wrr- S..•, � _ -.."L..ar..w "n!r.tr►"g0.r+�•- .v$. wu rAe..r •..Y1L+.tir.4oM..+iT a. ."*-..,,.+.s,.r•r s+o. -.:...,-a;.._., ..- ..._ .... .ne..,, ,sey. • rwi .]ltf •mc-- - ! Y` � wxierMciYJY4••:..+bat'-A:7R.;o"..OM:?tiHllw'*. 1M't... •. 1a1•.. YY+I .Mr."W.. MiM4eM':nanm+...1..►.+F..aheAilYr+.uO'it.lYa`Y'/M•+r,..0..'Mt .. ..•..Ye.--+ .'-►aX['-fY'®1..Yt'w_ttv.1 / -.F'. -'^2'SF'+1g wrF.., ?Cit:IF1Yf1•'..I1.MP';J1f!.. I.J9'. .,.4MY4:'.,1�'i: Yiu .. • » • s; r,.... .w. ;. ..::. ..•L - +. ..., ,u[. .- iW r .+r5aa.e-..n.:.,.a„e•».,,..,•«.„.--.w.err. .•+w.n+wM.»+wrw. -_.eswr.asrw.-aew..vwWrb+rrw ,+r•.wra,nrr!e,-. .••• y: tw». „a.a^wlar:a.:.•.tu.: naruNMiMMawMYMi�s�Na. n 1� r 9025 S.w Center St. — Tigwd, Oregon 97223 GYPSUM BOARD CEILING IN RE6TIe0O"16 Phone J5031 620-2086 Fuc 503 684-3636 • • • • - � � PROf BOB TT F 1 o10 7 lip o 0 0 • o 0 0 • • 1 90 • • o 744- _ .� -- o • o 4L Eli O AO 0 0 0 0 0 0 lift A TA MAIN FLOOR MAIN FLOOR cam claw VAS • I�•�• I/a• • I'-O" GYPSUM BOARD CEILING FR CT-. ~ F'IARRIS--MCMONAGLLE • ASSOCIAITES, QVC BULDM 8740 SW SCOFFINS ST. I HOUR CEIJNG W/ SURFACE TIGARD, OREGOF: 97223 MOINTED VGNT6. CLIENT: -- OCOF1i8 PROPER LLC 12555 SW HALL BLVD. TIGARD, OR 97223 SUBMITTALS: 3-12-07 FOR Kf4A7 �^ 4-10-07 RENS W LOWER FLOOR cKrrLu/mmx>m m.AN LOWER FLOOR ll Cao mm � [LI Mpmp TWO PLAN �1WC& f LX*frM NMW !E'TW CELM NOM Lam' LEM Date: 3-12-07 w� ELECTRICAJ- IS SUGGESTEP " GENERAL INFORMATION CNL . REFLECTED CEILING PLAN IS SUGGESTED I<OR GENERAL Scale: 4/8 �1 —0 w CONTRACTOR T.) REVIEW AND COORDINATE W/ OWNER tNVORMATION ONLY. CONTRACTOR TO REVIEW AND 2' x V RECES6ED LIGHT 2' x W RECESSED LIGHT Drawn b . JDA ELECTRICAL CONTRACTOR RESPONSIBLE FOR PROVIDINCs DOWIENTS AS COORDINATE W/ OWNER REVIEW FOOT-CANDLE AND USE REQUIRED FOR SECI,RM ELECTRICAL "IMMIT. REQUIREMENT6 W/ CLIENT. Checked by. PK REVIEW ELECTRICAL REQWIREMENTS W/ OWNER PROVIDE "CJT 6NEETS" 6U6PENDED CEILING SY!s'EM TO 14A.2 TROULAR EDGE. Job No.: 07-0111 AND SWITCHING PLAN Fr"" REVIEW AND APPROVAL OF OWNED. RMR TO WORINDELs LIGHT6 TO BE PARABOLIC TYPE W✓ 2" 66i 142 Drawing No.: FLR_ELEV SPECIFIC ATION6 PROVI'PW BY OUdER. LEN6. O . RECESSED L14NT LOW vOLTAr3E DISPLAY I.IOWT P WWWE EMEWjV4CY ROME" LIGHTING AS RECOJI140 BY CODE r P"JIIIEMENT6. CONTRA,TOR TO COORDINATE COf,PUTER, TELEPHONE AND OTHER 