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15205 SW 74TH AVENUE-3 rdS� i• F k' k.. s.x. SENT BY: NICOLI ENGINEERING, INC. ; 503 684 3636; OCT-23-02 0:03AM; PAGE 2/3 OELETE DOOR /WD MFM WALL t , HOWE REST ROOM MUM 614K MEN'S woatm* APPROVED _ i �tRi'rt 7;V�� �int .•�i. ' , PARTIAL RES(ROOM FLOOR PLAN REVISION NCerrH r F� FLOOR PLAN f REFER TO Af'P'R01vp P'emmiT oocu 1ENT. swEET 2.1 I w•1 -O" FOR REMAMMG M*opo'1ATI014 l , PMCT. M R 51GN Gat"IPANY g UIL ING _ DAIS: 1v-1 A B No. m. PREPARED BY: JDA cm NO.: 12 w s:cow sc - tit amp nal OMYRACTM SILCO CONST&CTION 74th Avg.1520S 8UP2002-00107 1 of 37 tlll�pl:^ NrA11�I11M1N+�IWw?dwlriryy�,r M�' - J f __ � :ry,...Fsnw.�n...:. ►48M�MIr r.�;,..,,r., y � LEO�LfTY iTl � I � tt t 11tf lI + � � , l � ,t _ t^ T1lj , „n�„u nnl,ntI ntl,nt ut t tai,,, ,t„�u„ 10 11 1� 13 14 1e �� 1d 1 tO I 22 2I� �4 25 29 27 26 2I9 30 • 2w r i� �.,q�v�tili int f•y �, .�;4.: , ,}• •. .. del:.• '� -•. :.:. ty f{ ifff '• `aI x 'I •A,� • by �I. • • • • • • • . • III] II. IN ICO I • • .•• • • ••• _ 1. I •;• •;• •• •• 9025 S.W. Center St. — Tigard, Oregon 91223 Phone: 503 620-2086 Fax: 503 684-3636 s DVA� 1: LL,—� P a \`f7— ra F :1............... D I �Ep�Ep P R��F I GINE�ri Q Q Q O 16,5 7 � C� �►'18,X99 \QN�K ABBREVIATIONS BUILDING INFORMATION PROJECT INFORMATION TABLE OF CONTENTS SDR' 19,39-00013 SIT+2001-00026 ADJ. ADJACENT MECH. MECHANICAL _ ! AFF. ABOVE FINISH FLOOR MM / MN. MINIMUM owma ALT. ALTERNATE MIBC. MISCELLANEOUS BUILDING CODE: 1991 U.B.C. W/ OREGON AMENDMENTS DENNY MEYER NICOLI ENGINEERING, INC. CS GENERAL INFORMATION ALLUM ALUMINUM MNT. MOUNT. / MOUNTED 7340 SIU LANDMARK LANE W25 $At CENTER 8T. BUILDING FOOT PRINT: 14�"- 8P. CS COVER SHEET APPROX. AP'P'ROXIMATE MTU. METAL TIGARD, OREGON! 97??4 TIGARD, OREGON 97??3 ARCH. ARCHITECT N.I.G. NOT IN CONTRACT TOTAL AREA: - 19,526 OF. ($03)620-2006 0,0 NOTES AND CODE REVIEW GD. BOARD NO. NUMBER . BLDG. BUILDING NOGOVT 4CT : JAMES D. ANDREWS M. NOMINAL • let FLOOR MANUR t 0.1 NOTES 4 SPECIFICATIONS CA. CLEAR ANODIZED IbF.S. NEAR SIDE AND FAR SIDE WAREHOUSE: 9,139 SF. 0.2 NOTES t SPECIFICATIONS N.T.S. NOT TO SCALE 16t FLOOR OFFICES:-4061 Sr-.. � eNr `/! 