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8900 SW COMMERCIAL STREET-5 f r �+ T , : rt• T 1 SN 5 4 , r ! W , F` lath Y` p J f dot a.. �W.• __-____._____..._nw.w,..w'.i- .. ',,_Y 4°"' iGi{i/fiiYuwns.:...w-,ww.R.w'Lrw/:.._., ...r.._.....,,,......._, ,.,n.s.<-r.....,r.-,>.u-.:a':rr.+.:w.r.,N,r;ewn,w.i':•vJ:W--.•.-.+4afi na•ttL.awua #.�,.. �-1....- _ 1 . ••.•• ••.•:,..•,..•. a.::.Kl�1,WYiL"f1YNci:]IAMJardN.vu,rcJtlrcNit4+i� f 1 1 u -A I 9025 S. V. Center St. - Tigard, Oregon 91223 Phone: (503 620-20M Fox: 1,503 s;g4-3636 f Bmu INF0RNIA'IMON rr11 q - - -- SITE �NF +iATION ZONING INS' �. 1 AT ^K1 _ ��T �N --- 1r. AT1ON "-'- ��.� _......-.-__._..,._.�- BUILDING ONE STORY, W1 VARY44G ROOF HEIGHTS, ,� ' ' --a11K"6Ak C.OPIPIERGIAL STREET ZONING, DE91rsN�TlU1d -------.--CENTFWi BtJblNE66 D16T1lIGT CCDDI -- -- - �� -S'� 2`�, �Q�6 �,ED PRUFE��i AVERAGE WEIGHT APPROXIMATELY 221-011 j, � 1\,,-.�.#•J, 1 ty C,uNerRUGr1oN TYPE,-----CML. INYO u10f?D FIt.AhsECa WALL SYSTEM W/ $TEFL PREVIOUS USE CATEGORY----INDOOIIR ENTERTAINMENT GgNTRACTOR: TO BE OETERMIN AND WOOD SOF TRUS6 SYSTEM 4U/ PLYWOOD r rti�1�U LECl,41. DEBGRIPTIOIJ, ---- TAX M.AP, ?b�?AA SHEATHING. TAX LOT. 41" OCCUPANCY: -EXISTING "PAINT BALL" OTORE AND ARENA (15-2), F'Re�91`D llW GATEGORP-----•iNU00R ENTERTAINMENT TENANT: E5ALLROOM DANCE PROPOSED 5ALl.ftXX- DANCE STUDIO (A-3). 00P'11DANY, LLC P.O. BOX 333 GENERAL. NOTES "JRORA, vR V002 Ifv _--�-- ----------_ -„� ENGINEER . INICOLI ENGINEERING, INC. CaENER�4Lj W215 8.111. CP_NTER STREET PD. BOX. 23'164 C71", TIGARD, OREGON 51223 �- F•NONE : (503) 61®-2006 THE INTENT OF THESE PLANS 16 TO PROVIDE GC7NTRACTOkS A GENERAL GUIDE FORA �"- JOIST TO BILL OR CsIPRprI+R TOE NAIL- --- FAX : !'S ) I. ALL CAST - iN P'! AOE CC71JCPit?TE SN:ALL MEET CR G-94-14 RJL!_, COMPLETE AND uicRdcABL.E PROJECT. EXCEED THE MiNIMLtl 1'ILOUIM tTS SET FOWW rN TSE 16 x 6" SURD-FLOOR OR LE" TO EACH JOIST, FACE NAIL- 3- ad ?�3 b84-�6�6 r---- `CIAIw INSr'ECTIOhI REQuiRED -2 - bat CONTACT: PETE iKE'rCHUM 1 AMERICAN 6CaGIETY Cf TC.,,RTS .°.'r+ 00rwIREMEW.0, SET WICeR TWAN I" x b" SUB-FLOOR TO EACH XAST, FACE NAIL----- 3 - ad JIM ANDREW6 I Sta at Oregon Structural Specialty Cod THE PLAN, SPE°G1FIC.ATIONB, NOTES AND OTHER CONTRACT C)OCUi�fENTb WILL C+Ovr_'RN FORTH IN THE! AMER;fCAN 60CIETY OF TE61n Y 6UB-FLOOR TO "OT OR GIRDER, BLIND AND FACE NAJL ? . 16d - THE WOW- THE CONTRACT ANTS ARE INTENDED TO Be Ca-PLEMENTARY ANJ �Cr AND MAT1a1!!Rd S. - 2. MINiMUI' COiMFW&6$IvE STRENGTH w 28 DAY SHALL BE, SOLE PLATE TO JOIST, SOLID DECK OR BLOCKING, FACE NAiL- Ltd � 1," Oc ❑ rt4r+�te and Reinforcing Steel GOOPERATlvE AND TO D!'&:RJDE AND PROVIDE FVR A COt1PLETE pp JECT. TOP OR SOLE PLATE TO STUD, END NAIL----- ? _ 16d ANYTHING IN THE SPECIFICATIONS AND NOT ON THE PLANS, OR ON THE !WLANS MC NOT • FOOTIWI& _ _ ?5� psi STUD TO SOLE PLATE, TOE NAIL �� ._• is installed in Concrete IN THE Si'�'EGIfIGATION6, SHALL R'9E AS THOUGH bNKJ11AJ OR MENTIONED M !'lOTt•1. - ---- 3 _ sd OR �Q�"'� ��� ��.jl.v�� N REFERENCR'D SPEGIFiC:.ATIONb AND STANDARD PLANS ARE PART OF THE t.ON'"RACY S. THE MAXlMIJM 61ZE AGGREGATE SHALL DE 3/40. 2 - i6d fl 1 �`/V ,ial Frlornont Res�sttnp Concrete Frame DOCUMEi�,' MUI Tb. 4. THE MAXI -1 SLUMP SHALL 15E5" AT T14E TIME OF PLACEMI&4T. DOI�LE STUD, FACE' NAIL - 10d ` 24" USC. ------ ❑ 5. LADY - MIX DOUBLE TOP PLATES, FACE NAIL - -� _fid s 24" O,C• THE BAL.LF000M DANCE COMPANY PROVIDES DANCE INSTRUCTION AND ❑ inforetnp Stec! !�Frtstrsss:r:g Stee:Ten WHILE IT 16 BELIEVED THAT MUCH Oit THE INFOPIMATION PERTAINING TO CONDITiON6 b. NO FIFES OR DUCTS ARE TO PSE' PLACED M1 GONCPtlTE BLA56 OR G-94 �-E PLATE TO JOIST, SOLID DECNK OR OL.O�CKING AT - ENTERTA{i+r1ENT EVENTS FOIE PATT�Ot7N$ AND 'NE tnfrNEf@AL PUtSLJC. THIS , WHICH MAY AFFECT THE C06T OF THE PROPOI&ED WORK WILL BE SHMN! ON THE Wf4LL6 UlNLiE" OP"iI:CIFICAL.LY DETAILED. DRAC�D WALL PANELS PARTICULAR SITE WAS CHOSEN FOR ITS FOR 113 DdILNTC7U:,N LOCATION, l'®R®OXIM{TY ❑ uctural Welding PLANS OR INDICATED IN THE OPECIF{CATION6, THE OWNER AND Ntf I. DOES NOT 1. ANC'd4OR 501„16, DOWELS, iNWRTS, ETC„ SHALL f!� SECURELY TIEU ACE M TOP PLATES, MINIMUM 48" OR"P'9ET CP END .JOINTS, --. _ m _ 16d TO THE TRANSIT STATION, AND FUTUPW C4MMUTER RAIL STATION. BOTH MODES OF tren ih Bolting WARRANT THE THE COP'P LET'tNES6, ACCURACY, INITiERPRETATIC'iN OR DEDUCTIONS OF M PLACE PRIOR TO THE FIOUIRIMI C:Ts ANY C:ONCpWTE OR GROUT 9L0 NAIL �1 BETWEEN AREA PUBLIC TRANSPORTATION ARE WITHIN WALKING DISTANCE OF THE STUDIO. ❑ oh S g SUCH N#0WATk:;N, IT Ib THE CONTRACTOR'® REirPONSIDILITY TO ASCERTAIN THE 8. JOMT6, LOCATE AND INSTALL CC�iIOTRUC71ON, {SOLATION, AND �'� ��� `lOI�IT OR ��� TO TOP RATE, TOE NAIL ?� - 8d ❑ ructural Masonry EXIOTENCE OF ANY C014DiT1pN6 APPECTINGG THE COST OF THE WOW WaIGH WOULD OF CONTROL JOINT6 AS INDICATI!D OR RECi Fao. RIM J016T TO TOP PLATE, TCM NAIL _- Od • 6" oc. L EEN DISCLOSED BY DILWA N1T EXAMINATION OF THE CONTRACT' S CONIClRlETE P°LA►CE1"BNT, COt 1P°L.Y UNTH ACI 304, "GUIDE FOR P•BASiJlRINGb, TOP PLATES, LAPS! AT C�OR3'1lERRb AND WTVMCTkX4, FACE NAIL ? - IOd ❑ eintorced Gyosum Concrete BUILT-UP HEADER, TWO PIECES WITH !�" SPACER THE SCOPE OT THE PROPOSED PROJECT INCLUDES INTERIOR TENANT 0OCUMENTD AND BITE. FAILURE OF TWE CONTRACTOR TO MAKE AN EXAMINATION MIXING, TRAN6PORT'IN61, AND RAGING C4NGRETE," FOR PLACWj CONCRETE -' i6d 0 16" oz. IMPROVEMENTS " A 15ALLROOM DANCE STUDIO. THE IMPROVEMENTS PRIMARILY NECESSARY TO DETER•M ta"RAL AND LOCAL CONDITIONS AND ALL OTHER IN A COWINUOU$ OPERAT'` I WITHIN PLANNED JOINTS OR BECTION6. DO NOT ALONG EACH C: sulating Concrete Fill CONSIST OF A RECEPTICJN AREA, RESTROOMS, OFFICE'S AND ',1IEWING MEZZANINES. Materials CONDITIONS UMIC-H MAY AF►'•EGT TIS WORK UNDER T!•IIS CONTRACT SHALL NOT BEGIN Ot')NCRETE PLACE! .-AT UNTIL OTHER AFFECTED WORK 16 COMPLETED. lied Firs-Resir►tivRa RELEASE THE C.ONTlRACTOR FR©M OBLKsATIONa3 OF THIS CONTRACT AND SHALL NOT CONTINUED HEADER, T►110 PIECES -- 16d 01 16• O.G. NO STRUCTURAL CHANGES, MODIFICATIONS ARE IEING PROPOSED TO THE EXISTING pray App ENTITLE THE CONTRACTOR TO ADDITIONAL- C MPENSAi ION ON ACCOt1N7 OF EXTRA ' C .IRATE RAGED CONICRETE IIbING MECHAN{CAL ALONG EACH BU LD NG W/ TH19 4PPt.ICATION. SEVERAL 1=Y,19TINC+ EXTERIOR GARAGE DOORS dings, Drilled Piers end Gai>>ons j 1I10RK OR TO AN EXTENSION OF TIME FOR C-t7P'tPENSATION VIDRATMG EQl11PMENT WITH HAND }RC�pDRJC� AND TAMPING ARE DEINCa It�ILLED W/ ONE GARAGE UL4Q BEING USED FOR A RELOCATED 60 THAT CONCRETE IS uX"CED AROUND 9RE AND EDGE CEILING JOIST' TO PLATE, TOE MAIL------ _,-,J - bd LrNTRANr_E / STOREFRONT AT THE bCIJTH SIDE OF THE BUILDING. hotcrotR THE CONTRACTOR SHA�,-L, UPON D16CDVERMG ANY ERROK OM166IONS OR OTHER EMRDEDDED ITEMS AN[? INTO FORMS. -'-. INCONS16TENCY M TWO PLANE OR SPECIFICATIONS, IMMEDIATELY CALL IT TO THE - PROTECT CONCRETE FI�CX"1 PHYSICAL G,4NlACsE OR REr�UC',EO C04TIN000B HEADER TO STUD, TOE NAIL 4 - 8d � ! ,, 'pecial t3radinil,EXCav:itic> and F i1IMg STRENGTH DUE TO UZATHER EXTREMES DURWx MIXINLG, CEiLiMG JOISTS, L.AP6 OVER PARTITIC'iJB, FACE W,AIU ATTENTION OF NtJE.I. GJNTR4CTOR! SHALL HAvE NO CAIJB!? FOR A CLAIM WHERE --3 „ IO'd CONTRACTOR HAD RPASON TO BELIEVE DEFECTS IN THE PLAN6 OR SPECGIRICATIONS, �'' "' ' ND CURIt�Cs' CEILING JOISTS TO PARALLiEL. RAFTERS, FACE NAIL _3 _ bpd \ i � mom-,Control Systesr,S EXISTED AND FAILED TO PRESENT TIMELY OBJECTION 714ERRETO. IN COLD WEATAEIR COMPLY WITH ACI 306 RAFTER TO MATE, TOE NAIL.