6YOTEP06 PROVIDED my 004M VKRIFY LOCATION OF APPLIANCE IN BREAK ROOM AND ELECTRICAL 4 RECESSED "WALL WASH" LIGHT RETURN AIR GRILL REGWIRNMENTS W/ OWNER I REFLE-CTE- ► C ELM AN® ELECIMALa PLANS DIJrt.Ex OUTLET DISTANCE ,OUTLET PINI644 SHEET 7 of MOM VERIFY W/ CABINET ------- SYSTEM, "-2 • 5 x } s 1.,,, a :.:'.:,-w A { ,,;.a n _ »e:y4rM, _ ;h}� uM'�R+"�U4.' +aY�,' f;�+}�,'.„•..:{:;.* �, � 1 a k • i r:3xA �'t. rya ,.,tkr-4a i,;y',r : ,, ,. r r q i .. r..•k'.ut,�...•M1 tt_. ..,:, ...Y..... t` r „`}�,d,'1��.�.. / .aK. ..,, ..,. '" t i}rC` v. , i i ,h r. r . `,,, .. ...c, •. .-. t-?'i:_f;`.._, ..:-r. r . ) ., ... '�ri�"'CseIM�L'/��SfT. ^�•+�. ..nrvriar-+wrr.wsr...a.x.+r�✓•�.�-._ww;.wn.e,..•+reni.�......��wr+rt.w+. ,� a ' -.;snCs«.1f::.a....*/'1r•e.1Vr•-M ,+.rw..: .+.rer.a..Mr, +iw-:n.iw::_.•wn :..�•.wpw r/rnMr�.+.+t•....,rw..xdti°w....A.�wii+�v�•+-v.nwr+r.w.:w. .�'-.+lr•.•ab:cR.eanAr16wr1"w �,_,, �'"' . M•wrfMlyy':awrlMeld�•"hir��.<Y!«l�+�Mlw+err.+M+.+aw,+opeuM+iwMIMe•;:•w.rxas.c ^sr , ,w,.a,«.tM+rn*•a�sw#•nr.w,=.r.•,.•.�c�'+n1YM+�s`raivswatt aasr a+�eawM�ab.tttiMw rm '-n°�+�M *''�+ylk��. •:,.:w+r.-�.Nt-r^•..rr�-.»�-r•..eS..•-.,ys�ne*— cvwrr...n.-..c. :.w�. • y c v�• Ih� 'n. 4 r,l 4- KEY NOTED 9025 S.W. Center St. - Tkpl Oregon 97223 D041KLATE PIPI IS PER ADA Phony (503) 620-2086 - — , W..aJIMVIONTS. TYPICAL ALL FOIL 503 684-3636 EXPOWD PIPING dA• MIRF1sOR (D" TOWEL D161"ENN6ER6 -'�TrO. V O 701LET TIM" WOLVER'S TYP. !� O GO" BARS TYP. PNRIQF f �► i, h d. MIRROR TYP. • us" '-� PARTTIT ON6 Me. �• 4" BACK. 10PLA6N ADA DE60NATED FIXTURE 1 rMAL RE OM ELEVATION V4" " I'-0" QENERAL NOM COORDINATE ALL FINISHES. RIXTLWZL%, oo--01_ORS, ETC. W/ 01IIlalt PR WIDE D:.00KIWi " ALL PARTITIC*k CA15INETS, ETC% PLOOR FINIOWS) SMALL 5E M01aTURE RESISTANT. PROVIDE 4" MIN. RJMER BASE OR WRAP FLOOR P16W UP WALL. PLOOR PINIbWO) SHALL IbE SP'1WTW, WARD, MONAMORMW SURFACE THAT EXTENDS UP WALL AT LEA6T 60, OR INIM 1DE 6" 111. IILIBMR RASE. WALLS WIT41N V-O" OF URNAL6 AND WATER CLOSET6 6NAL.1, WAVE A St' ON, WARD, NONAISGONDEW SURFACE, TO A WMI-IT OF 4'-O" ABOVE FLOOR WALLS 6WALL IN OF A MATIEIlIAL TYPE THAT le NOT ADVERSELY AFFECTED BY MoleTURE. r-Nr m„r.. .,. • PROJECT: HAFRS-MrMONAGLE NNE noon L — ASSOCIATES, INC CIFFICE 8740 SW SCOFFINS ST. *-rswam a TIGARD, OREGON 97223 ,?M• Was minim s� (150)) t" dome e . 