1MA� 03 CODE SHEET REVISIONS. O.C. ON CENTER • 2ND FLR. STORAGE:-4,06! SF. CEM. CEMENT OD. OUTSIDE DIAMETER • 1.0 SITE INFORMATION CER CERAMIC OPP. OPPOSITE ADDRESS: 5205 9W 14 th AVE. - � - — 2-5-02 BID PACKAGE CJ. CONTROL .'OINT T.T. PRESSURE TREATED 1.1 SITE I-L-+N Tlgerd, Dragon CLC. CEILING T.L. / PLAM PLASTIC LAMINATE CONSTRUCTION TYPE: V-N 3-18-02 PEF;f•11? 5iJ8MIT1•4L C.M.U. CC7NCRETE MASONRY UNIT PCC PATTERNED COLORED CONCRETE CURRENT ZONING: IP PLANNED INOUSTRIAL- 2.0 BUILDING PLANS COL. COLUMN PLYWD. PLYWOOD OCCUPANCY: B t F-2, 8-1 /�2j 6-12-092 PERMIT REVIEW CONC. CONCRETE PNT. / P.T. PAINT CURREWT USE: VACANT LOT / STORAGE 2.1 FLOOR PLAN CONT. CONTINUOUS PhD. PENCIL SHARPENER BOARD CONSTRUCTION: CONCRE rE FLOOR 2.2 2ND FLOOR PLAN / CORR. CORRIDOR O.T. GIUARRY TILE PRE-ENGINEERED I�TEEL BUILDING PROPOSED USE: OFFICE WAREkt JSE MANUF 23 FOUNDATION PLAN C.T. CEF"MIC 'PILE RAD. RADIUS 2.4 FRAMING / SHEAR WALL PLAN DET. DETAIL REI IG. REFRIGERATOR WOOD FRAMED C r-+:ICE WALLS t 8€'4GE FOR MEYER SIGNS 25 REFLECTED CEILING / LIGHTING 4 ELECTRICAL PLAN DIA. DIAMETER lRD.L ROOF DRAIN LEADER FLOOR JOISTS • LEGAL DESCRIPTION: TAX MAP: ?81113BH 2b STAIR 4 TOILET PLANS mDOWN FEINF REINFORCEMENT 2.1 RECEPTION PLAN OW DAHWA6WER REGID. REQUIRED TAX LOT: 600 Db. DOWN SPOUT FEB. RE61LIE4T 2B FLOOR FINISH PLAN DWG. DRAWING R.E1W. RECESSED ELEC. UNIT HEATEF, DESIGN CRITERIA L.7 ,IA SITE AREA: Z77 AC. EA. EACH RM. ROOM _ 3.0 ELEVATIONS E.IFb. EXTERIOR INSULATION R.O. ROUGH OPENING PROJECT 5OLNOARY: 64,395 S.F. AND FINISH SYSTEM SG SEALED CONCRETE 3.1 NORTH 4 SOUTH ELEVATIONS PRE-CONSTRUCTION E.J. EXPAN61ON JOINT SSC. SOLID GORE G AREA: 14�•"''',,:v 3F.SOIL BEARING PRESSURE:-1500 pa.F. BUILDN3.2 EAST t WEST ELEVATIONS CONFEREN UIRED ELEC. ELECTRICITY OR ELECTRICAL SF. 6MARE FEET ELEv. ELEVATOR SGC SMOOTH COLORED COWRETE ASPHALT PAVING: 25,W9 3F CONTACT AT E. ECaIJAL SWT. SHEET BASIC WIND EPEE>: 80 MPH 4D SECTIONS EXPOSURE C LANDSCAPING ?4,436 SF. oes ��EXIST. EXISTING OT. STAIN OJECT: EXP. EXPANSION