---- - 2 ,- 14d • IN HCT WEATHER C40h1!'L.Y WITH AGi 'JOS I" x 8" SHEATNNG OR LESS TO EACH BEARING, FACE NAIL ? - sd Other inspections F'EiQSONS iNVOLVfp M tIiORRlC ON THIS PROJECT SHALL BE RESPONSIaLE FOR WIDER THAN I" x 8" 814EAT14l1►4 TO EACH BEARlNiCs, FADE NAIL TABLE ®� CONTENTS EXAMINATION OF BUILDWS SITE, PLANS AND SPFCFICATIONS. FAILURE T1.) DO SO WILL L 122 FRdMiL I" BRACE TO EACH 6T1JD AND PLATE, FACE NAIL -_� ? - a _ - -- -T- I NOT R1*LEASE' Duec,ESew1L BIDDERS R� ht� PERFORMING THE WOIIrC tNDI SATED BY �'-" "'�""� """"'- BUILT-UP G4ARNE1! STUDS----------- ---_._..10d a 24" OAC. - - BUILT-UP GIRDER AND BEAMO, 2" Ll i- 5ER LAYER@-- !Od , NAIL EACH LAYER Ab FOL.LCti1S, 1 p,,o' AND SR'ECIFICATIONS. I. TOP PLATE OF ALL STUD WALLS SHALL BE 2 P11�C2Eb THE bA1'1E bI,ZE AS STUDS. 3?° OIC. AT TOP .AND DOTTOR`i AND I!a GENERAL IhIFC'2F1!~IATION I ALL IIIORIC AND MATERIALS SHALL ®E IN FULL AGC,01o9ANC E, WITH THE LATEST RULES SP'LIGES TO LAP 4'-A?" MMII"EII'1 AiNL� BE NAILED WITH (l?) MEd M!N!1'�N'1 EACH SIDE bTACst#R!!D. TWO NAILS AT ENDS AND RECAJL.ATIONS OF THE INFORM B,IILDINCa CODE, STATE STANDAM.�S, THE NATIONAL OF JOINT. AND AT EACH SPLICE. 1.1 GOFER SHEET, PROJECT NOTES AND INFORMATION ELECTRICAL CODE PLUMBING CODE, LOCAL CITY AND CAL U' CCX3E9 AND 2. ISOLT HOLES IN WOOD SHALL BE 1/92" TO 1/16" LARGER THAN THE NOMINLA'L BrJLT 2' PLANKS- _ - - _ __--- BEARING 1.2 EXISTING / PROPO&ED SITE AND BUILDING PLANS ANY OTHER THE APPLICABLE RECiiJI.ATIONJS THE LOCAL UTILITY GOhtl'".1NIE0, AND DIAMETER ALL BOLTS SHALL NAVE STANDARD CUT WASHER UNDER HEAD AND ROOF RAFTERS TO RIDCriE, VALLEY OR HIP RAFTERS, 1.3 EXISTING ELEVATIONS AND PROPOSED MODIFICATIONS tML00W$0 ..uan,w•.u=••••�• ANY OTHER APPLICABLE LAWS AND !!!<G�tII.ATlONS, NUT UNLIESO NOTED OTHERMSE. TOE NAIL- ---4 - 16d 1.4 CODE ANALYSIS ALL BUILDING TRADES SHALL PERFORM AND C.OMPLE T E THEIR UX-,MK TO THE BEST FACE NAIL•--- --' 3 : i 'd ACCEPTED STANDARDS Ole THEIR HOUSTRIE6 M C-C"OLIANCE WITH THESE PLANS 3. PROVIDE 2x SOL IID {1E IWAO ELOCKIWG BETEN JOISTS AND RAWTERS AT ALL SUPPORTS. ROWT1ER TIES TO RAFTERS, FACE 3 Od 20 TENANT IMPROVEMENT PLANS_ AND SPECIFICATIONS,. COMMENCEMENT OF WORK 15Y ONE TRATE AFTER ANOTWFR 15L•COCKMCs SHALL I t ONE PiECE AND THE FULL DEPTH OF TWE JOIST OR R:FIM JOISTS OR RAFTERS r0 sicca. OF STUDS. TOE NAiLS EACH BIDE ? - IOd 2.1 FLOOR PLAN TRADE E9�TABLISI'�!S ACf4wpTANIGfE OF RREvl" WORK irE D. BL-OCKWa BETWEEN JOIST OR RAFTERS 21 FLOOR PARTIAL. FLOOR PLANS: BALLROOMS A t B 4. f'1ROVIDE FIiI;E bTtaP9 AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING TO JOISTS 01R RAFTERS, - TGE NAILS EACH BIDE, EACH END ? - lOd 2.2 ENLARGED PARTIAL NO REVISIONS / MODIFICATIONS SHALL W. i"WDE TO THESE PLANS / SPlCIFICATION6. AND ROOF. FIRE !STOPS L BE 2 x's NOMINAL TWCKWSS OF WOOD AND 6WA4L L MEZZANINE PLANS: BALL1�tOOMB A a I3 OFFICE � NOTIFY ENGINEER PRIOR TO MAKINCs NECESBARI• FIELD MOVIFIGATION6 FOR REVIEW TO JOISTS CR RAFTED! ElEA►PeINIC�6 _ TOE NAiLS, REACH BIDE 3 - I N-A 2,4 ENLARGED PARTIAL FLOOR AND MEZZANINE PLANS: BALLROOM B �OP� DE ? x'o NOMINAL THICKI'�S6 OF WOOD AND SHALL B1'i THE PULRL WIDTH OF TFIiE BLOfCKINICs BETWEEN STUDS EA:H END-- -•? '- l��I TOE WD APPROVAL, AND /OR THE CITY / GCWNTY (iF RECIUlRED) PRIOR TO ANY ENIGLOND S4"ACE. RAC2 P414E 6TOrS AT A MAXMUP1 SPACINGS OF 8'-R8" M THE 25 ENLARGED PARTIAL FLOOR AND ME7ZANINE PLANS: BALLROOM G P'ROJEC T: ---- GOP1{IENCiEMENT OF WORK P ANY ON 61TE iREVISION6 / MODPICATIONS ARE MADE VERTICAL PIPIRGTICI'Rl. PROVIDE 2x FIRE 6TC** iN ALL FURRED ePACES, BRIDCsING TO JOIST TOE NAIL MAC44 END -? _ ad 2 X FOUNDATION / FOOTING AND FRAMING PLANS WTN,oUT APPROVAL THEN THE CONTRACTOR SHALL BE RESPONSIBLE FCR ALL VERTICAL AND HORIZORNTAL. AND AT A MAXMI.IM SPACE OF 8'-O" M EACH -- �N - AOW)CIATED COSTS, DIRECTION AND AT THE SAME LNE6. 9HEAT•HECI TC2 FRAMING MEMBEIel,L 3.0 INTERIOR ELEVATIONS ITENANT UM'TTEN DIMEN6IC)ivl8 04 I?R,6LLi114*5 SHALL NAVE PRECEDENCE OiE14 SCALED !. ALL WETS SHALL BE RE-TIGaHTfENEl> PRIOR TO THE AF40LICATION OF SHEATHING, SAV THRU 1/2" PANELS �� 3.1 INTERIOR ELEVATIONS, BALLROOMS A 4 B IMPROVEMENTS A� DMENSIONb. DRAWINGi�1 ARE NOT BE TO SCALED. CONTRACTORS, SHALL VERIFY AND PLAST'Ele, FTG. ---6 - 12 OAC. 31 INTERIOR ELEVATIONS: BALLit001'1 C AND LAVATORIES I I�r��"'`����'y i BE RESPONSIBLE F5A ALL DPIENSI� AND FIELD C:ONDITI:C* PRIOR To C>G�P7F91r. NG bd C X?*XM NAIL ("-FLOG, WALL) ! � THE WOW, NOTI�r EWANfEtER OF ANY DISCREPANCIES. 6. EACH SHEET OF PLYWOOD SHALL BE IDENTIiFIEC BY A REGISTERED STAMP OR Sd CCaf�v NAIL. (R100F) I � . ISM" TW-IlRUJ I" P�BLS - ------ 4.A 'SECTIONS o INTERIOR iP1PROVEMENTB I B�AL���A ®ANNE STRLRIGTLM@AI,- DMENt31ONf5 CrONT1ROLLEf.? DY OR RELATED TO MEC.HAN{CAL AND BlrAR`ID OF THE Ai"R!!CICAN PLYWOOD RALi60CIt1TIC1N1 -. _----------0 - 12 OC. �����D ', ELECTRICAL EC.1<11PN1Et�IT SHALL BE 4'ERIFIED BY THE CONTRACTOR PRIOR TO 8d CCr'FION NAIL 4.1 SECTIONS CONSTTRucTION 1, c C E. WHERP FOR E F-YYWOOD 16 53 EXF'�D To�THM PLLYYWOOD "MINIMUM LOOR 1 1/><!• 16d 1 V PANELS,-_ ` � - " �MI�>lrlaltM �. COMPANY NLA,. OR - - - 1? o�c. is SECTIONS �Alem ONLY APPROVED "CONNLOTRLIGTION SET" MARKED DRAWINGS IN1G4R1 ORATING ALL SHEATHNa SHALL BE COX. ALL PLYWOOD &.%ALL BE CrLUED tLNTH EXTL+RIOR 8d DE'O"D NAIL 5.0 DETAILS �, STREET AND DIMENSION CLARiFICATION6 SHALL BES USED DURING THE EXECUTION TYPE GLUE. ALL PLYWOOD SHALL C,OW<MM TO Uh. fF'4VUCT STANDARD 8900 S.W. COMMERCIAL I 7^ CF THE WOW PS I-14. NOTE, WERE NAILING SC.1'NEOULE AND IivMR'OR'1ATIC71d GIVEN ELSEWHERE M THE CONTRACT 5.1 DETAILS �„� T GARD, OREGON 9. 2223 000JINNTS DO NOT AGREE, THE MORE STRINW.NT NAILING RISCIUIREMENT SHALL 52 DETAILS 1 -10 , Iq "mom %ONT'R.AC-TOR MAST 19E RESPIONSIBL-E FOR VERIFICATION AND C'CG4QD1[NATION OF 8. ALL WOOD BEAR'NO ON CONCRETE OR MASONRY SHALL BIR PRESSURE TREATED APPLY. REFER TO SHEAR WALL SCI- EDULE6 FOR ADDITIONA'. REMIR!'MENTS. � SUBCONTRACTOR'S WOW TO SFCURERU0:01'IM I ANCE OF DRAWlt.,06 *0 SPECiFICATIOIr:S, DO UCIL.A'S FIR. �f c r THE ACCURATE LOCATION OF STC'%VAI_ M beftb, AND OPENINGS FOR MECHANICAL, mom SUBMITTALS, ELECTRICAL AND M16CXL.LANEOUS ECIUIPMENT, s!. STRTJGTUR 1L MEMDEM SHALL NOT BE CUT FOR PIP"EIS, ETC, UNLESS SPECIFICALLY �- CONTRACTOR AND EA04 etJDC:oNT'RAC.TOR SHALL BERE6P+aPa01lSL:ld FOR ANY L086 DDETAILED. DESiGN ORETERIA OR DAMAGE CAUSED B'r HIM OR HIS WOMCMAM TO THE PROPERTY OR THE CX14ER OR IO.CROHa BiRIDGIN O SHALL BE PROVIDR_D AT 8'-O" O/C MAXM VI FOiR ALL JOIST'S Z- l TO THE WORM' OR MATERIALS OF OTHER CONTRACTORS OR 616CXNTRACTOR'b AND RAFTERS MORE THAN 8" DEEP, BUILDiNCs C'(A>E:-- 2003 ICC W/ 2004 C?RECiION AMENDMENTS MINITY MAP rXNT'RACTOR SHALL MAINTAIN INSURANCE THAT W{LL PROTECT THE OUW.PZ HARMLESS 11. ALL PLYUk= NAILS 'NAALL IDE C.OP"MON ONLY, ALL CytWER NAILS 614A:-L BE FLOOR LOAi.'°,f, ---6D PSF � MEZTANINEB, 5O PSF * RAISED FLOOR - - L� P1R01"'1 ALL CLAIMS OF DAMAGES. _----- ._ _ COR`71"iCN OR GALVA+'..;,CI 0 BOX. NAILMGi GkBE PER CMA CMR 23 OF THE SEISMIC LOADS: THE CONTRACTOR SHALI. Be Rebl"+ONSlBLE FOR ALL TEMPORARY LOADING CONDITIONS INTERNATIC*LAL ISUILD44G CODE U)/ OFIROON SEISMIC USE GROUP,'--- ---II DVRINGr CONSTRUCTION AND SPALL PROVIDE DRAClw_* AND 6040RM3 IU4ZRE RE4UIRED. OCCUPANCY CATEGORY, 1{I 12. ALL bT'RI1CTt.NRAL LUMBER MALL Be OOUIdLAB FIR OV 1'OLLOWIPk's GRADES ,-----I--..'- L ONSTRlGTIC7N LOADfl, THE OTRUGTU!!E HAR'� BEEN DESIGNED FOR OPERATIONAL �R0 TO THE STANDARD GRADINIS R,NEb FOR WEST COAST Lt,MI�R SEISMIC DE61C:N GAT1sGORY p ,� ' t,• ,` SITE CLASS ($OIL PROFILE) E `+ ;1 :{ '+ ----• LOAD!! ON THE C.0MPLM0 STRUCTUM. GLUEING CONSTRUCTION, THE C:C2NTRAiCTOR NO. Mr {AdL.E166 P#TfEl7 OTHERWISE: -- SHALL. PROTECT THE ST'Rl1CTliRE R'tY BRACING AND SUPWr A1tTIWx WWEREVER VOCESSIvE RAFTERS, J016TS, PLATES..- -..NO. 2 QN. W. Iir!PORTANC.E FACTOR.----.__ C 0146TRUCTION LOAD6 MAY occA t IDN" AND STRMG+EM ----- NO. 1 12dw. SS 104.1 Date: 8-25-06 ALL P'1ECHAr'�K-'AL. AND ELECTRICAL i11C?R1L bI4AL P"+Od'TS AND TE!F9DaER0-•---- NO. I 12�@QJF. - --- l. BE UNDIR SEPARATE PERMITS. 