8C *FM PROPERTY, LLC (``") dept' 12515 SW HALT. 8MI,. CLEAR MOOR SPACE AT LAVATOWS LAVATMY CLEARANCES TIGARD, OR 97223 TWIML L.AVATM SOBMITTALS: d : (WI I -- Date' 3-12-06 I •_, ._,• ` Scale: 1/4 foul'-0" i I I I I Drawn by. JDA 30Mgt C: Checked by. PK TMT PAS 4 a Job No.: 07-0111 Drawing No.: FLR—ELEV il If ' v N= rIALL DACIC MALL . T�IC�AL. � aARA M8 I ROOM MALS SHEET 8 of� /,'. 6 L . .f i . r'. -,., .� '•. ... :. �' N ,:, SMR'fiff�:rJ'1F..+aYkM .. . '•r'•.,. :M1:.ti."YWii 4Ml V.VIOhl. Yb•. '{1 - s It it or f 1 ■ r f it T r s, ` r �fl r M 1 p•nu t , r ,. ' ... 's a Y'"�.�.r•r1Y�..oac:+..w�w....wr.R•w.a �.�...:...Y..w.«.r.fwrn,i'uaNnw.w.nw.ux*w•.,nrr.+amf.iOrw -. ' 1.. .`--. � _,,•.-.:. .`.». ..1 . Ir' .1111lMM av'r..�+v*.P1/�Illt,+,aniMUalh�1..�1'n.r...... R*• l ,�.;'. arJA•S 9aM1fP'M"M�L7M', .f ,•�•`... .'4arw'+.wara+'aY�Mi-�IaM1+'14 uv. _ -�w-�".»..�'"+w�,X'1M��'MI"�Uyh.t�M.atva�'"Jw• "•*^.�.Il+�.(��''.1��'Wfi,�A�. .. 1:•_,tyN,:taw�MOCY`w.�Jllr+v.•':.,•.•.;�,�.:..uLL'lA►.e+r.*a�a'w "'If+r+.aero-.w..•!!r'.r�••wwr,�+w•Oa.*�'oev.r..4eur'.cs>f1'r�' rJ.aNa:YY11Pl�1lpl rte'�' yy x • rye' •1, H I'rX,Y 41 4.1 FIR -CONT. RIDGE VENT. PARAPET BEYOND DA61aED 6TANDIWj BEAM METAL 9025 S,W. Center St. - Tigard, Oregon 97223 TRfOOFING W/ CONCEALED FASTENERS. Phone: 503 620-2086 For 503) 684-3636 ,-•PARAPET BEYOND - - ------- ---- --- ---'----- ---__ --•--- ------ ------- ----- ----- I GONTNUOU6 GUTTER PRQFr sip f —fM•�,! ,� f \�!'�;! f f / /I eI \M�'�J f f \�`� f f `\ �, f Ar f f f f •--TUBE STEEL POST AND RAILS. - MAMPACTURER / FABRICATOR TO PROM Y I ��, / r \ L ! r , DRAWINGS AND ENGINEERING K� Fr VERIFY STAIR C "IQUIIIATION (MIN 4 J \\ / \\� ' \� ` \ ' I+RI�) STAIR MANUF.0FABRICATOR TO r ► , , ,'. •.' ,- L. ; POOVIDE DRAttNWCsilb AND ENGNEERING FOR APPROVAL. __________________- - - ---____--___-_-_- 4: BOARD LAP SURFACE MOUNTED NARDIBOARD PANEL - 81DING - TYI! LIGWT TYP. SOUII-I ELEVATION. 1/e" . 11.0" I 4.1 STANDING BEAM METAL 1 6TANDIWs SEAM METAL ROOFING W/ CONCEALED 4.1 ROOFINGS W/ CONCEALED FASTENERS. L NLnW FASTENERS. METAL COPNG _ 1 WINDOOu19� r TO HAVE A1_UMINUM FRAMES W/ THERMAL BREAK - DOUBLE GLAZED W/ LOW E WV m.6" SPACE FILLED W/ ARGON. MAXIMUM U FACTOR • 0.540. ; 6" WIDE NARDIBOAPI ` - - - - HOPUZGNTAL BOARD. CONTRACTOR TO COORDINATE COLORS AND TYPE f I '��� f f HARDIBOARD PANEL - Cf PRII WE6 W/ OWNER AND/OR OWNERS ` 13" WIDE HARDIBOARD ...