SIM. SIMILAR SEISMIC ZONE: 3 r 4.1 BUILDING SECTIONS E.U.W. ELECTRIC UNIT HEATER STD. STANDARD PAIR�C.NG: 30 Torg_ NEW BUILDING EXT. EXTERIOR STG. STAGGER 5D DETAILS FD. FLOOR DRAIN 6%. STEEL SEC01'.0 FLOOR DL 15 pe.f. STORAGE LOAD■ 250 p•.f. CITY OF TIGARD 4- F.E.C. FIRE EXTINGUISHER CAMNET STOR• STORAGE STORAGE 5.1 BUILD!?'3 DETAILS Approved............................_. . .... .... MEYER SIGN CO. F.H.C. FIRE HOSE CABINET STRUGT. STRUCTURE r p PROJECT DESCRIPTI®N 5? BUILDING DETAILS Fononion•11yApproved......... .. _ . ...... i ): FN. FNISH SUSP• SUE,pENpEp ��'- DL 15 , a.f, LL ■ 25 s.f. + DRIFTING SNOW For only the as d scribed m UNIT HrATERS ■ 400 iba. EA. 53 BUILDING DETAILS PERMIT NO. Ot-CD/0�_^ 15205 SW 74 th AVE. See L r to,Fo ow..... .. .._ .... ... .......( ); fiLR. FLOOR SYNTH. SYNTHETIC w�uRE SPRINKLER LOAD■ 5 p.s.f. Hach ' ' •• Tigard, Oregon P.O.B. FACE OF BRICK TDb. TOP OF STEEL •,• , •.• ., FA.S. FACE OF STUD TEL. TELEPHONE ROOF TOP HVAC UNIT■ 1,600 [be. Job dd S� P.OhINJItT. FIRE OF STUD TREATED THTC THICKNESS MEYER SIGN COMPANY PRODUCES AND INSTALLS BUSINE68 AND INSTITUTION::�L J GALV. GALVANIZED TYP. TYPICAL SIGNAGE, BOTH FREE STANDING ANTS SURFACE MOUNTED. THE FACILITY CONSIST VICINITY MAP y -""' Dale: � GYP. GYPSUM UA ! U.N.O. UNLE'�8 OTHERWISE NOTED DEFERRED PERMITS of OFFICE, WAREHOUSE, MANUFACTURING AND ASSEMBLY OPERATIONS. CLIENT: _ MbT. HEIGHT UTIL. UTILITY THE OFFICE AREA PROVIDES THE USUAL ADMINISTRATIVE FUNCTIONS ALONG MORIZ. HORIZONTAL V.G.T. VINYL COMPOSITION TILE W/ A GRAPHICS DEPARTMENT FOR SIGNAGE DESIGN. DENNEY MEYER MR MDU!@ VERT. VERTICAL MANUFACTURED BUILDING SHOP DRAWINGS. ID. INSIDE DIAMETER V111.C. VINYL WALL COVERING THE COLUMN / PORTAL FRAME COLUMNS HAVE BEEN DESIGNED / CALCULATED ABOVE THE OFFICE AREA 18 A 2nd FLOOR STORAGE AREA FOR THE STORAGE OF INSUL• INSULATION WC. WATER CLOSET FROM COLUMN REACTIONS PROVIDED BY T14E BUILDING MANUFACTURER SMALLER / LIGHTER PRODUCTS UP)ED IN THETIGARD MANUFACTURING / ASSEMBLY 7340 SW LANDMARK LANE T• JOIST WD. WOOD PROCESSES, THE FLOOR SYSTEM IS DESIGN FOR A HEAVY STORAGE