2 x 4 JOiST AND RAFTERS NO. 2 l413t3�. !LI----.--.-____ ---31.1 .f � � d'f1b `1 BLOCKING, BTRIPP9NG1-- D QTUa GRAVE, STUL26. BLgfr .. _ 16.8 ,. r Scale: SDI - ---• ____-..-.�41� Drawn by. JDA rm..11EGE�P. aF �NrneacT t�r��TQ ' i.., G3. WOOD !►TLID6 i"'IAY OWNOTGi '!D TO A DEPTH OF 21#X OF tLADTN MAXIMUM, lDcC PT REgPC N:SE MODIFICATION C cX"ICIENT:----6 5 IF THERE '$ A Gs)NPLIC:T BE7 E1!EN CONTRACT DOCUMENTS, THE DOCUMENT NT HIGHEST IN NOIERtOR W-_*W.APR*4 SrAof umlCYH MAY BE NOTCHED TO 40% OF WIDTH MAXIt-%rIR Checked by. PK PRECEDE, SHALL GONTPWL, THE RAECIwIDENCE SHALL BRC, FIRSTi ADDENDA, LA, STUDS MA;r IEE BORNEO TO 40% OF 00TH MAX. EXIMPT INTERIOR NONMARRNGu " Job No.: 05-0705 SEG F!"4D: PERMITS FIOTI4M CIES AS MAY BE REMIRIED BY LAW THIRD: 6.1106 ai1C:H MAY BE BORED TO 60% MAX. II MEN EACH STUp Ib DoU10LEp � ��� �� SPECIAL. PROVISIOEN�I, FOtJittH: R�+i6, FIFTH, STANDARD PLANS, SIXTH, STANDARD W1IT'N NO" Mole THAN TWO AUC"661VE DOUBLED STUDS, Drawirlq No,: COVER , ! SPlrCIFiCa4TIONb, OEVENTN, RET!!lRENCED SPECIFICATION& 1b. M No C'U!!I!: SMALL. THE ROW OF A BORED kIOLE BE NEAREER THAW L!/8" TO TW. C:ONTRACTOR(S) TO COORDINATE EOdE OIL A STUD. T'E W/ ;JtIJrREPR 'RETIE NEEDS !'►NG RErDLtIi '�ilLs'.MENT9 ,, ,• ,.�r ,, , CHANOE ORDERI, AL ANO APPIOVBid I�ISIONS TO PRIOR TO PRICKV-1, PRODUCING DOCUMNTS. r. f, R'L-� � SPiEGIFIC.ATIOI+r YPLL TAiKE PREClpENt.E OVliQ LISTED �•C�C�ht'TRACTOR S4LALL VERIFY C:C.>R'1PATlDiLlTY OF FAeTENel� WTH R'IlESSI,11lE EI_ECTRlGALe PIR+UvIpE ANIS SIJ , T ALL NECESSARY DOCUMENTS, L!CaHTItJ13 fLt�IER.a'1" 'AL'CO'VE. DETAILED PLANS SHALL HAVI 1�WCEpENGE OVER GEt RAL. PLANS TPIEATItfa M!!1 �,� ' FC)l 'tBICALC:ULATIC"\6, ETC:. FOR OSTAINMG A PIEW11T FROM Tlat 11. MWM TO PAR)LATM3 / GOVERINO WALL* - CHECK i T04T'EN ALL BOLTED CoOVERNINiG AUTHORITY. PLUMDIW-1: P} OYIDIF AND SiABMIT ALL NECE66ARY 0Cx_UN"1ENT6 RECUIilEL7 FGA}! �'' �•° � 1 r �y r�, ,. OBTAINING A P1 M11T FROM THE GOVERNING AUTHORITI'. H\'ACs P}RO`,r{DE ANLL 94Jl9MIT ALL NEGE&SARrt" 00ClMNT8 REGIUlpep FOR OBTAINNJCi A PERMRT FiRCx'1 THiE CiOVERNlNGt AUTHORITY, HVAC = s CONTRACTOR TO 8�XIMIT WEIGHT AND LOCATION CIP UNITS TO N,E.I. TO U COVER SHEE7 DETEMMIM ADELIUACY OF PROPOSED PRAMMQ lSY6TEMA. T---._- f SPr$IWLER, PROVIDE AND SUBMIT ALL NECESSARY DOC VIWNTS REC�IJIoWo FOR 67 SHEET f 015T AITIING A PERMIT FROM TWE GOVERNING AUTHORITY. 1 . � Rim i 11:9,%,:`t,f• RI •. ': ,:•:In• R,„ jft lit 4«}; ..,.y 'r III ...w�.,......«..:o'w..-.._ . r� .. _.ti�+w '-:M.w,wewcwaerkyvx�'r'ans"wk►rinnM.aM�MN1N.M'+���r: T1 TFITTrk ;f 4 I , : , r ! i ' yr jj a : r. r „ t -1 4 S , A + - yr, X111- r , t I i 11 , r . •' , ::r.- *.. ,t k. ',r ,. F _.:,,. ..,451 ,- N, ,!7 ... I!,� t. M{, {,',�•, 6` .>�, tit:1 1� e�;h t�N'p, "� ,. _�.�, '{ 1 ',. a ; r -'i.w; 'a' �isr•• i. 9 �{' �', � Y. '�}a, r�t•t r .v,?rr. : Ay,y {r .. -6 1 oil k .r I# a{.d,'r1.,i�, � n,. t. ,? :,Pr e��'�"',.>^-I 1 `+', •V � :i,` 'r _i'' ..,�1. i1 . •uA. t E t r.1 f ,'# , '.r.` ` 1 '.�:_ c.'2;�� 't '' `- 'n>, it., o'S.Y.' ''� "t, 1•••'� r$...;{wryq� -yr ,.,.f, I, + 4. .!'ate.+' ..h )d_ •u sf + •.l4tp � t�v {rY'�ft � � .f - mm ,� I. , , , : 4 t. A J : r aa f , t 1 ♦ ��•�jp ptM Y , TNs I! s p�i r • ,�,-', , •,i. �. 'k'�� bks. ., ' t • M r A: .. 1. l L � 9 r _ ° , ,yam �� lab'-m• ..b30'-t�►" raw ' I i ti. 1' VILANW:AFMO AI!!:A \ ,' • .• AREA MONITORING I +,� /J! 1 [� ?S ' a 44'481"0 W 1ILU' WELL LID '7' f r✓.Y%K/ /�y5 4'46 OO' W, 0;'156' I M.-.'4•fin 1 T T lV Tl"..'►1'I T 9T►I I/'IT!!Y!\M`!'7 rTT'J'!.'TT,!'.V1 f T—+T I •fS.S'-T� S� r rFP .'' Ifw►►* . .. ,1 �►T7*Rf..7Rw_171t 7lFnl Rwvlrf. Rr/lTr+.- -_ ' .. - z r� :z�mss:.. COI�Gf 1 - �-4 E) A ACH F , f 1 9025 S.W. Centef St. - Tigard, aegon 30',-gyp" I I - f, ; _ (E) PAWIN5 SANITARY §� Phone: '503 62 6 END c i AZ. PAvEMENT-" EWER �\ , � IV# SANITAR Fox: 5031 68 6 I -� LATERAL 1 I SEWER LINE, I - TREE CONTAINERS Ab , I I NOTED. SEE f'f/1')2. i1 1 r' _ ; -FIRE kYDRANT G �k VERIFY LOCATION W/ i (E) b' 4 4' WINDCXWI'!-' - I A15OVE I I y CURS AND i I CITY Or- T*AFMC . ! I I I I I 11 - i I SIDEWALK I ry I 4- 4t WATER METER I GRAVELED fY ! ; r UNIMPROVED - I AREA Xis�l�1Q AXIMC3 .4 YrtIS,i2: '_ I R E ry' IMQ (v, I ly �: 126' x 011'r13,134 SF, 12(p' x I&3'r 13,`134 OF. a 9 i fl. IL WI 1 is u: �S•IITTE��. Wi 81, FF 16,5.11'! ' (Q7� I RES) �� ' I I i 21 , t , DIRE SERVICE VALVE AND s REMOVE AND INFILL �E) STOREFRONT- �a� _ 'q=•Ib�ZrS'! , I � LfNiF AND PROVIDE NEW aiTJF rFRONT AND o I CONCRETE ENTRANCt SL 3. 1 V I , I I ELEVATED WALKWAII� � � I _I I SEE 115.2 ASPHALTIC f \ I C NCRETE x PROVIDE WNESL STOPS (1) GYc-LE ---� REMOVE (E) 9T1QIF'E -� I I I ( PAVEMENT - TYP. -\ SE 15.2 SPACES. AND RESTRIPE AS I - \ �E P�� \ NOTED. I NEW 1,REMOVE NEW STRIPED I ADA C C G C C G !' -�,� I Af:�:E9b wAl- TO I °! 8 1 b Fi 4 3 1 I PARKING _ I (fE) SIDEWALK ,.r,.° I- i '`-(E) BIKE RACK r 12 if " 6 5 4 3 2 I 1 ► GRAVELED I I AREA 1 I I �' �„,•i. . �' , I I , t \i yy✓` ' f bb 8'-� 51'-m" �a $PCS. s l'-b" ■ 45'-�Y '-D" b !E)PARKING A.G. PAVEMENT-// I , 6 -,� ' (E;CISTING) (RECCNFIGUlRED) - "'MIN.' I � " 1 Y " I RETAINING WALL , t� 45 -0 �a e ® b ■25 b \ W/ GUARDRAIL � y NEW DiSA�,L,E I f (EXISTINdk.) 1 r PARKING r ­(IE) APP!�OAC:N a 1 i I AND AISLE 14 1 1�. 11 Id 19 20 21 22 13 14 I Ib 11 Is i9 :'? � i! 2.i �t��`. � � PAINTED ! , TREE CONTAINERS A5 NOTED- , II I • r��9TRrh'ES I Al SEE 5/S2 D D D D „ I �o •� a:• za-. 'zrs-rs=i�'a....... r- zr_.r..r:a - .� . :. .. j Y •.IrAi.�..rr.. • .r... •ww'r..+...u.r.:.ar...+r.ww...l.�ru ir.r•�r ..rr...r.....r.•.-� _ l:• o+. t\� ..r..• .. ..r f -LANDSCAPED AREA (2) BICYCLE I i IC PARKfNG SPACES. SEE 2/51 SITE PLAN SITE PLANE ' I"■20' I I"■2m' �` APPROXIMATE PROJECT : '— ----- •`� fGRA4.E POINTS AT TCP OF PAVEMENT TENA1 9``! -(E) 3" Cf~AJ WALL ®M Gr11ENTS FOR ... ._.,.. .......,.....A....�,,, . . ... �rd . ..... ......... (E) CM __I — (E) b' x 4' DANCE STUDIO I PILASTER I I \ WINDOWS ABOVE. 9900 SW COMMERCIAL STREET i BALL.FiUOM G I A i — Ii"x L�Ah�ING (6'.:) 1IGP:RD, OP, 9722.3 ELEVATION / SUBMITTALS: R DANC;f AREA ; _"� DANCE AREA GRADE= CHANGE n t (23„!) L�, PRE-APPLICATION �■'^- I WQ /E) COINCRE TE � � � g..7, Gr1l,,l STAT” TO NEW----,--_ I f?►l_Af3 --- -- ME7-T. ABOVEI I 111111 _` _ CONCRETE .... -STAIRS TO NEW I..,, SLAB I - - ,,,�� L STAIRS TO NEW I ( ) Date: 8-25-0 B�►1.9..AC� )M E Mon MEZZ. ABOVE �I SLAB eRI=T� Scale: 1"=20' JivT ? Drawn by JDA 7 (E) 6 CMU WALL Checked by: PK VANICE AREA r �«■ Jab No.: 06-0313 1�9II (F) 2 x 6 Drawing No.: E–P FRAMED WALL. � INFILLiRD (E) all WALL STOREFRONT/ENTRANCE(E) STdRE1�RONt AND RELOCATE NEW 6TOREPRONT AS �(E) 10 x 12 ON. DOOR (E) 12 x 12 O.N. DOOR NOTED. � y EMS AND R.00RPLAN mus?m,.00R MAN P vumsm t w"�r�1rN.zat SHEET _ I_'.� I"•2Q' - Wo, 1 . � V ..s , , Xo. AT Itt 'Y ! 'IT�.,k.1,?'p"�f... ..�_ - , •.n r '- - • r^ fIl > .-.:;. :, ,, : ., , , '.:r:.., c:'. 1-..- t', t 'w• � F .+Irl+ bj. .. .. 1.- 1n,: t_•. _N ..": n..,_. 1;'Y '.'-.' ..' ri.. „i._s.;^. ,...'."S.I _. i ? r ..v ,ti1•a., t :(.•.... .. ... w.., _ ... _ .. .. .. - ,- .. . .1 ',Y'. "IY'.R': , :-:,ir .•,... `. , ,_ ... :' S.. ..'. • • - ........ _.___. ___ ...__ ___.._ -.. __ .__ _. .__._'_- - - -- _. _. _ _ _ _ .. _ -_- .. _ _.__r.._-.__.... _...__._•___-_.__...,._-•_.-___-..._ ...-._. _.._._._s__ _ _. ..- _ _ _ _ _- .._._ _ - ..__. .. _. _-.,._._.___.. ..—,.____...,._._..._.,.. y. ..._...._. _-.,.,.,e......—_.-........rte_.- .._._. - - - - - - - - _ .. i.._. _ .` .,_ __.__.__-. -..-_. _se-_._. ,. ... r ... .,,v .:' •'^1. .. ,. n ,. .:. .. ... 1. :... .. ', ,' .. ., .:1,... , rte: A .. ,,. ,. a -:: '" --•. „ .. ,. ., ,:., ....r.-, . '.. ., ' _ OPIUM „ ',,.. 95 11, — .. .. -.. NA r' r F f y, gg , r r '1 1. s,,x .,,,.'_': : ..:q r+ubWLrFilAilgWlM.r.urrl.,Fcw,....•ttlIlYWY11Yll+.r'ru'rl �+�.:ro i,l6r...