` /,� �\,• T`"•�• REPREia�.'"'NTATIVE. ,r ,r `�� ,s f TRIM x• x BELLY BAND W/ �'- .' �• ` ,' ALL FLASHING AND THE PROPER INSTALLATION OF — HARD180ARD ��--------- - -- ---- - - . ILEI" AT BACK ___----- --_ ---_ - _ _ ALL EXTERIJR FINl64E6 ARE TO BE THE SOLE _ LAP SIDING --- -' RESPON61BILITY OF THE CONTRACTOR, NICOLI ' ENGINEERING A6S11"'E9 NO RLSPON°�IBiLITY FOR THE --- __-- - .�r W'�r.•�r' IBOARD LAP SIDING INTEGRITY / WEATNERPROC�FING _ _ s sw OF THE BUILDING -------------- _----__ �\ �. ------- ENVELOPE. r f :.: ------------- I I ' STOREFRONT ! 6Tl�I MII. PROVIDE SAFETY GLA66 IN ALL LOWER ►•LOOR C�=� ! \ '� UANDGWS AND DOORS *40 AT ENTRY' STCAEFRONT. , ,�=�+ SURFACE MOINTEDI 1 RETAINING WALL _ EXTERIOR LIGHT ' ' ^BEYOND. 1 1 1,'•� PROICT: _---- ----- 11 ------------ 6TRAP *STRAP * FLOOR LI'dE. 11 1 � _ -1 1 SEE 6HEAR WALL r'-L---------------- ------------------------------------ `•i SCHEDULE F.rIEET 4.2 L------------------ ---------------------------------------� 1 , ASSOCIATES, � \"-W WEST ELEVATION ' ` , ' , r „ I 8740 SW scoFFlNs ST. ; WOLDOAK SEE SHEAR TIGARD, OREGON 97223 / WALL SCHEDULE SHEET 2,2 EAST ELEVATION CLIENT: 800FFM PROPERTY, LLC 12555 SW HALL BLVD. RGARD, OR 97223 I WMITTALS: SCUPPER, CONDUCTOR STANDINGS BEAM METAL-- AND DOWNSPOUT. DE61GN ROOF BEYOND. Q . AND INSTALLATION PER DRAINAGE CRICM'.ET BEYOND SMACNA STANDARDS DASHED , PARAPET _-------_•--._ 1-1�/rIDE M6T149 611VY-.V }- AT TRANSITION FROM TO �= ---- --� ------ " - R'S TO PARAPET ------:a...- ---- -------------- -------------- iy-- ------ T-. .w� ------=� ---- __ '"'': Dote: 3-12-06 Scale: 1/4"=1'-0" Drawn by. JDA --�--- -- .=------ --- ------ ---- -- ------ ----------- ---= ='�- ------ = ,. � --- - --- Checked by. PK Job No.: 07-40111 „ Drawing No.: f:LR_tLEV I I 1 1 I L---------- --------------------------------� ------------- - -----------_- _-_ ----- ---------------------------------- --'-----------------'� El NAMN S NORTH ELEVATION SHEET o /2 3 . 1 _,..,.,,.. ' 1 1T1�r�-rlf�T X1`1111 111 'ill 4 , � 1 .� f Y .►....,......,... ..s..r..r.w.nm,Y.a....,....,,r...rti+�rrv�.w.nr.,w,.c....i.o..n.� w....«n..r...e...rlw:... 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Canter St. - Tigard, Oregon 97223 Phone: %3 620-2066 Fox5031 C84-3636 Gild If=..._=-=ors=Ara=____=rsrsa - -•.