LOAD. JT, JOINT W.P. WATER PROOFING TIGARD, OREGON 97224 LAM. LAMINATE WT. WEIGHT ELECTRICAL THE REMAINING PORTION OF tNE BUILDING 18 DELEGATED FOR MANUFAGTURINra MD. MASONRY OPENING WWF. WELDED (""AE FABRIC HVAC _ BONITA ROAD MACH. MACMNE W/ WITH AND WAREHOUSING OF PRE ASSEMBLED AND PARTS FOft ASSEMBLING THE SIGNS. MAX MAXIMUM W/O WITHOUT THE EXACT LOCATION / AREA CF THE WAREHOUSE / MANUFACTURING AREA 18 NOT XTG. EXISTING PLUMBING PRECISELY DESIGNATED AND DILL FLUCTUATE AS JOBS DIGTAIE. $ THE MANUFACTURING AREA WILL INCLUDE SOME ASSEMBLY AND MANUFACTURING r r OF THE SIGNS. MANUFACTURNG WILL INCLUDE FABRICATION OF THE SIGN FRAMES. SOME MINIMAL WEL.JING IS REQUIRED AND WILL BE PERFO�iED OUTSIDEfda) d) Date: 01/03/02 UNDER THE COVEIRED AREA L'JCATED AT THE WEST END OF THE BUILDING. Scale: - THE OWNER WILL Bt INSTALL:irks A PANT BOOTH IN THE FUTURE AND WILL SYMIM OBTAIN NECE88ARY PE10••IIT8 AND APPROVALS. Drawn by DJL Checked by. JDA TESTING AND INSPEC11ONS DURHAM ROAD LL : Og Drawing No.: COVER ~DETAIL / DRAWING NUMBER T FOLLOWING SPECIAL INSPECTIONS ARE IIEEaJIKED IN ACGOr4VANCE WITH CHAPTER M OF THE 1996 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE Q ETAIL / DRAWING NAME SHOP WELDING OF EMBEDDED ITEMS / TUBE STEEL COLUMNS / FIELD WELDING (IF R1=GIUIRED) `Lmo TION CONCRETE STRENGTH AND RENFORCIN►s PLACEMENT r COMPACTION REPORT8 AT BUILDING FOOTING@, SLAB, AND DRIVE AISLES I/1" I'-D" DURHAM LIMITS OF EXISTING FILL DURING GRADING CONTACT (NiCOLI ENIGINEERING) TESTING OF BOLTED CONrECTIuNB OF PRE-ENGINEERED P''E'f AL BUILDING. ICX+ b SPECIAL NSPECTIONS SMALL Oa PElQC21!'--- BY "GARLSON TESTNG, INC." • PMONE NO. eon-�s4-moo OR OTHER APPWMM AGENCY. COVER SHEET -- 1111111POM 8"U IE oUOMITTED TO ENGINEER , CITY OF TOARD. BUILDING PERMIT SUBMITTAL SHEET SHEEt h4A'I " 74111 Ave 1520S .- C s 2 o1 UP2002-00107 t 37 wl►.Iw•sR.fr!+- ••+nwAAylfa —__,. - _.._...__.—....-.- .. . ......._ __._..__. .. .... ..... ..._.. - «... i :�2 ,f ,.^ , x �'y; Eh �}},y�Fq,htr,'�i; t d` (r r"t,I��•1,`',+,.{�•+:.', ••tt.