•a ° SYaWIili9fuAhn .:....,,,,. -,- ..... ,. : 'r: ,.., ..., .... ,. - '.. u.- �._,'.•..'.. ,.+-r«Ar.l.•a e.,•.nu,u,...wl...r..._...... ....+w.._•..',.y.,_._, .,r..,..+v ......_,._.._.wlrewy r•�..-..:•.-..-___.,,._ ..:.a., -r,...s.._..._ YirAWuaiv.YWYYrr..>:.u'J. '.,Wu:+frWi■wtxx,Arwua. ,. •-RIVORD METAL FANEL6 rJ. FGERGLA" PANEL* TO BE REPLACED (E)WIND�'iWE+ TO !9E MlEP'iaVEp� --- y ,nfl F �RISI ED METAL PANELS TO MATCH (E). ,4Np INFILL TO MATCH (E) AWJINa9025 S.W. Center St. Tikvrd, -veaon j I�EMCvE (E)+ AKA eit w P`LMOVE CM DOOR AND INFILL_ TO i i ,l.I ■ .. . . BLOCK WALL ----- - Phone: �5W� 62.0 MA�rCN (�. I , ® UC 1 2006 Fax: 503 684- - - � I5ICYLrE PARKING I '2 I RACK r ,� I r B.W COMMERCIAL (E) STOPEFRONT TO BE REMOVE.01 \ AND INFILLED TO MATCH (E). __.__1 �i REMOVE (E) GARGaE -� ��'�►ii �� DOOR AND INFILL TO NEW STOREFRONT IN EXISTI NG �AO M GARAGE DOOROP1L' NltlG. MATCH (E). Q �j � _� ELEVATION NEW STOREFRONT TO SEALED AND NEW RDOOR 3066 NEW Wl>,I.K,WIAY I/O" it (d" CAULKED AND DOORI)MATNEROTRIPPED. ASSEMBLY 6NALL �- MEET ENERGY CODE REQUIREMENTS. I I METAL PANELED METAL PANELED FASCIA (RED) FASCIA (IED) I I PAINTED STRIPE I (BLACK) I ( AAL NOTM CMU PSLOGK MALL I 1+�LFDC CahCTI� ELECTRIGA_ SERVICE �CO!.+,'`!ICTOPR AND •FIRE HYDRANT -CMU BLOCK WALL D'JU�1l,►gOUT , ALL ELEVATION FEATURES/ELEMENTS ARE E!XISTIW-s UN.O. (DREAM) AND METER (CIEAM) ELEVATION ITEMS BR�Ih1G MODIFIED ARE NOTED IN "BOX" A DO '1 EAS' ELEVA110N COMMEPCIAL ST. ■■or ■Ar1 THE SOUTH ELEVATION WILL ME FAINTED TO MATCH TWF EAST ? . ELEVATION PAINT SCHEME WE'„!.M PROPOSED MODIFICATIONS METAL PANELED r-PAINTED STRIPE ARE PERFORMED TO TWE SOUTH ELEVATION. FASCIA (RED) (SLACK) `— BARREL VAULTED ROOF BEYOND. 1 NEW BLOCK PLANTERS. SEE SWEET IZ AND 5/3�. CMU BLOCK WALL (CREAM) , S•W. COMMERCIAL -- ! — -- — - _�_ _ -- - PROJECT: --- - _-- _ - - TENANT NV#P'ROVEMENTS - - --- FOR ------------- ----- - -- _ DANCE STUDIO 8900 COMMERCIAL STREET TIGARD, OR 97223 e NORTH ELEVATION SUBMITTALS: I/8" • I'-m" 10-6-06 RESPONCE To RE,4E BARREL VAULTED ROOF BEYOND. ROOF 15EYOND Date: 8--25-06 Scale: 1/8"-1 -0 ----- �:_ -- Drawn by. ,JDA _.__—•=- - - — _ - __ Checked by. PK ,--CMU DLOCK WALL Job No.: 06-0313 --. CMU BLOCK CONDUCTOR AND _ --- _ __ _M_ Drawinq No.: ELEV �0011I bPOUT •iii+.� -..rr .+,+we`..—_•v ..__..__r - _ _ .•_r.. .r_•. .rw-r .w. _ j� ?,4 EXISTWO ELEVA I 4 W/ M OOFICAUMS WEST' ELEVA71ONRAL90ADEET TAACK�3 SH IL 1 . 3 f d ' •a._•.'.,«wAr+vaA•a•.rAutl�YlOi�iMAk'IMllla"tiM4tlMYYNAMI►vwer+.h^•.. .. .,�I�.�l�!' . s i M ry 4'A '¢l , a h i I .I .r ..r j 1 , 1 I f 1 IMF LL .,,r�,r,: '1'1.1 :.l:l.''.I .-. .:, .. ... ".. : .r.• " - .:',. .. ,.- , ^..P':' ,f.. , ' r I _ , .. ... r . ...._._. ._ __... •_ . ...n rynYY..wr. .Y ti,_ .YIYIIwIWiM111 . .IJMi?iYY.Ir1YMfllbc.Ilw>os.urYaWl6'•.L�..1./'+rL..W� :.Y4fr,Yi...a^r 'i _. ., ..... .,. •,,,,,,,, _._.._.._. ..- ,..,.....:...«....,,._ ,.www.,_ - w ,,,...rti IYYY. �"�Ai.Iai�lYllfWY411Y1 . -wwYwrru' -.+.srr.,.s.•,...,.........:w:r.,.-.•...,.......... m...•k. .r.ww'r.ur....r.. ..u».rw..u.......1,...., ..... .wr.Yur.W, r.+a.wl.rlr _,,••••... - — .._.��w+ea.Y. Y 'Wr•ro`iJYh•"YIa'Y.LII�YarYKrYYW+[61W►wMW.W'WibYWiK. NtYWY.LAW'Y.N etlit.lY l.w/.//11100.'Y ,IY i:+IY._" V _ ,Y ,.. ...•wlu-` wa,• •;;•'.,. -' . a"•,y,��.W,.. ..•„�". . r.u._:.r..Sw..t..,.,.pn ..,. . .r,.ar','rr,ry, :,,m.^.i: �1WYoallrr a»:enll.r.n-:r •o1 _ - _ .r, ,. t10DIPl' (E) CrOORS (OR IMl*tALl. -- NEW) F(3R LEVEL TR 1461TION FFa01"'1�` 1. BALLR ION TO EXTERiOPR GRADE. (U 0 CMU WALL VERIFY TkAT DO�ORb HAVE 1 1/2 NIR - y,l FIRE RATIWA. # 9025 S.W Center St. - Hgord, Oregon 972 • �� ''�'` ; � � i- - � - "+�-> 1 �= � -� - �•-,- �- --I T- � j" �-- ,•-;: _,.r Phone 503 620-20 � C _ __._ -r F' , �..... �y - r _�' Fox: 503; 684-36 rte......—.. ..._ /' •'•Y l.• 1 ; 1'. , I I i- -!_ 1... f' ,��Af_4 a ♦ .1_i..r :'_r_, UN X..X'.UPIED AREA �i i kis i i i t. VIEWING AREA TOTAL. OC:C. LG.r )c '� I$NG --- i - ~ t�• -`Tt "� ' 330 EW OCC. LD 41 (2 EX176 REQUIR9D) / �;. 'j� Dim!► WCXIEN'8 _ ,,'330/1.41.1) _ _.._ / ) AREA I + , 1 t `� •—VIEWING AREA y. h ,' �:K '� koQ , r- — 6c!' •� ` �I _ ; r OCCUPANT LOAD - 290 ' ♦i.f 'W Iti '` .? ,. X: 1, Z (?001 / 1 ■ 285A) ..r- '•u X»� `Y�,,� � -5,,� � (�'!1 i b I uJl ' t�t . t,.��:;� i. . ... 1 � •�+ "+�,1 TRAVEL DISTANCE � � � r I � )` �>' •�4- � ��`r;" . ~ rl Y M •- ''•I i f %I I'• DANCE AREA R p� � ( 18•ANCE•13'-4! ) % / /� r 1 1 Y TIL �' ? r ,•,.7, t / r / 48 -1`tic40 -? +1,'348 8F. 7 ( I �' _ i 1�y .}. �► �`,/J"�, //i%r% _MECHANICAL ARBA. OCCUPANT OAD 129 FN �! _ �� ��i+: H 1 __ ,. TOTAL OCG. LD.• 266 !!F. OC, L[1 r 1 444/, ■ �l`�7 5C '1 _ (266/30P 11 19) TTRAVEL DISTANCE '1� � k .A DI�E6�ING � , MEN'S � �•:C. ,�+ ! t? EXITS l�EG>KJIIlEQ1 � , 'J 1 _�. . •//w�� 1Y�187ANC.E•1?I) �Y AREA I 11 -_i_ r `{�; �' % T I '� _� L .144 !x " i�' ; EXIT fOATbI , ME ZX ADO fl / L1 .. . +r VIEWIli AREA OCA. L0 40 T ,�,�}` — L L • +��f -CIRCULATION AREA lf9'x40'r40P? 811'. - '3'� OCCUPANT LOAD ■ 61 OFFICE � ,- (— BGG. LD. ? .• � Y` DANCE AREA -+•!- 1,1-51 op, - „{. 4. 7 .j 1_ ' 'i��� 1: ��� x Y` i 1 r-r I i j .I ry- . _ .i.�,; OCCUPANT L AD • 119 rri' , T' I ____CIRCJJLA7h0N AREA - i•`.fi`t+ � _ '} +} r T"; _f-:I� (1,19 / ►<�104 8P. LillDI1LDIs EXl1 �d + y Y -: DNyCi AREA m 13,734 _ l �_4q ; j i � j i I N ,• `` --------- --.-----._. _.—.. 1'�-� _.� '•,r}'1;TG`TAL OtJILDiNG OCCUPAh1T LOAD • 1241 }I (3 EXITS REQUIRED) C ADZ ' CIRC: _ATICM AREA. MOT c> 4. 214 SP. ftftl1 TOTiIL C*GCUPIED AREA I, 6W OF,am r TOTAL OCC. Ill 40 OFFICE --� - wswY.r nrwwr i - r� r (1 EXIT REGIIED) 130 SF. PREPARATIONFCOOCC. LD■I 'L.: iL-Jr•_-J+u.+­iT?I( I ?11/00 ?TRAVEL DISTANCE *.;.. ' ' ', ' ' /' -'' f � (DISTANGL'•14 -1") ; � II� Iwa _ n :):''�' �l ��.':r'+, .r''tC.: I FOOD PREP AREA \ l ,y (FOR CATERINGj�� _r BALLAM I El SERVICE UCE) k,�; � 7 1'*' F.-;-t TOTAL BGG. LD.L 4M f ,i 1 . _r ��, . \? � \ '? - � -L_`t-+ -I-,., I./.• t 7'FIRE CONTROL--\l? EXITS LGIREDI _T - ._; ;t_ , RVOM • 1 ��' L I•,T.., I -f-t�� l ••,. -r t , - • , ; l `1' / —�-� '#-i• -I .' . .,.;J., DJ RE,q gyp,. .. a� } \j r/ 1- BCV. LD. ■ i \ F, Yr MENS 14—;. DJ STATION ! ST ..AL \ + 1? SF DCG L D•I 1405 I DANCE AMA ' 1 +_.��i t ,`.`.t';I a: ' t _► i�; - . AREA � ,hli-t�: (12/100.0.12) AREA`---t`• r .�' � OCCUPANT Lr�r4D ? � II ''.4`�. w�r '• r : : -- ---- — 2is S.F. -AL DrI 1:�T.1.�_ _ , OCCUPANT AD !OG � � # ti� f?lg/3 3) iI} r, :• }'i ✓DEWING APQ£A -TRAVEL DISTANCE'�� (1449/ 300 ?.4) ll�b?S/ s- r1y► i' ~ ' . i 324 OF. OCC LDII46= (DISTANCE■14 -9 ) {; r�. 3241 a 443) +�'►j'J + r•±�1-t I.i} .t {i ® W V1 WINCs AREA _11,11 - __`- I - i AF. OCC LC✓■4© �` �" `i ��+' rrt •1 h 'I +'`. 1 - I i ro NISEX ?816 tt 1 t. , l (296/1■40B) " 1 j} � ;-.. � �_' T t- 4-1- Q � � W27I'1EN g 1 I ,1 TO REMAIN r MEZZ AElO'Vr- _ f' TO }�aEMAl1�l OCG. LD ■ 41 UNOCCUPIED AREA ' -�. I t i' 1 i ♦ �� OFFICE �- 115 sF. ❑ -— I , . - _ - •,�/,� �,� //,"/� � -f�,/ .f//. A� CCC. LD•I �C( — -- - . , PROJECT`_ i., ,/ /� -- - - OFFICE / �_ - �_C rip GIRCULATI✓.aN AREA , � ... �� i .i1 i /.�•%�• i : �/ir;,•j1 ,//�;, - 24 SP. i - �!%,%i'/�/��- ''' %� /!;%%�.��j� // ,�; -• --_ RECEPTION FCUNTAI TENANT �r BREAK ROOM AD tl UPRO EMENTS } ACCE551125LE : ' %'%% 'r/i :'•%� i�f �/ i ///�i H '� COUNTER _ �� FOR DANCE STUDIO MECHANICAL AREA OJ OTCOAGE ' 322 S.F. OCr: LD•I RO10 9F. OC:G J..Q•1 .. 8900 S.I . COMMERCIAL STREET BALLROOM B W= (322/30m- 10) 8.L OM A IE'Z�. 1m�.:zm■m ) _. __��___. _.._ TIGARD, OR 97223 TOTAL OCCUPIED AREA ■ 609 $F. TOTAL OCCUPIED AREA r 812 SIP. (E) b"'I CMU WALL, /:-NEW OPENING FOR 11SMOOTH TRANSITk7N NR. FIRE RATED DOOR �NEW WALKWAY FROM NEW WALKWAY TOTAL OCC. LD.• 41TOTAL OCC. LD.■ 491 TO (E) A.0 PAVEMENT. SUBMITTALS. lI ExIT RLQUIIRED) a Arm zz MMS Fria F�M1�Y.)OR PLAN rwxNxm I/8" . 