-----z----------s--=------------=-==s==asses F"OV!PS 24' (MIN.)WIDE STRIP OF 1 GYPWI oOARD 1lDE op � OPPICS PARTITION WALL& - TYP. d`N .KEG SOUND BATTS IN CORRIDOR WALLS 11111 T 71 T11 I T i d � ' i =C,TK)N 4.1 1/4" • 1'-0' MA'n���acTuleEO T>,uee& AT ?14O.G. PROJECT: �- 40 OF 5'-D! L Air- o S . fES, INC !fl S N h Q ____..- S 8740 SW SCOFFINS ST. M � -- -3B) TiGARU, OREGON 97223 IY -I°AO'VID! 24' WDE �OUbil"ENG�D HOUR STAIR ENGLVo�`!1N!lr-=---_-__=� ___-_�___ _-_----__-____ --__•--_- =___-_-__-___-__=____= i___. STRIP CEILNG - TYP. WE ?I'.a► 2 FOR UILL6 I HOUR WALL. SUSI'ENDEt, CEILING CUEN BOARD Eo bICO CP AND 4/52 Rae CMILH& BEE 2A/52 FOR �' -- 2AM FOHOM R ,L4ar-.Z�Q& lLY. 900FTN9 rrF.Ar=T T LLC OFFICE PARTITION 614' b'-!! IR' A38EMDLY. I HOW WE ? .?IE/b "POR 4 WALLS - TYI! ,, FOR TYPICALY L ALLLS I WALLS AND 4/52 12555 SW HAIL BLVD. uXO. $ FOR CEILING. 2 x S . 16' O.C. TIGARD. OR 97223 SOUND ®ATTS IN - TYPI .AL. OFFICE ILL4LLb - • '�, GaND DATTS IN b r 0 C0 TKIDOR WAILS SUBMITTAL$.. _ �) TYPICAL. FLOOR JOIST 3-12-07 FOR PERMIT 011-MlA-�) „) 4-1C-o7 FM IMS I 22M _04 OLOCKM�Ia &T - _ -TOP OF WINDOW E�ICL�7lIJlelt i._ 4 TO AL ION W/ TOM OF DOORS • 1.it~6NE0 LRAM SPA I. INGUL.ATE f b b Date: 3-12--07 �- Scale: Drawn by. JDA Che4ed by. PK (06") '^ Job No.: 07-0111 Drawing No.: FLR_ELEV QNEROY COP1,11 .— MSULATIONs Wmem 14-21 MOM • to-W M4M PLO©w . R-» AIR LEAKoWid, ALL PIIiTRA t" M WLOMM WAILOFS AIS TO MS MALIM*0 WHOVA ANP POOP* KM SEC4MUM, &AMTW OA MAC� ��MC.eTUM CONTVWL, SECTION 4 „ . A 08-MM VALOR ROAM"� SHEET /0 0 lo% 4.1 I/4 ■ I -O TO t�+rT WKMM N 4.� 1/4" • I'.p " FLOOD,WAU.S X00 CN LNM4Q • Jill fail 1111 -fill I I r r n; , I , N , r; s r7 ' r-. err w--r..-,A.r.- _,_ _.,... .,xa.-�:...,.. �...._ ..-...r. -Y �._. __ � _ tiriee+r.rrr�..rr..�,.c: .r�rwrrlr 1► ,_ ., �� . 1 'n. ' �fa+cev.erri.►aMR r�rer.Kpyy.,*wusruMra-w*%xa �, r'ekF+a:..rw .,.r,...�•,. �. +mow. r , _ .,.,. ..., ....xr,.. ... r,. r4+ QJ,"^..br.e�llr4r.7YiD+c{p...w _ �� 1►"N,*e�ylf�lN�- R:�•Y..a.irA6�.; .r,o. �.+as-.. ..�.,.�....,.,,,,w,if,,..ar....,+uxfw. .,_... -•:...a...�... ,.. ...a,�+.w-ro,.snw'rl...�Ye. . 1�• iY �tti.• v� I + EXTEND ,p"RED _�_� �,--RAISED 6EAM METAL FLOOR IEA►"I VERIFY FLOOR FIN16H WN VERPY STAIR FIN16W W/ im •3� SUILGNG NAPER MEMBRANEOVER SINGLE \ /� ADHERED 1eD MEM�ORANE , MEMBRANE ROf FIND. (FIS-1) CLIENT. CLIENT. 