�t +•"` m< 1f•r,,;,v,41+�T�r;,+xF�„�:y+`�tt"��r= ,�`s it t s :• CIOIn�d�G.iI lI llllfI'tlU�llll11'1!II+ II{I�iill`Illi1 llli ,III I ilbll lll I IIII Ilil I III, IIII I 1111i1 Ii II 1�111110 IIIII1I 0IIIIII�1111 3IIII III1I(4 illi) I}IIIII II' 116' •19 lr Zll IrIIIII I IlI2l �i 211 11 I I23 I 24illt I II2II 5IIII I IU2I 6UI�►It2I,I IIIII2I II 8InI i�2�i(9IIII I II3IA0IIII III III ( IIIII1II1111IIii - ` -- t ts� 4T J4t 1 Z Nl „ A S R 1 't" C 7412 _. 24. 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POW � 'rCrAL LMMWFU cis 4%9SIMCTUM : 14 U3.4NOT toBED SHE" '+In ars. raa w • 1 T" t.• Lx t Fr A t � t - 's b . , ?.. fir • P� ' •'r ,;sfi,'4r lkirq,.n... ,� I Jy• y. . ': /...-C`i Y -.f,..,. �1.'..4" . .' .-' - -'' ...-rm.,w..-or..r�.......ro.a,w�'.f..L..+yr+...rrr.:n..,..o,,...,. .�,.. __. ,li;,,,. t }4..:1.. hd 'f.. Nf.,; .;:• ,. ! "e ;.,+1)1 I ii�I1 1 1l1) IiII IIIi IIII tiI :.;, ,,-.. ,� .. :� �.;� �r .,1 ,.�, , ,.:. 4 . ,. . ;: •. . .,: w ,... � cm N i I JI ! I 1 I I I nu nn!n�1I nII I nu nII I uFl1 InI I nu I I I u�ry10 10s1ee Q 14 �liuI(d Inn'11uE Iiu I III► Ian i Iu� Iui I un IIII I I,II "�I nl�,I n I IIu InI IIIII(IIII InI (O I! ur iI II IIII ! I+b. L1luIIIL,U IIinI) 4 � ,•1�' w I 1'r v,yn•,»rr•• 23 24 >:a a z� � zn 30 wop yyt�'� •1 i ' 11 '14% f 4 r { �t t E: , 11yy ! f y1„� 1R f.yF pw7 +H4x4M �t ,r 4 ,;';,. 1 •ow% r��U c, If C: J, DIVISION (p - CONT. WOOD AND FRS MZQM DIVISION S - CONT. METALS DIVISION 8 DOORS AND WINDOWS r)1y 1 S 1 ON 4': CONVEY 11.1 SYSTEMS i%Ll c o F. 1 FRArtFG : GIrTT Re aVt7 OouN sPouTb= OV5166EAP DOCARt- ROOF: S`'s'�R"I t-t •..:,r. A R,A)5E2✓ R w°1fC 6Y6TEr_ ROOF • ERL NS, AIS XRA-TS 6"A,,. BE DE'a<3f4= " 'JL.P•DOR' OF 01vER$1_`E:� Oltoo`E EAD DC ORS 54.ALL 15E P45ULATF--D AND w4VE REF% ACEAAL F PANELS. DOORS, FUTURE 6PIRW4LER Ov 15-E*" AND Jail r"EATER6 4.NG DC7`" ROOF S`11LC`JW L TOP PLATE 1.7E ALL 6TLO WALL$ 6"A" BE 2 PIECES TWE &AME SIZE AS, STUDS_ L ALI. CAMER6• CONDUCTORS AND DOWN SPOUTS 6WALL 15E RED CO-ORED. SAL.D+NG ERE-PQ C.00RPNATE uY GENERA- CONTRACTJR -�_ ROOF �!rE-RA-ON �I.L{ S.'N "er'?! - -;�r: .fw y'LZZ 6PL`C.ES TO LAP 4'-4VN'�1MT1M AiND BE NAILED W rW (12) 160 