11-011 I/0" • I'•0" 0 I IV WIMM MALYM ' ef" UWATX*8 WERM WALL OOPISTRCU M R-UMEIVQ RXTURN TAII3L.E 29-A CODE ANALYSS TOTAL 9.F. r 6,191 LIF. Y P!� c'� CC2NSTf•t1 C -- A --+_ - _- BA � +� - TYPE OF GOV9TI�EUCTION � � (TOTAL S.F. UMD INCLUDES DANCE AREA, Y 1 TION: V-D (V-N EX19TiN(3, - !�'� VrFJlltziG ARE, AND MEZZANINES.) , � s UOtP,: �3 25-Q6 D.'VLLROOM AREA r 4,303 SP 5ALI.lI 0CX 1 AREA ■ ?,560 5F. By INA" CTION EXI9TIIII IV-1,TR JR CM.U. WALLS NAVE A MINIMUM OCCUPA JGY GROUP, A-3 !C-? I_XISTINII MEZZANINE A I •e ACTUAL THICKNEGG OF , 1/2". n�� � TOTAL OCC. LD. r 0,101 SP. / 15 ■ X586 OCC. ��8~--II-�,� I1�A b? SF MEZ,ZANIN� AREA • iYa 8f Y� 5" OCC. / 2 ■ 293 OCC'. PER DALE AND FEMALE EXISTING DUILD{NG AREA 13,134 $F. Drawn by. JDA NOT INCLUDE UNCX:GUPIEI� AIC,��rA) (NOT INC:►.►JDE IJNr?CCA.IPIED AREA) MINIMUM THIT,.:►Jeft "FACE TO F,••>,.:.E" P'ROl 2 WMR RATED FIFlE - � OY ALLOWADLE I"IEZZANiINE AREA ■ 1,401 SF ALLCAI11AMILE MEZZA�'��IE AREA ■ 0415 sFRESISTANCE PEMOD PER TA45LE 120.1ill OF STAtF Cr-CT- OREGON 2004 � 0 MALWATE: MALE�.AVATOLRIEP+. ALLOWAIYILE BUILDING AREA. b,md0 9F,, I STORE Chec4�ed by: W;6!► SF. x 33 . 1,401 OF.) '� (?,54.0 S.--. x 33 • Mill 45 OF,) !STRUCTURAL APECIAL,TY COVE. (Y � 293 OCC. • 4 F'IXTURIES 2153MOCC. • : FIXTURES ALLOWABLE N,!!.DING AFWP,=+ 19,000 9F. Job NO.. 06-0313 EQUIVALEW THICKNESS OF 8" (NOMINAL) CM.U. I9 •'" LL441CH WAS A ;''!RE 1% FEMALE: MMALE: W/ AREA MODIFIC;ATlON°U: Drawing No.: C'ODE_FI_R r ME61STANCE RATHO OF 2 WeAM PER NAtIriNAl. CONCRETE MA!lONR'Y <' 1 A 2133 OCC. ■ 8 r-,)<TUR>Fs 200 OCX;'. ■ 2 FIXTURES �Cr �• 0 0m B _ ^_ ? T . AI!►tOCIATION, TIEK 1-IA, TAISLES 1 t 2. \� '"EZZANINE AREA ANALYSIS IS BALLIIG�Oht ,4RE!► . IA'9':` OF. BASED ON THE TOTAL AIEEA (6,R) J,! � MAJOIC -P'I' OF EXIbTlNCx 9C><1TH WALL (s CONSTRUl,;:TEC. GF ? x b � I6•' � (, di ` - MEZZANIN! ATEA 4,0" Aw OF' THE ME.ZZANIM, EXCLUDIT�Ys .a,C. '1 f 1k P, L� (NOT MCL UD!' jr, APMA) LNXC-UPIIEID ARNAS. DANCE AREA 6F1. I>b THE TOTAL Al C''1R THE ` - YJ!_L NtElil OR (E) DOORS SPR£ T�� �!AVF_ l EVER T t F'E NARDIIIARF. u 4 - VIEW4,n AREA EXIT SIGN ALLOWABLE MEZZANINE AREA ■ f?r IlSF FLOOR BELOW AND INCLUDES ALL - 'C !' (I,l9'R SF. x 33 r 6?fir S.F.) � vlEWINPs• CIRCULATION AND DANCE �ILy 0.1 -_ �-• ^ •,e EXIT SIGN W/ DIRECTIONAL AAtiooOlU AREAS. r DANCE FLO'OFR AREA --.•. CODE FLAN ��%�fi�''•'" '` h1EGNANICA!_ AREA EWC.' EXIT itOP! !" ALLROOMsSHEET -- ------—� -------------- DIeCERNIMPLE PATH t.1.....r EXIT PATH FOR. ISUILDINIG . 4 f AN", IF ,1 wtlWN,t��Yrrw �„^ 4 p,1._............,__,..... __.__.......__ .�.01MeYwY■...w.-Yn._. _ _..• N19'�13'� _. .:.I...-_ �Ie:-_ �M,,,,•,.--........__.._...... ,r.,..nsYYr+:....+.,_.•...+ .. ..+.•.•, .. _ ... ._....._..,..-•.,,,,, tri +rM r, ..:J . Wl ,I 1 c „ , }G<'? C. "•I, as J , Y N C I t ,3 ...•• •w>N, rl, �L v' I` .: SIF' �`tlNrtn. ,+ IIYOI• � 1.. , rn , i t d IF , I - Y.. „ �. 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I ELEVATION. I I ' �^ I MEN J,/1 MEZZ. AZC"E - 1 !-1 I �! ' I CiAL NOTE ALL DOORS SHALL NAVE LEVER TYPE NAF2DWAFtE. VERIFY DOOR AND HARDWARE TYP�`E/STYLE W/ OWNER. ' I i ' ' I BAI.IAOOM A '^ ALL NEW FRAMED WALLS AND �' '"' CEILINGS TO 15E 3NEATWED W/ CaYP5lJM BOARD. COORDINATE '�' d FINISHES/COLOR W/ OWNER \� 72 23 AT MEZZ. SEE 5HcAR WALL NOTES FOR ^�\ / ` — /\ ANY ADDITIONAL $NEATNING, � REQJIREMENTS. _C c� -- ----_ -__ 2.4 AT MEZZ. I I OFFICE' r :• B I - FOOD Pv;ciP AREA ! � (FOR CATERING o SERVICE USE) ! (E) WALLS TO BE I REMOVEDFIRE � r CONTROL I __ ROOM PROJECT: , I I I I RAISED "DJ" ® ! a � �`, �\ L PLATFORM TENANT STORAGE i ; 3,1 I `✓ �� /- (E) LAVATORY ! ^� ® -� — \TOBE oIIPR®VEMENTS A FOR I I I �•� MEZZ. Aa�VE DANCE STUDIO (E!) LAVATORY 8900 S.W. COMMERCIAL STREET TO D!= REMAIN T!GARQ, OR 97223 i �-MFZZ. ABOVE I \, * WOMEN SUBMITTALS' --- --- t i I OFFICE ! -- -- --- , (- _- - I j ! (EI a"" Cr1u WALL WC -T;ON ! 0 L__ I I I Arc ROOM I I o r) .__. _ .... — _. _ ._ _. ..,_ — ._ .y _ ..._ � fEJ O.N. LafC�11RR-1, ---- --- — ------� ) - ------ (E) 0.14. DOOR REMOVE (E) Dote: 8-25-06 NEW uuu,.rewAY. c c+l e: 1/8"-1�-0" REMOVE AND TWILL REMOVE D NFILL SEE 1/52 REMOVE AND INFILL OVE AND IWILL STOREFRONT AND � PROVIDE NEW DOOR >TW TRANSITION W W STOREFRONT INFILL. V10FROM NEW WALIQMY 9 TEM Drawn by, JDA TO (E) A,C. PAVEMENT. Checked 5y. PK Job Nor• 06-0313 Drawing No.: CODE-FLR FpL.00R PLAN QED 11401 0 11.000 SEE SWEET 2b RCIR FOUNDATIO"RAMING INFOWATION FOPS'. NEW C 046TPR�TION FLOOR PLAN 7x4 (NO. ?? 2x6 (NO. 2) AT 16" O.C. 1"A AT +�" Or- SHEET 4- !Co 2 . 1 . _ r "ll R010 i Ad V r.:. ,,. ,,: +e ,,,.,.:�" '>, a . ., w*cR .aAYT�I'Tw,,*.., (�•s!H.'!'!7�'l;�tx!e-+«nf�.'.... r t - ti 5 1 t fi. r:.tY vn ..:M ..... •. _,... 1, n.. '.ir'._. .• .< S �..._ '.r k:'r-, ... ., .. .i.. 'M r .... ,.I. ._.. .�.fr. .� .;':.' '.... ., .. ta'.. . 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Center St. - Tigard, Oregon 97223 Phone: 503610-2086 Fax: 503 684-3636 -- - -- — -- --- ------ �........... -••_ J Ii D PiPpFE MATCH LME I ' I I r•I I I ri i 1 u I 1 I I MATCH LINE I II I rll I „ rT I 11 ILJI ILJI I I I 1 I I I I , I I 1 i 1 I I 1 � } I I � I • � I j BAUACiOM A ' BELOW I I 1 I I 1 t I I I UNOCCUPIED AREA .-- I , 1 � i 0 ' I ? 9 4 I i BALLROM 8 �BELOW -- i I . all10 , I 1 I i i _ PROJECT.- 1 ' TENANT IMPROVEMENTSWALL BELOW I ,� - I , � OJ dTATION , IT T -�-- ------------------ ---- I 'i FOR ------------------------------- ------ 1 ------ --... _.._-------_..-----� DANCE STUDIO , I 8900 COMMERCIAL STREET p TIGARD, OR 97223 SUBMITTALS: I Q PARTITION WALL PROPOSED MCA"ICrAL Me" I k ---- HVAC UNIT FOR DJ GTOltAdt • ; '0011� ROOMS BELOW k r I 1 H I ' -------•-------- ------------------------------ -- ---------------------- -- ---- -- ---- ------------ '% Date: 6-25-06 Scale: 1/4"=1'-O+r rr. Drawn by: JDA Checked by PK _ I/2° Job No.: 06-0313 ---- Drawing No,: ENLG_PL.AN Im, + PAFMAL PLAN 2.3 r WE 4/?Ir FOR FRAMING I1°R.AN. MEZZANINE LEVEL PLAN BALLROOMS A AND B SHEET L . 3 .. .Iws�IPJs++n.�!1'we�M,M.n'••*'�..�r.vrr.'wriwr.•..n--..s..gyw.,,,.V ��R , _ r r , r r 4 v . -9„+- i ....2t xt' +V.a,=34�i•M,R ai.A...+.. ....._..� ,...: .. _.iF.d A,.,t. :.,r,,,.�.. 5,-..:.e..7.,.14,yk7]Iliev,..F.Y g,`..:a?rSNz�.v.rte .,h.. R9iI0 �'+.,L.�'✓..w.w.�Lr _.,t.'ILIA ri r.,_..' ..,,' dN�(A:,.✓,: 1 lis` k a. .,:..`:..:.. rGi:3r...! :,a r IL mom r .,.; >. 1 � dV :j , �1 Tfl k 7 Y,Y f F -it jh ' �iv d - r f• -VP .. "J+ WWI , e q a� �tiJ7F�'a5kAi r 0 - V K 9025 S.W. Center St. - Tigard, Oregon 91 Phone: � f 03; 620- Fax: 503684- 71PRO ��� �r ,'�����►C3'1WR,�UJip� � -0 N ' '-O" i 7 ( ( i UP 4? KED 1. 10OFFICE 1 MECHANICAL AREA I ' 30010 ; ' PROP�p MANt,IFACTURED m HVAC; WIT FOR GLAZED ( GUARDRAIL ROOP1 DELOW �\ ',� 4010 i ( 41- f! ' i OF RADIS@O 1R WALL (8*N BX NO 4 l' 4 OF (E) COLUMN,'! MEZZ- CENf1ERILD 8 (E)COLUMNS 4Z °�W-R�I,B2rB3,B4 --- --- --.—_-- _—_— ' I/2" GYPSUM WALL 130ARD, ONE BAUM 8 -� STORAGE AREA ---- •------ � —h V ( ( ® O.G. - UNBLOCKED. ' 3W-B5 ' BE lE) COLUMNS TO WRAPfs'ED ( 1/2" GYPSUM WALL BOARD, BOT UNOCCUPIED AREX ALIGN INSIDE FADE OF SIDES W/ 5d COOLER NAILS 4 I • � , _ WALL OF WALL W/ (E) O.G. - UNBLOCKED. STEEL COLUMNS. WALL BELOW i / di 4010 V-0" HIGH ar PAR.",(TION WALL I 3010 ' PROJEC T- ( TENANT loo 10 IMPROVEMENTS FOR OFFICE DANCE STUDIO m 8900 COMMERCIAL STREET ADDITIONAL STAIR SYSTEM ►majIRED IF UNOCCUPIED 'IGARD, OR 97223 AREA TO BE USED IN FUTURE. ( SUBMITTALS: SW-B4 or -- Mote: 8-25-06 Scale: 1/4"=1'-0" prawn by, JDA PARTIAL PUN Checked b : P rd"I"N PARTIAL PLAN MAN Flom y K q.4 Job No.: 06--0313 Va° . I'-m" 2�4 I/a" ■ 1'-0" SEE 4l2i FOR FRAMMCi PLAN. SEE 2/1b FOR FOUNDATION Drawing No,: ENLG_PLAN AND FRAMING PLANS. k( PARTIAL FLOOR PLAN AND MEZZANINE LEVEL BALLROOM a SHEET 2 . 4 . ...