9025 S1 Center St. - Tigord, Oregon 97223 METAL PANEL. SI,kY''`ST LOWER VOW I �--BEVELE0 WOOD ISOR - 6"060N HW► • EA. 6TPdWjSR -'.� SLOPE100, ["4TAL � I'3E AES.�aTE - ---._ —. Phone: (503 620-2086 \ RlMOVAOLE PIECE OF A.-�F11�Qt FOR \� � (3) TIMOER$TRAND STAIR WALL PLA6141wa For- (5035 684-3636 MAINTANANCE OF CRTC & ' RC�� PARAPETSTRIPiGIE1r8 r EXTEND 6iNGLE MEMORANE ROOFIWG TO TOP OF .� PARAPET - EXTEND 6ELl" ADHERED--- PitoF NEOPMENE ENCLOSURE. MEMBRANE UP WALL 019 (2) LAYERS 5/6" 2 x 4 RE UP/ (?) PARAPET. TYPE "X" R%6 OF 16d 0 6' OAC. - FLA6HNG W/ FLATTENED t3YP6I1'I BOARD. �6TAf'sCitERED 1607 EDGE � 04GLE h1El"Ik1RANE ROOD. SELF AONERED \\ EXTEND UP PARAPET MIV MANE AT CRICKET. WALL AND 46" UP ft-1OF EXTEND UP PARAPET AND SLOPE. 31 MIN, UP ROOF SLOPE G 0N• � . ���1 dl ►1ETAL COPMG OVER _ \ SELF ADHERED MaM1dRAW THE HN2 •1ATION PROVIDED I! A &JavOESTED METH00 OF �STAIR 81►:�YsERS M TRAN61TION"ers FPCH METAL PArQ. ROOF TO THE -- 1 111:MlMkQ* ROOF AT MANAGE CICCKZY6'."EJ ET M. ? x I? l?1 lid AT CONTRACTOR 6WAI.L DE RE6P�ON NAIL ICOR UTAT!!ER / EACH O1IST Tkblor(Al66 O!) TWEN IEOO"ft 6Y&TlTI6 AND ASSOCIATED SIMPSON L50 6 EAAM4 PLAT"IEE ". ATTACWlPIT6, 6GS-`!LIRA, ITC. 6TRNGER i (?) LAYERS Euro' TYPE "k" OYlA'6I M fbOARD. 1 PLG"-IR J016T 5.2 - arMuw wtivaonea,RYMIaA t?•AT/fI110,wood BTUOB S EXTEMM BIOS:On.Yrr 4B'"Ad.W MW X gypsum d"*V ppbd praMl lo p x 4 wood Ned•vAi 1%*gsWjtz0d roo6 nak 0.1X0'Ilm l/r!arw hod K 4,0 at veMrrl IoMAM urd r ox.M ld:..=Muds and by rid bo-a pleAm Johb of gypsum stwaf p may b► M urbdM.d. E+drlor cis"V to be 110--h9d brouph NTERMA SB7E:One l.yde W Mx X Vfiw—'.•Ibord.wM•r4edsWA gypsum baddng s ;W" TYPE "X" ,' roil.iw roew.0 0o drnk.l pT�wzO mEww)or a,e4ovivVive lo abide wMf,ed oo•t.d ThM7lurn: Yoda 13YPS411'1 150ARD ', '? App—W014A 7 P01 RO 4trrfitw tBQMD,w000 JottETs, Oc I VERINO Ut.n1Fln Tent: B«Nlr '-A7 2 r 1w10 v1V 9,7 . 