N•f�l/'1<M EAG►+ SIDE (COLOR GWALL MATG, 4 COLOR 6AMPLE PRO'ViDIM BY VtG-WEST FETAL LOCA-IONS, � IREa�'b " OTI.ER StrD6 '"LjM NG AND -•V.CG,. E!QEC-ON OF JOiNrr. PIRODUCTS:. Dl30RS 'E ARE 'O BE ECUP' D W/ POWER OPENERS, w"C.4'4 ARE TO BE CtlNTRACTOR .5►-%�-- W4A, RoyL�' &ODWL- 4._ ROOF .ACK5 AS REJ;L QE= LOCATED AT TtiE INTER!!y'R OF TIE ButLD/NY�. ADJALCBrT TO TLE DOOR, �Ii.4�l•S-. C;f'F'ER '0 % ""'aNLFAGTURER D►�P 6-EEL l51.�L:NG �@"�.G'3 ' =-PD•°'R."/1r:. E' 1�. -�':!'� -�'_�'C 2. DOLT ,►;OLE6 N WOOD 6aA&l BE 132" TO V16' "JI11I'aER Tt-•AP4 TIE NOMNAL DOLT LGL TTE" 34A" DE SECURELY FAVE ED TO WALL AND &4ALL DIAI"ETER ALL DOLTS, 6'MLL "AVE STANDA1QD CUT W46wER :NDER WAD AND AAvf A "T WIINATiON CAP' AT TI-E CONNECTION TO 766 RAI A DRAK CNE OF TIE DOORr6 IN TIE Stu C 0 ET S 4... BE A CANI6TER 'v TO 6rrLE: NOR.-CLAD RJIRR = `AhE.-5 ".6 5AojGE Z NC.A%_.d"E NBlT JPLES@l NOTED OrER1)16E ALLOW FOR OPFI06tvCa DOOR CLEARANCE. COLOR: 4.664- GRA- 3. �DRO��Df Zx SOLID DLOCK7MCs DE"�-ENI JOI STS AND RAF*ERS AT AL- S1yPPORTB. 3ALL MATERIAL S�1ALL DE d MINI OW OF 26 GiAUGiE AND COWD61CN r_O 11>E61STAPR I►FR '2 � �FA "" �^''t�RER: D.�P 3TEE` 8►...D*G •�OG�,.G'S OR �C =01.:.. BLOCKING 5.1A-L BE ONE PIECE AND '>'-E �- D� OF TE ,;01ST OR RAFTER DIVISION 9 FINISHES 6r'' : >xX QIBeEt✓ oAlrEls �6 -�:.,�.� :oLC�R �.._� GRE01% 4- ALS 30L-g So-"L_ 5E >aE-`Cs►+TENvED "'4t0!R 'O '"E APPS Ca"ON OF 5►EA'► VCO. METAL SOFFITS, 1R'A+ AGGEQ E& REF£R 'O :.00Lf"!ETv'S FOR 6^ 3 :.': .I'NZS 4%% ••LAS`ER. !'C. I.. SCOPE. `>~E PRCi I1DE 1�FOR'1A"Ut :'�E'G_6 "t.4- SE :�c.�,R' " �_ C'zD •r.\: S. ALL WOOD BEARiiNG R "" ON C040MM'E OA6CW- 644.ALL DE -RES&AIE -REATED GYi•61A'1 DCA�7_ AP•DROvED BY T616 OFF1CF_ D<XGLAS 104ROVOE ALS FASTEINERB, TRITE PIECES E-C. RECLJWD " A , 001�: GQ'IPL.F"E !x'RD.EGT. - 6.6�cT.,Ra_ -t�cE s•.A�_ 40" 15E �.