•u. _..,,.n.:,.m,n,s..,m,�...,•Y,rw».1rrrr'W7 .... 1 , r Y r ti ,���y�'�,��{I�' ��'�>•y'M��r''�(°�°�'�,C 1�p�i i`h ;:.i „ 1� tv „ r i � , 1 ' 4 � .i kjh .�d • , r T119 .. ., r � I , r : �+ k d t -r ' 3!c _ - } I r. I • a • 'r Y b• r • • I fir► r, . , J. WON , _ �Y+�,�Y�p�J,.,wCrwYr�wwr�mak • i�al tiJ�r.:' -„.:,� - -- —__.__._...r ._ ..L�.:-r�d....__ .____• '__ _ - - - -- - - - u,:.Wb'.Y6�YJt.�•: --•.Jlrw .r.... .... ,. F lei K l I 3 I' I!'-r 3/4” (MIN,J 5'-0 " 'L 9025 S.W. Wet St. - Tigard, Oregon 972 PRAM a D Phone. R00ij 620-20 WALL r" For 684-36 F ;'_;. rp� �QEO-.PROFF 1LJ .0 Nome► 1 1 ire , 16, IALI ,4)Ir 1 � ; � � curl � � � C�iWIlf6RdG �� �'�'� 4 •-2 � �a 'a� I +I' I UNOG ED , Ir001'1 � , t 1 I AREA 9'-m" ADDITIONAL 6TAIR OYSTEM ►�1GUIIR;t4 IF UNIT IED CABINET � + VIII + i i AFlEA TO DEi l,f8ES7 IN FIiYURE. i 4'-1 3/4" 2'_4„ i 1 10 CWANGING `� 4.1 i i 4.1 RC�CX'1 CO-) i^ I— Ao - ' -------- �E)GOLUMN6 r-------Ii BALCONY ABOVE i r CWAWI NG CWAWslWz T"WIA�ED" i i NV fOR l"111111OPON ",t, �� Y I V� 4 P�OC�'1 Room � I110Of" BELOW ' + I CADINET Imazzmve C ' BELOW ,�` BELOW rr ( ' 1 I ' • A I �.i —T ' e+ C 13 BELOW i 3'.®" 2' 1, 1 A 1 I 1 %*AR WALL (81W"CX) N07E 1 1 ' I - ---�L J , - I 1/2" GYP&Sl U1JALL BOARD ONE SIDES iw 5d COOLER NAILS • a" d'-Q)" HIGH O.C. - UNBLOCKED. _ PARTITION WALL NOTE:I �� • 60ME 604EAR WALL8 WILL ' 1 O�It�ll REWINE GYMr WALL BOARD ALIGN NEW iL�AL.L ' , Bt�TN 61DE8 FOR 10110011 FINISH 9 I I W/ (E) COL~ REG>IUIIREMENTb. I 1 I 1 113 Id RIMR8 b 3/4' OAS . 1 15 TREADS II" to I � , I _ I FJW-G3 Y^31 4.1 � I I I I I 3 I j ' PROJECT: UPin TENANTIMPROVEMENTS ,. --, — i r I ' ------------� r-- MATCH LINE MATCH L114E ., ------ --- ❑ 1 + Iril . MATCH LINE q Q ' L---------- � L� --- ----__- LJ 1 MATCH LINE ---- ----- �- DANCE �Tl1Cal0 ' rwww�.wwwa�wr��i w�r�wr�wr www>,ww��� ww•r�www��rwwJ„�,w�w�r>_ , r------------1rlr-----------ti 1 , 1 IL.l1 I LJI u u8900 COMMERCIAL STREET TIGARD, OR 97223 I I I I I I ' SUBMIT•IALS: 1 1 1 I SAI.LDEAC�OM 8 SALLFXMB ; i i „�! 10-6-06 RESP01I REVIEW 02 I I 11 1 1 I 1 ,r 1 1 I II 4 4.i 4 4.1 , Date: B-25-06 Scale: 1/4"=1'-O" t Drawn by. JDA PARTIAL PLAN MEztA Checked b PK P PLAN �uw y " Job No.: 06-031 , �� 6EE I/2* FOR FOUNPATION 1/4" . I'-O" 2"5 V4 . 11.06 Drawing . E. 1/2* AND FRA�"1M FIL". OU YU I = KUW•,.�ATION g Na . ENLG-PLAN AND MAM04 IPLANO } 1 7 PARTIAL FLUOR PLAN I° AND NEZZANM LEVEL SHEET of +Y i, 2 . 5 scwr-" ... rM.F�PwJ ,4M#+. .wn3k/1,!'1�IA�d ^M^^•.",A�1i1'.Iww-q'n"°+r•,n.h'n,..f..n1u,�,;pnpNr�.yKa'�rr+ ,�r,y,p ,., J"Y�,{y/ �„(•,an'•Y W .. ... y /1tlYN14Cy`d _ ., ^T. �• „'�F'r 1,.., ! .^ ••...+.AMa.w.-+•.-,•.... ..y„�'N. ANq�11t.,LilW F 1[fl�!A 00A— .. , -. 'r f { r I rv: � I q Il 77- Iwo .., . ,' D L 1 � 'rt9 fi:lb k64t✓:,� r '4' I �Wd y eL T rt o,iia . it 4 owl mill— 77 '�µ-�S„• 6 4 A 1 hit D' , -F�•L 4 , .Y ', .! Y • i a. i , a .V.J Mesal-.,_ ..�rw-. .7 ,,.e:..... �., _..... •+A ....__,. . ,. ... !: ......na..•,a.L^,,...,,.:o .•._ate„ .,..Yxw,.,.`..�r.ir._.nJ ..»M�.-,Fw.,�wwc.i,r .._--:-...-- ...,w:,.;.•G�Jm�.—. '.3Yd'�Ltw�6,u!x;J.�fna.,.,...M_...-. i,-. , j : : r r 4 1 I YY n , tl'% h} { ,'� A � �fn,9�r�,4�v�� f I ✓ 1 , � ISI , lfi; 7d `�' I��'�;�.I itiri . '! � .•1 ,' y, K'. i r, i- C.. }.' rra: .....: „+rllr.•:,.,n ,.P 9 '�,tk-�Y4^..f .fl'i�!•� :4 y . .sr ,&.,.�. ,� _ . . r am � 1r MI . „ I urn.,+,.YWiI '_..._•..'r,+..,_r.:w.u-Arr•iH_w-srY.,.4rwnlrinh•-.I:u W:I- r.+...i-rr' ',V_MrWuW -Mi1NY4.r. wa.ww•: •- qf/ 'J--.,IYl+1.. nYY YW4p1" L' r : ira 4YrY.YI•IWY - - - - __---- 'riiri >r. t.. wnldfr . - .. .'. . WI 5.1 -77 I '1 ' 1 'r ' ' ' ' l ' O.H. li •�` i II � , _�'I � � "1 • I I I , 1 1 I �'i.�y-,',��,. _ 1 I If I , I I 1 ir r— -- . __ 14 TJ! + I �.'.mN I 9025 S.W. Centel Si. - ligard, Oregon 9'12 I ' !S \-44) 1 1/4 x 14" 1.3E ! _. (FJ-CI) 4 x a NO. : 1 - _-_ E Phone: 503) 620-? - 5I TIMDERSTRAND STRIrsEi i �• 1._.._ r i -(I�C>VIDE BLOCKING ( ) CONC. LEDGE DenASEN EA, J016T 503) 684-36 I � :97 I fox: AT (E) WALL. - TYP. 1 14 T • 16" Q� _ _ TIMMERSTiilAND RIM ap b.l .- 14 TJ I b •rb • i g E(J I -PT B x 10 1 !CJ-DU MOARD • JOIST - TYP. �� �.a i i i 5 lF*J-CU i 5'1 L PROVIDE BLOCKING ; - -- TIMDER15TR41SID RlM--�� i '1 5,1 PROVIDE FLCORR �� ; ' 11 1 it u FRi--l� 1 PROVIDE FLOOR ���� FSir DOUBLE LAYER OF 1/1 BOARD • JOIST - TYW. "—" J018T AT EACH 1 _ u BETWEEN EA. JOIST " 12 , __ __ _..r.-- T�MBER3'rKANi7 RIM--� r I� 1--_ AT REAM - TYP. i 9 I PLYWOOD FOR RIM AT I ��-6 x b (NO. !) 5'I �; -- ------- b11�E OF DOARC, M J015T - T7P'. ; _ -__ _ _ !*_-'� Jc�lbT AT EACH !�ltsIN I _ 1 5,1 , 11 ii BLOCKINICv - � 1 - -- .---�.. SIDE OF F'LUMQING �' ' ,1 RADIUg. COLUMN TYP. 51 �' i - TYR. ; 15ELCWPLUMBING WALL K= ; i I,-= WALL ABOVE I �` ALICsiV O. Ft,oljrIG W/ 1 4 x 8 NO. 2 4 x 8 NO. 2 (E) COLUMNS. PROVIDE L === 4 I , ;( (E) COLLI*Nb-` I' lH-CU i rH-CI) BUILDING PAPE'R BETllN. I '1►'1' 1°p/g�' - aA CONCRETE ANCA COL. - TYP. f�' 5.1 ® DOUBLE LAYER OF 1/,t f 11 1 14 TJI 3b?) • b" P.G. ; " �,q� N. d� PLYWOOD FOR RIM AT IJ �9 -. ' ' '1/S TJI 21 11 O.C. ' �l ' 14 TJI • ; I1 RADIUS. 1 i i 1 1 6.4II 5.1 I -m' !CJ-DI) i 9A 12" x 8" FOOTING Al TOP-/ If COLL",' I OF (E) SLAB. (F-G!) PROVIDE BLOCKING �. ; ; (J' ------ i I ' COLUMN AT END OF JOIST • (E)� i WALL.- O.C. ' TIMBERSTRAND RIM ALIGN FOOTING W/ (E) 15 jARD • JOIST - TYP- COLUMN& t'RO'VIDE PROVIDE SIMPSON FIELD VERIFY r BtJILDINts PAPER BETWN. ' �`'�. ; PROVIDE FLOOR "CC" COL1J'1N CAPS AT I _ MOCKING - TYP. ROOTING LOCATION I �" _--- -- __ — _ _— COWRETE .AND COL. - TYP. ' ' ? ' JOIST UNDER ALL COt.JA N TO DE.M'f O « FOR BEAM ABOVE '`4'M EACH BIDE AND CONNECTIONS - TYP. , S -® Ill-on ! ■�/y I CENTER Olt ' I � " I '_'-"'-'---_ (E JB t (P5-51) CLEARANCE • - I - I - '� 1 I 1 , -4-•H� 1-+♦,♦••e ' 'M-- I I I , I I I I I u 1 I I N STAIR Yr' l _`------- --- - '--43) 11/4 x 14" 130 1 1/4 TP1BER6TRAND--"_ ' 2 I 5 8D n'-I I !I I TIMLSERNTRAND bT'RNGEFtb AT LOWER 55..1 5I ? 1 STRINGERS STAIR 5.1 I •T f 7, AT I't'IEZZAIVFE AT GROUNG FLOOR AT MEZZANINE AT FIRST FLOOR 2 FOOTING AND MEZZ. FRAMING PLANS AT mIlAC)0m 8 1 FOUNDrA110N, FLOOR AND I11 m. FRAL41NG PLAINS AT wdim m G2.6 � I OL F0011NO SCHEDULE NOTFY NE.I. WHEN WVAC !)YBTEM WE'ICaWr WAS BEEN DETERMINED FOR VERIFICATION - C,,gLLpR � 10ZE OF SUPPORTING STRUCTURAL SYSTEM. GOLU-1N FOOTING SEE SCHEDULE FOR 351ZE. ALL FLOOR SHEATHING TO BE 3/4' CF-Ai 2'-6" x 2'-6" x 12' RESP W/ (31) 04 EACH WAY GLUE AND N,ArL W/ WC; RING S►«y,K NAILS b" C.C. ED�aES AND 12" O.C. FIELD: �-•COLUMN - SEE _— - l4 •4 3'-4" x SCHEDULE FOR SIZE. FASTEN ALL P.T. SILL R'9 TO (E) CGiNGRETE p • 3'-•C" x 12" BEEF' W! (4 WAY � SLAB W/ I!2"# WEDGE ANCHORS (3" MIN. 3Y -_ o c EMBEDMENT) • b'-V OAC- AND ADJACENT -I a a 1- - CF-A3 3'-6" x 3'-b" x 12" DEEP W/ (4) 04 EACH WAY TIU"11"3ERSTRAND RIM TO ALL, OPENINGS AND END OF WALLS AND 4-- 50ARD INTEleSECTION$. 16'-0 1/2" 4'-a" -+--�- rt--•�STAIR 9TRINCA-ERA � CF-AA 3'-4" x, 3'-4" x IZ" DEEP W1 (4) 04 EACH WAY -- -- -=��-----_-- - -= ; PROVIDE bIMPSON "CG" COLUi"1'•! GAPS 4Tqm _ 1--- : � TREADSii rr ALL COLUMN TO BEAM C.ONNECTION6. II 1 II ' FRAMED WALLS CF-AIS Y-15" x Y-a" x 12" DEEP W/ (4) •4 EACH WAY --___- _______ _-_ � � PROVIDE GI.OGKINCr ,- rl ' BETWEEN EA. JOIST -- n CFr-fLr ?°-3" x 3'-3" x12" DEEP LJ/ Cal 04 EACH ^ -COQ{ AT (E) WALL - TYP. � lJ � PROJECT: WAY , BELk W - TTP. ; ; v ��FRAMED WALLS BELOW -� TENANT CF-D1 4'-3" x 4'-3" x 12" DEEP W1 (5) 04 EACH WAY `' • MAPROVEMENTS I i _—PROVIDE 81f"1f'bON FOR Y-3" x Y-3" x 12" DEEP W/ (4) 04 EA- --W WAY __- --- -- -- "CC" COLUMN CAPS AT - -_ -- I ------ ----� 1 --i ALL COLUMN TO BFAM - - ___--- - 1 � C.d'�GTIOrI'S TYP. � DANCE STUDIO -J3 18" x �'-4" x I2" DEEP W/ l4I '4 SHORT . (3) .g LONG `='� b x b (NO. a -FACE OF (F) �,:r1U 8900 COMMERCIAL STRE ? 