6ll •1'wed I" M • EA. PT SILL R W✓ 1/l'• Dan layer OW"X gypsum waNbo.rd app064 d rlgM urples to 2 x 10 wood jobts 24• UUULn131,1129.7-22-70,� 115 6TRlhmpt A.B. 6'-V" OC. ox. vAth IV** Typo W or 8 drywaN +W OM 24• O.C. FB•a ISYW ale type X gypsum wMR— or gypo= vera r bass ffppll•d r dgM sigh• to Iotas MIAM 17/e Type 8 EXTERIOR WALL PROJECT: fAryWSM BOOM Ir O.C.r jWft OW kthrrr &OO IM NW 1 W TV"O drywM Wn MMB ( I A it o.c. pinosd r bw*on fIIIhBr fIIdB of end joUMB.ima otfs t 24•hom wws kyw Y jokft.Wood$ift Buppari W plywood WM ftp WIM On""W at dgm Won to � I � HARM—MCMONAGLE #Wft wth 84 n.As. Appropdaft roof owerkp. C•Mep PnWW" one hour On • A' r•sleRarlGo/vtoo for MMMia fv&vN;" ohfla ruses•" APpr GslMrtp - arMlNl WAUDOMO,WOOD STUDS w s- ASSOCIATES, WC • • Wd^ 00. 1M 0 172,2 ffi72 01r llyar en°,yp.x goo-welboo d ahe"gypeun verow bdppB•d prvill a of NaA FkaTast W40a to fro+Md.of 2 x 4 wood Mud.1Ir o.c.with 1,4•Type W do N•9 orows 1r r o0AO• •.•tee w� BULDik Jakdl M.ppd llr on oppw0s akfeL ORAD-BE.AING) FLOOR .101ST TNdaw•: 4V.' 8740 SW SCOFFINS ST. �.x•W*ft 7 palT1GAR0, OREG09J 972 3 Fire Too! WAI01.4511-819,910-02 I 2 x 12 LEIXWR Wli / l?) d Sound Tpt: Ift WP 9520 IM NG446".7-24 EACH STUD 1'-D" B __E,4 ._ IDOR WALLS SIMPSON HUS !A04H S''RINGER I M 93COFFNS PROfeRTY, LLC.' TTF , STAIR FOOD 4 1 HOUR CEILING ASSEMBLY •' ? I HOUR WALL ASSEMBLY - 12555 SW HALL BLVD. ._._ A TIGARD, OR 97223 52 I �"�ilr-m• 5.2 • SUBMITTALS: �} irA" FLYW000 SHEATHING-- PORCH COLUI IN - TYP. ALL 61056 C 3-12-07 FOR PERMIT " I SIMPSON C544 4-10-07 REMSIM 60"IT DETAIL REGiUIREb " 2 x 6 TR6166 TOP ? x 4 0 li" OC. W/ I/?" PLl''UOOD Q -- 1i2"1' A.S. AT Fo C W CORNER /� ?x I RAl�TlR TAIL. NOTCH TOP R l4 TOTAL) -- AND NAIL TO i Irl" T1Md66 040RD. — � 61riPScJN LbO � EACH (2) 12d 0" OAC. PT ? K 4 SILL I! 6TRNGER T.O. TN3 5" Atte 610MUALK SHOWN DASHED II 11 eoNC1IIET2 ANCHORS rate: 3-12-07 f II II Scale: 1 1/2 49-010 / ( __.. .__.___ -•__ II- '--`-- -II _-- - CONGIRETE GLAD II it . Drawn by. JDA (?) 04 HOOKED BARS - VERT. • S Checked by PK _. _----•-_-.___ - --PEDESTAL CO"Rb-ON Job No.: 07-0111 WE tl~.I FOR TRL" COW. browing No.: DTL`i er CCNT. FWTIN13 f 03 TIES ! 36" O.G. _ D 4) 04 DARE - CONT. DETALS SHEET /A of 49,� � ALTERNATE SOFA' PORCH FCOMNG 1 STAIR DETAILS �f•Q�s sf�n 5 t/?"'I'-O" 5 11/2's I'-O" 5.2 1 1/2'm I'-V" 592 • t` f i r "+.,. , " •r.++la?«w' �..�py,r�1;i+Ea.ct�JMww'^a, �f,..,",.•).•, ,. � :._. '. ', .•.•w: -... ----.'�.' ;�. aL•,. 11�I '.:v.w•.......- {'; :a in. Tc ,. • e �► �(ill t r�r r ► c > 1 1� i It EP finr�tt l�r r�r - w ,` P, E' .1 }r "e: ► `, '. 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