` p'+PfS E-c. J1VL.E66 6�c!F'C.a_._,' � ALL WORK 86-ii4LL DEPgR�o+e-� PSR ' Rs:caPt�rDED 6rEel�eAr�r�s FOR DIVISION 1 5 MECHANICAL HT DETAILEC ' COORD NATE OFENW436 FOR LIGFIXTJIaRES WTI+ EL:FC MCAL T1166 AP"-ICA►TIQNI 4 FINI154R•G OF G''PSL2"1 50AND" PUDLISED BY TW GYP611't CONTRACTOR PAC1/+DE ADEaAATE 6t,ADPOW AT PANEL EN 06 AT A660CIATICK LATEST ADDrrIOK { 7. CRO66 BR:DOONG SHALL BE "MOV'1DED AT &AV O/C '"1AXMJI"`o FOR ALL JOISTS PrX"URE LOCATIONS. AND W AF-ER6 MORE T64414 e' -'SEEP. ' 2. MATERIAL: - 2. MATERIAL: S 81,: BIDDER8L- FrLYILL6 S"AL_ BE C PT"ION ONLY, ALL OT►ER NAILS 5kAL_L 95E 5/8" GYPSUMo! IBGARD • ALL 11" OR =ARTiT1ON WAILS .AC "L6 GO"t'SON OR GAL.VAMZED BOX NAJLWG 664ALL BE PER G►44PTER Z5 OF TI-e • PROVIDE SOFFIT PANELS `1AKFAC't­4WD B'- VC-.;LEST METAL PRODUCTS, WG SUSPE.%CE= SAS ='R_== Jr:" S AND 'ROOF 'OF' J.'5 ►.o= N :.00.�S •:Am LN11FOR'1 B�LDWG CtX7E. Ca/l": 24 5/9" GYPSJ" BOARD • ALL !�ITMOR C E'L4'1h8 FOR CsE%4ERA._ RE RENCE CJNL'y. •MVAC CCNU RAC-OR S-ASvtF- *41-M" OP COLOQ_ RED ANC _OCa'Jh OF .N:-s AS REGLtRED 'o "'EEC."OE REO..QE*�s A.\-- 4& ALL 6TRSC"JRAL L61`1 ER 6"L 15'E DOUGLAS FM OF T1'r: FOLLO-41`461 GRADES AE) NO-E= 'N -•E°SE -.-CCL'EY'S. `� G N`r• CONFCIL7i'tWCs TO TIE STA YARD GRADWs RILES FOR UE6' CORS- L.715M • PANELS -94"1L 4aAVE A PROIRLE TW;C)0&66 OF I WCW AND Q OR 24 1140.66 r NO. 16 U4NIL.E66 NOTED O'1'+�SE: ADE- 3. FMtSb1: GAS c RE_^. ••E1.`EitS N 5�..�NG ARE �+C'�^.. ON 5••E_c' :� Q� -_^Om � •n RAFTERB. JOIST6, PLATIE6 NO. 2 Jr 'S 546_ r ON 5-EE-5 3.' 4ND 3;. BEAMS AND 6T"p4GERS-- NO_ ' ' AL. FASTIE ERS, 6"-L MATCW PAWL COLOR GYFStJ'i BOARD S ALL kAVE A LEVEL 3. r'.li0 COAT ADPLICAT'ON PER -e POO 6 AND i IBIER6- NO. ! 'REGI' ENDED LEVELS FOR M16NWG OF Cs*v 3UJ"rt BOARD' PLBL;&-4M 5- 60 -NG ='` ._4JR T T wEa'NvG =OR :..atm-�..=�c 5--a�_ 5E �,'v'^.E :3 tiECESBtt�' 'o ~•a,N'A ti CW 2 x 4 JOS' AND R."r'E NO. 2 T11E NO IIXI ST --ALL A CEILING SAL. 61L+DS, BLOC;IK71G 5'RIm"'N a-- S�. 5iR.4DE_ 4, , �.WOOD STI.Ob f IA" ►vOTGNEt2 TO A DEP"'►+ OF 2S�t of ;VID�4» "!A)eIf'><,1''. EXC.EP' PRov'D� !`ED;LM ORAWIE PEEL SPRA'' r-NIS" AT ALL G"�3UJ"' BOARD SURFACES. CQr"R.�.�'OR 5-»A__ 5t E5r"ovr5 5t =OR CgZCvi rCs =.._ '- *r*ERIOR vOl .:R1 , STDs u�++a• MAY IRE NOT04M Tc 40% OF 'SAD:. "AXmAJ"`. DIVISION I THERMAL -4 MOISTURE PROTECTIONFICL �CNG �--^E-- 5� _ �.