1 _ COLUMN - TYP. PILASTER PROVIDE FLOOR ci i 51�'b0►N 1'lMGER9TRANG RIM- _ 1 TIGARD, OR 97223 X,15T AT EACH ;i i I dl/II-bpi 5 �_ ' \ 98A - ' r�SIDS: OF �; i ' 5.1DOUBLE LAYtc?R GF 1�2" BEAM�� 1 c �r PLUMBING WAL r` ; - - -_ - --_a 4 x !, E1r"• 'm 5(8" SUBMITTALS: BEAM SC ALE � 'ice ._.:-, CC►LUF`A: PL TWOOD FOS KIM AT - __.___-... RADII!). r g 1--4 V22" - - Cr4LLMT A:tECALL "—' 'Jr! 12 II g 1 —' Z.\ . } -+ ,P ,P,� 5.1 FF5-AI 13/4 r. I4 PSL C-.a1 4 rc b NO. ! ' 14 YJ1 ® • ; - ' _ ` �� fFB�-A4) (FB-A5) 2 11/I6 x 1A PSL ___-_ __ __-- i 1 1 rl / ■ -- --=� --- F-Er-A2 2 a0E 2' Fb C-A3 6 x b NO. I __-_-_- _ ____ __ _ a 1 \' 6 L�--_.._ - - _ r C y . . _-__-._-,--•- -- _-.._- _. - -�i-- -� 1 -� ��� � `-COLUMN L"ELOW. PR+OVlDE� , ----- - _ - - -bxb (P.10. I) COLUMN IL�1 Lt C-A4 bxb NO. I 5•I + r _ _ r bIF^iPbxN 'C" COLUMN 1 - TYP. FB-A3 POE -----_�.. IN'. .� I r _J._ �� a 1 , - '% _ r r CAPE AT . LL COLIM TO I : " , _ (E) 48 DEEP x 48 !T I I I/3 _ I THESE COLUMNS, TO 1 (;-AS b x 6 N�7, I p i 1 � '-_- !TEAM CC!4Q3CT!(J 46 - TYP. ' �— - WIDE x 2D LONG / I ' "� 5.1 a UTILIZE (E)FOOTING. FOOTINCs FC.'R 8 3/4 x 12 GL•'�'1, __ F Ir It _ - �� I `0 �� 9T1<IsL FRAr E. aot�': 8-25-06 TJ �!-A4 C.-A6 bxb �:0. 1 11 i _ 24F• IAe WS - 11 1 Ir ; x e NO. ; �I (RD-A1) „_ 1_ ,1 s Szole: 1 8 -1 0 FB-A15 !l 3/4 x 12 GL- ' , r1 1 n _" ______�_.- �_ _ _ `�,� 74F-1-� W9bxb rr ' I - _ -- --- Y _ --- - ---- t- - - -- _ ____. _ Drown by. ,IDA C' 3/4 x 12 GL-5M, G.Q,3 VY �a, 1 _.-_.._� R - -._— + _� Checked by, PK ` 2 4F-I JOE U.1b '� ' S ---- •"K) I I/4 x 14" 138 `-b x � ITS?) Job No,: U6-06-0513(E) STEEL FRAME. y ` IB 3/4 x 21 )124 I TIMBEt�!I►TRAND 4TRIMAM KNEADER OVER NEW 4 1/2" 05•A1 OL-SM, 24F-IAA W6 �J.I •J.1 STOREFRONTa SYSTEM 00 3/4 - Drowing No. FRMG-PLAN ' �,J b x 6 (NO2) COLUMNS FOR NEW HEADER OVER NEW STOREFRONT SYSTEM F95.14-3 9 I 14 FOUNDAnON AIS Ite-B1 1e 3/4 v M IA r4� MEZZ / I FRAMING PLANS-0AT NUAIDOMIR A AND 61 "0 PLAN A•iFRAMING PLANS 8AL1.I�l�I�AB A aVD 8 �r Its' V.-V BALLROOMS AA AM SHEET 2 . imam6 -.a le'lir��:1 f h:.`h - -.„ .. }: , Sp _ , r, __ ,. , , :'' I :' � t iii+ �1 y v�y•�,,, - 1 , ,r , i 4 , AN a. M _ r , i ' 1 • e • X. ' .•, r t , , . 0. .. •, • . - ._ .. _77 .. , r Y .. .,. I . -• Ir' f� er ... . . � - � . I I �1. � ., I . . . ; } . I . 't . I . . � . 'J k' . . . .-mac'. :�... " . 7 ­. . . . . .. . . .. A. r •f r. . .. . ( . . .. ,. .1. ", .. I . 1'....1. 1,�' ' . ' ' . . -1 , :/ . I . t , .. . ( - - ,. r. NAAW . I . . . . i} .. r . ' r — - - 1' `` .T ti 11 I 1 1 _ r. 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'd , I/ , a. -t".7•/ ',4i .,,h 1. , at. .,..r ,r...i. !,Y,>#, .0 I ,,+4 $ r I � _ � � 1. :•�. r!Ar. y!{Ih:?!Ipi1 .. ,!r'. :hi,! •1,�,. ..ro:l;sa"4a,. �., ,'"ri4r�l'•r.�' ,n, � 'St t�i,{.,ki li'�.,� ,. . . . .. • r '4, :'#. . .+' �_ li 'fL W"Mcl . '*I L 1'' , , 1. • •I w , , • ••- .. ,. r r _ ,: — .:. ... .. , , , :i ..,. -.- . .. _ .. -.'....,.. _. - : .• _.till... - - Al 7 e Yf • wYY�•yj n."t�rEr. ;•i n ,., 01, t .f +6 I T 9025 S.W. Center Si. r- Tigard, Oregon 912 Phone: 503 620-20 Fox: 503) 684-36 rEJ CMU WALL__. (Er) DEAM.---� lE1 RICJW "TRrNG T"u"- (il; WIOM M4AMN0— (E) CMU WALL \ l9ENIND. �_ J.- Tin. a (130) - __ --A Zoo pRoi �" AZED \ • Ile Y� y � s'� +31JARDRAiL \ � . � ,,�•� r f TaltY PAKR I P I a ---------- -A ------ J I ---------- Mon. __ _non• ILW O www. SY"AM $TALL I - — 1 ELEVATION mu-now c 3.1 I/4" " 16-011 F- - t' 0 TM1. (3.0) (tN!) TOILET PAPER h r WALL BEYOND 7(D16 fe. - -- (Jl NWLATE PItoINCa PER ADA R aJiftMENT& TYPICAL ALL 510E Nil1i1 (tSaY) tn. d.aenc. �. � + 1 �. P� EXOWD PIPING tYn« abo►«a ( ) } -b" b I ?� rOWEL DIOPENSERS I r0. MI r TOILET TISSM "OLDER'S T"P. � , LAVATORY CLEARANCES - —1t 1 K GRAD ISAW6 TYP. PRO i;T: PR M114111OR TYP M Y b. PA TITION6 T`rT. TENANT ` -,► -b R pp c C 4" OACK 6PLAAH CLEAR 010 �J IMF r1�VGMG � U STORAGff/EIJPPL Y CADMET FOR ! DANCE STUDIO FESTROOM ( DIAAwE�R cNArR8900 COMMERCIAL STREET m . Tin. ELEVATION---� r • I� UNDER COUNTER TRAB:� TIGARD, OR 97223 I r. -.� Ti,, 3.2 1/4" . 11.0p ( I •• T t•""'X— t.... .. ..ter. I ADA DESIGNATED FIXTURE SUSMIT1"%LS: --- -----� " I �j 10•-6-06 RESPaNCE REVIEW 02 ROM � 2w Alx II Q Z ,._ NOTM �•-rte COORDNATE ALL FINI"G. FIXT(JRE6, lActc MALL G> COLOR6, ETG. W/ GAINER. — _ PROVIDE ISL OCKING FOR ALL PARTITION CAOMTS ETC. CLEAR FLOOR SPACE AT LAVATORIES � •\ I � , � Date: 8--25-Ofi `.`.l i I FLOOR FIylEN'bl SHALL BE M016TUPE Scale: 1/4"=1'_0" 5.0. MIR}= _ M61ATANT. PROVIDE 4" MIN. RLVMR Drawn by. JDA , T�C7. LAV. �--.- ISAW OR WRAP P°LCX)R i�16W UP WALL. . Checked by. PK � FLOOR FIYrIBH's, SHALL ALL elE sMaoTH, Job N o.: 06-0313 HARD, NONABOORAWNT 8URPACE TWAT EXT006 L" WALL AT LEA6T 6", Drawing No.: ENLG_PLAN GRAB BARS LAVATORY _ OR 1'�,�IDE � MM. RLl1�lEPe 5A"-. _ - - . 3'-0. L 17 WALLS WITI4IN ]'-V" OF LIRINAL9 AND ---- - WATER CLO+6ET6 !!HALL HAVE A � i• AI"MTN, HARD, NONA860PASENT &J11FAGE, TO A NEIOWT OF 4'-m" � ASE FLOM WALLS SWALL SE OF — - STANDARD ACCESEMBLE DETAILSA MATERIAL TYPE THAT * NOT � r� T ELEVA11ON ADYMMLY A FELTED DY ALL AC=660MEs % ALL LOCATED MR CMAP'PRIR 11 OR 71.4 OAAC,C- MoleT 3,2 1/4" . I'•aa" NTERM EL.EVA`11KM & SHEET 3 . 2 ... � ....w.nv,♦....w,...,„,,.......,.,.. •wow...•ww—rww,w., .,.-,riw..w..+.. TFvF 7n' e Y 'r , .v r, i 4. : tVii. ry , + A . + h 1 r {' u ' n yr(- a ...�..;' �♦ 't rv. z c6 1 , r ; .+IMw1YYiMf-iw.d6•'+---_ - -_•w..,.r D 1T•9"�' _ 4'-1" 4 s1 It TREADS � IP 13 / 13 R�yWTI; . f 'I v I"AR71TION WALL p - 1 v 1 1 12I-C3 `J - 9025 SA Center SI. - Ti rd, Oregon 91223 4 1 � 1 ih � b �� _` � � ,` 1 �„ r4 �' Phone: 503 620-2086 � � Fax: 503 681--3&36 A 7T, l I f1 2 141 a ` 11 0 j , _ PJ AIRI: - . Ib '�rc9 F' / 8 - M'PLATFORM S INN I � Rpt c ,i W d ( T"F. � � {E) wH r 0 a PT 2 x 12 • b r" ' r-,; . s"4" OL. 3(� 77ff ` r --( 31 j pip �../ O 1 loo Foci. 1'1e�l EA 4- y I I'•II' 1 13 TREADS • II' r6� SECTION! 4 SECTION ON 4.2 1/4" . ".0" 4.2 1/4" • 1'•0" 4.2 I/4" • I'-0" °'-0" HIGH I° POND Ib °'-0" NIGH PARTITION WALL __— PARTITION WALL &/oo 12 r.-,\ / 0 1 1 � 11 �� S i1 \Z 11 1 11 ■ Cs 3 b 1 Q C C r, 7 SEC11ON SEC11ON 3EC110N � 4.2 1/4" . 1'-0" 4.2 1/4" . I'-m" 4.2 1/4" 1'-0" PROJECT: TENANT /�Kr NOTM raw CONSTFLCTM 0 LV410VEME ra IMPROVEMENTS 0I TJI FLOOR JOIST SYSTEM O Ib" OAC. W/ R-IS BA.TTS 11 EXISTING RESTROOM =NeTRUCTION TO REMAIN FOR 02 DANCE STUDIO 02 2 x b * Ib" O.C. W/ R-13 BATT6 (12" OZ. * 81MJ12 MANUIzACTURED GLAZED GUARDRAIL SYSTEM (BJ 8900 COMMERCIAL STREET Q2 x 4 • 16" O.C. W/ R-13 BATTS (7411 O.G. FOR PARTITIONS) 13 WOOD TRIM TIGARD, OR 972.23 O RIM50ARD MEMBER 14 CLOSET I° SUBMITTALS: e'-o" NIGH I2 •e'-o" NIrsla A PARTITION WALL 0/ FOOTING /FOUNDATION lb ADA RAMP PARTITION WALL 3 A I 1 �b NEW FLOORING. C OORDNATE W/ CUNER I6 SUSPENDED CEILING � ya 17 9 3 a 1. _0_/01 a BLOCKING 11 9W.AM � 1 1 n \ J 3/4" PLYWOOD Ib GUARDRAIL - 2 x b 16" O.C. /� S O S/b' GYPSUM BOARD 19 STAIR SYSTEM. MAX. R13E■1" MIN. RLN■II" t1 E 100 DISPLAY SHELVING. =MOINATE 0264" W/ OWNER 11 11 ti 11 Ke N017M � � 14 Date: 8-15-06 3 9 Scale: 1/4"-1�-0" • , A CONCRETE MASONRY UNITS (C1"1U.) rC 2 x 6 0 Ib" OAC. UI03RADE FOR 2 9 Drawn by JDA b L_� HR FIRE lydSIeTANIGE �, 2 t CONCRETE SLAB. '(HICKNESS VARIES f4" MIK) 2 6 Checked by. PK D �J Ilk Fr-� CONCRETE FOUNDATION F — Drawing ENLG_I WEADER: AT OV 04FAD DOOR B No•: 3 Drawing No•: ENLG_PLAN ` C 8 EC110N MEN NOTES r5SECTION SECTKM F SHEET ! q 4 1 4�, � ` I 11W 4 . 2 . y 7.7117PIF W11, wly 1 ti. ., '1. , ,. . ;., '• .r• e :I i'1:. ,t-. '*f1{/Ill'%,1'g!A'..MRnzo1IRPR'M1►,M1','R11 'ge,.r'gb' 'x^>".a'.a,•.. 1 - e cf' j � v �`rAl`` a 1 j 4171 n1 Y Y 1 : n , -:.•. - , t , j QAµyl J i_- , j h , • , Oi1—.. °{ _ .,. :rYYl !Y■1YMt1...,-., .,6'_e.,_—.Y FYI YW--_. :- _. e... ...171 _u.-- � - .. •Sr.. S I'-- GLUE 4 NAIL TREADS TO STRINGERS W/ ldDd _ II11 MIN. RING SWANKS 1 1/21 X. _ P _ iOd b OAC. RIM !BOARD 31/2" x 14 106L. TIMBERSI'AiR0NC� IitISER9-% - 2 x b • Ib" OAC. EXTEND -MANUFACTUFZED GLAZED TIMMRSTARNO RISERA-i 11/2 t TREAAAS - TYP. , EVERT THIRD MENDER I GUARDRAIL SYSTEM. I TREADS - TYP. GLIAE SIMPs60N PH TOP FLOOR SHEATHING 9025 S.W. Center St. - lipd: Oregon 97223 -� DOWN TO TOP 111'15, CONTRACTOR TO '.SUBMIT AND NAIL TREADS TO ENGINIERIIIY As 0 DETAILS STRW&ERl:� U,V Idld RING FLANGE HA4Nc"sER lid • 12" 0,C. FM APPRC'vAL MOM SHANK NAIL --TAI FLOOR J016TS - COORC':J�4TE ----�-- Phone: (503 620-2086 t'sOVERNING AAIUTHORITY. £REE, P RtAMING PLAN Fax:W1OWN,E Fax: 503 684-3636 Ibd TO E.40H J016T r COORDINATE NOTCH 2 x b GAURDRAIL FINISH W/ OWNERY / 1 1/1" X. MEMB - -- ER • RIM 950ARD, �� ^ — -- THF HANGER •- \ pR EA. STRINGER 'QED OF _ �4 f f --- THF HANrER • � G1N�r'•`�'C EA. STRIRSER I -- t 6TIR2INGERb - dEE (2) Ibd FROM GUARDRAIL PLANS MEMBERS TO TOP A ND "- BOTTOM FLANGES OF TJI'S. _ �1- (E) CONCRETE SLAB ��9 y i -STRINGERS - SEE PLANS _,__,--4)ACaCCU!9 ERF " -2 x 8 W/ (3) Ibd • EA. JOIST - ti P.T. 2 x 8 W/ (2) 5/8" WEDGE !- _ '� I ANCHORS BETWEEN STRINGER$ W/ �` -- 2 x e * Ib or- MIN. 3" EMBED. PROVIDE BUILDING PAPER BETIUEEN (-A--NC:RETE a P.T. It ,.t,-2 x WALL STUD 1® " 'AR®RAIL SECTIONS S r AIR S C110N - AT SLAB STAIR SECTION STAIR SEC11ON - AT LANCING 7 � 1 �•� 1 1/2" • I'-®" �■ COORDINATE RISE 4 REIN DIM. W/ FINISH REQUIREMENTS 1 1/2" • 1'-m" �•� COORDINATE RISE ! RUN DIPS, W/ FINISH REQUIREMENTS 1 1/2" I'-m" \11�-i COORDINATE RISE r RUN DIM. W/ FINISH REQUIREMENTS 2) 10d RING SHANK 10d RING SWANK NAILS Wd RING SHANK NAILS NAILS • b" OZ. • b" O.C. • b" OZ. TJI AND PLY`W0OD FLOOR--\ TJI AND . YWOOD FL 10d RING SHANK NAILS BLOCKING 15ETUEEtiI SYSTEM \ SYSTEM • b" O.C. EACH JOIST - TOP AND TJI AND PLYWOOD FLOOR \ TJI !'LOCKING / 15OTT. SYSTEM , -- TJI BLOCKING - TYP. K _ - -(2) !bd FROM BLOCKING -- - i NEW WALL CONSTRUCTION TIM15ERSTRAAND RIM TO TOP M'S - TY191. ; BOARD L ----(2) LAYERS I/2" -I/7"• WEDGE ANCHORS AT PLYWOOD. GLUE AND 2) Ibd - TYP. (2) Ibd FROM JOIST TO (E) CMIJ. WALL r 61-01, O,C. - MIN. SCREW TOGETHER d �_TOI1° IC'S - TYPE. ' - RlMBOARG • SIM. � EXISTING SLAB - Ibd FROM JOIST TO TOP � IP'S, EACH 3;t�E - TYP. - — NEW WALL CONSTRUCTION \ rad RING SHANK �lAIL9 BEAM • SIM. ` (4) Ibd NAILS PER BLOCK AND J r • b" O.G. - AT TOP° NEW WALL GONSTRUGTICTJ AND BOTT. BLOCKS. BEAM • SIM. I" AIR SPADE - PROVIDE DRAFT STOPS (MINI WOOL. OR APPROVED EQUAL. NOTED AND 10' 0.C. - VERT, A F BdARD RT RA[3KJ�3 &TrPK,AL, F*! BOAM BETWEEN NEW WALL CONSTRUCTION AND (E) CM.U. I _---- ----- --- ' PROJECT: SEE 10/5.1 FOR GUARDRAIL IW-C*"ATION. NEW WALL CO NSTS UCTIOd TENANT i i IMPROVEMENTSI I 11 TYPICAL WALL TO SLAB CONN. _ g FRAMING SECTIONS � FRAMING SECTION 2 FRAMING SECTION FOR . .� i I�1, • ,,-011 1 1/1" . 1'-m" 1 1/2" • 1'-m" 1 11�" ■ 1'-0" DANCE STUDIO .. ■ XXX COMMERCIAL STREET NEW WALL CONSTRUCTION I I" AIR SPACE - TYP. TIGARD, OR 97223 CE) CM.U. WALL I MI1 IA - I6cl NAILS • 4" O.C. - ST46GEREv. " �/� SLB LS' AT VIDE AAND;NG COLUMNS, 10d RING SHANK NAILS Ibd • 4" O.C. kad INtWv SNAAW NAILS NEW WOOD FLOOR 0 PROVIDE SIMP90N CS C:OLUMN ,r bll 0� oo, BASES AND CC COLUMN CAPS • b" O.C. �/ • (2) I�1 RING SHANK NAILS • b" OC. \ NEW WO 5---- TJI AND PLYWC)OC% f� ' (2) Ibd - TYP. F; 00F2 SYSTF?"} TJI AND PLYWOOD FL (E) SLAB I� nn ,-TJI BLOC16lNt�r -- - ------- - ----_--- L� f • _- -'POST IN NEW WALL ---------- - -- - ^ ' CONSTRUCTION 1 1/4" TIMBERS T RAND --- _ _` �./-(2) Ibd IN EA, 811E I OF JOIST ------- (2) 16d IN EA. SIDE OF JOIST 1/ � rrtlM BOARD - TYP. 1/24 AA. • b'-0m OL. 1/2"♦ A.B.. • b'-O" OL. - - - --- ------- DRAM' STO � -- RECIMED IN It - ef1- - -' REC N6SED IN It - " I gate: b-25—O6 (E) BLAB (2) '4 CONT. � (2) 04 CONT.-�� � i v P.T. b x b SILL. RIF' IF -P.T. 4 x 6 BILL. RIP IF L J - x IP) SILL. RIP IF SClll?: 1 ' REQUIRED. HANGER- LBV TOP FLANGE-1REQUIRED. PROVIDE HAMCsER �\ 300 FELT PAPER Drawn by, JCA CONTINUOUS FOOTING - CONTINUOUS FOOTING BETWEEN SILL AND 1E) Checked by, PK ADJUST FOOTING DEPTH .a, s ADJUST FOOTI U DEPTH (E) SLAB \ CONCRETE Job No.: 06-0313 ,� !1/1 FOR 1INCONS16TENC:IES Drowin No.: UTl_S 9 ( ) SLAB !I/.t FOR IIJCi7N819TENGIES lE) BLAI,3 � REFER TO SCHEDULES � IN (E) SLAB. M (E) SLAB. I/,t"• ALL-THREAD I� ON SHEET 2* FOOTING ANDSIMPSON 11 " EPDX REIhPOIECINY in ffk ..__ -. -_- -_ - - INFORMATION _(E)FOUNDATION 110 01 SCE PLANS 4 • v-vl, O.G. 10 --+4 • ri'-rA O.C. 01 GROUTED INTO (E) GROUTED INTO (E) SLAB W/ lIM11060 N "W" � rA 81MP60N "SET" CONTRACTOR TO VERIFY/C0C?Rp1NATE TOP OF NEW EPDXY. ALTERNATE tt XY ALTERNATE FIN16P FLOOR W/ TOP OF NEW WOOD FLOOR. SYSTEM DETALS AY. OV'�R (E) SLAB. r. SHEET I 12 TYPICAL ��0O111VG F00111NG SE+ TION �; FOOTINO SECTIQN FOOTING SECTION i a . µ Q5--v I I " • I'-�" �Av I I/1" • i'-IV ,,, & 1 1/2" • I'-D" �• f 1 1/2" • 1'-m" R , wr .r , #1!f '' I ''S`J,, Y•'Y Yv'�;1:- .. V;�l i':. yS\ �.�-.AI ��..... :�,ll ( i I,,• 5'. x �r t q s h a g , v I�y , • ' is • >N , , 0 • i S:y19r.: R s ki Lj r�r �sr d•y -h� �Y;. t } 5 '.. + � 1 e f � „ -•:'. ....+..w.ru.ar rrr.rYf•N1rrrir+ri.-.ru.wru..i,......Jw...r.».- .. • ti+iYJJMW9iWMMMd.wN"sem.""r.+a,+- rY . iY.:ir Y•IIIW «•...«.r... -i..yQw...... ,....., ........{r•n.a 4c.w.r6u+w.......r.rr. .. __ �e...,..e-.+,,.._..:..M...._ CONT. METAL COPING V HEMMED EDGES 9025 S.W. Center St. - Tigard, Oregon 91223 BEVIELED CEDAR W/ Phone: 5503 620-2086 i ADHERED MEMBRANE Fax: X503; 684-3636 BELOW COPING. FACE OF (E) /-11IBBED METAL PANEL 6TRUCTIIP2 MATCH EXISTING STYLE AND COLOR-1D PROf ,�` 1 � COMT. PT 2 x 4. W/ (2) a dPTO EACH POST All 1 ON. K� .; 4 x 4 PC78T • 8'-m' O.C. W/ SIMPSON C1544 AT CONT, FOOTING. 1 , 1 i 2 x b • 16" O.C. PT 2 x b LEDGER W/ ' -- STAGGERED 1/211♦ CONCRETE ANCHORS • ' 4'-0" OG. 1 --PT OR OUTDOOR DECKING I 1 PT2x4 . 16" O.C. x � x 3 x r _ 1 Y• _...,. _ /-PT 2 x 4 "4HEVRON" � \ 1 ('•rM . II-OII R I I/�" • I'-®" DIAC90NAL BRACES• i I 1/2" . I'-V" \�• �• 5ETWEEN EACH PORT. •-(2) 1/2"0 AD. BETWEEN EAC-W POST. P.T. 4 x b SILL. /-(E) CONCRETE / FOJNDATION / T,O. CEJ A.G. ` CONT. FOOTING W/ 12x4 I CONT. ALIGN TOM OF WALKWAY W/ NEW DOOR OPENING AT BALLROOM "B". RAMP WILL SLOPE FROM FLOOR LEVEL OF BALLROOM "B" TO RETAINING WALL NEAR NEW r= ENTRANCE. RAMP TO SLOPE A MAX. OF WHEN WALKLUAY C(INCLUDES AT (EJ RETAINING U)/.-L USE SAME LEDGER AND (3) CONCRETE 4NCHORS AS NOTED ABOVE. MAXIMUM SLOPE AND Ria+E OF RAMP • I UNIT - - PROJECT: VERTICAL IN 12 UNITS HORIZONTAL (833% SLOPE). TENANT thAPROVENIENTS X x x EAIMFNOR WALKWAY FOR 11/2" . I..011 5 I I I!1" 1+-d"5 r. + � - _ _w11/2" I I -m M 1 11 Irl" . I'-49" � . • DANCE STUDIO XXX COMMERCIAL STREET TIGARD, OR 97223 SUBMITTALS: _ _ 5 -411 CAP BLOCK. PAINT TO C:N ACCENT STRIPE OF 3 x 3 x 3/16 STEEL TUBE MAT / BUILDING. �-- W/ 6 x & x 16 CM BLOCK 0 _r_ ---- —�---- GIrJUTED SOLID ;p 3/4" x 1/0" SQ. STEEL TUDE -03 DAR WORM r 4 BARS VERT. w COWERS AND S2" O.C. C4 BARS INTO SLAB Dote: 8-25-05 _-- --- Scale: 1 1/2"=1'-0" ,,-(E) lEJ Ate. Drown by JDA 12 --(4) 3/4" x 18" LONG ALLTI-IREAG' DRIVEN (;hacked by. PK .. . _ _ INTO GROUND Job No.: 05-0313 -" Browing No.: DTLS PRC�VID! DRAINA1GE 4" MIN THICK CONCRETE TYP. I(,!^^ x IO" x 3/I6" STEEL IC W/ l4) 13/16'' ♦ NOLEB TRC I AND WEEP' POLE "LEVEL1140" SLAB � ------_ ___._ AT LOAR (E)GRADE / -- AIDE CP PLANTSR I N (E) A.C. PAVEMENT NOTM _._.. "SEAL" INSIDE OF PLANTER VERIFY TY"PR OF TIME W/ QUALIFIED I'�101'EWONAL AND/OR CITY OF TOARD PRIME AND PAINT 7 DETALS AIMORIST. BIKE RACKTO MATCH -----— - PAINT TO MATCH BUILDM3 BUILOING. SHEET 1f ,X $ X 5 PLOCK PLAN'T'ER __......_.... .. �`� TYPICAL t K 5 • 2 1112N 1 IRN a 3/41I1-DA 7770 Al • uwdMMMUM�fs�lll�lr ••w•r'* *"Poo - "W y r u TIP. d r��1�� q•:7 �e�C ' ��: : Ii w yr,c 4 ' „t 5 Il�� +r,i Ly .._moo.• .,, .. .. ,. .. . ., • i. " r C i i k a +J