�.E�s :s ��ssaR -o sEo..t� 4. '�I�PETDED GE!L!N1fs: iL 6TLaS MAY BE 5OREZ7 'O 4C% OF UVTI4 ,"AX. EXCEPT' ANTERIOR*NOI'-VjEARJ1NG 54EET 25 i 1.b "I CZLSIG 'N "A`ON *'IAFQE '�`4--�' ?r OF :-•-- '='''S ` COr''p'� G.'.OR'�:� ..►� •'�__ 6T:4D6 MAY LE BORED TO 60% MAX WRN EAC W BCVMD STUD 16 DGaLED GENERAL: PROVIDE SEISMIC BRAI:NG JM ETA`_S FOR APoVA.-. DE54k CALCL"T'046 CODES OR REr :.'C3,%S 5E' =OR-_ 5` 5'a'E !.%C '=•OR:'=_5. WTW NO'• `41OgE T'-4,AN '•,-NO QED STUDS. 61'i.4LL BE PREPARED •sEA�E*J 5� REG 5'E'RED ENCsANEER a E-�_ T1E uARE SAE / MAPiFATURM PORITON OF TWE BUILDING SQL ME DATED . V7'�.'S •�C.OG., RECL RE= �G- � -RA-E -E q4F r1. *% \C SA6E S►•+.t�._ "--E EDGE OF A BORED _OLE BE NEARER n4AN 5/8' TO TE PROVIDE 'SOtlm tSOLATIC71v NrANCaERS' A` ALS � L tvG 51J°�'04' 4�D SLACK S••A,� "'a':» RC)C� :G`�� x'Q^,I':iE 5►�' DRAr..ltvC� 4N, DE'G.-3 OF �_ EDGE OF `:E1`fD FOR �EZE PRC-ECTION ONLY (SECTION 5312, EC 0vrJON 1). umms. =S%oE- A-NG --E ROOF " AP cmPm VAS,. COORC%%A-E .I- ROOM NG O'4_RAC_CR CCR "�%6-A4...:.'ON. 51.2"T To APCM%0VA._ 44 ' t ,�A1iGO:DUtB a DOORS S:1ALL " EET CODE RECLP1QErENTS_ 3. AL.` -EAZER3 AND 5w ! ar.4 rGP+�he� DEm'�+ GREG"ER ' •AV ®" 5"+4LL S. FLOOR GOER!NCb --/� nr ,•-`OR �-- wSclosi,NATE WIT AND DV--_ _ C_ _ER '"WO 's: MC'-ER -R. = _5. 5 _d JL EE G)rEEIR FOR REV E-_ R¢ER TO SWEET 2,8 FOR FLOOR FIN16 ES. CONCRETE &_AB 6K4LL BE )4. ALL •EA DERS AND CEAM6 Ju - A 11.OMINA6- DSI» GREATER TIIoANI 16" S44ALL CADE'RAL: TVITED FOR APPROPRIATE MOISTURE CCJNrrEY' AS W-GLIRED B" c'NiS►; .,VAC �v R.:G'oR 5►-.� 5�.»i-"' DRh.,t*G6 Ss-o G .RNA:-- -GA-ER "vE TSE 13) -A wBB °;.,^ MATERIAL SLFMILiER AS NECE66ARY FOR WARRANr- CWOVSIONS_ FF REC URED - PR01etDf. CNE - PEW vAPDOR RETARDED ON Ti.E WARM 1 SIDE (Iii WINTER) OF ALL _oC•4'ON5 `C. =__5 ='x-..iR>s " Aq._. G'.RERb ANMD :AT•>`aG `J.r'a.�� EX'ERlOR t114L .5- r'aOi6T'� C.ONTENfT CANFKr' BE 4G>-�l£D, C.Oh"R,4G'OR 5+-er4L� T6't..�. AP�G�FJ ° '._ _^ �s`��R =G'�4 -::�V�. 5EAL_ER RqE BLOOCY,,` ALL. PeETR,tL-Z S N; ne SU LOMG ENVELOPE ARE TO BE SEALED AND U04DOWS FOR APPiiQ RAL ANSA-=CEn �F DATA MANJ,AL- 'C Jt.IvER 4NC =NCO ZEER V= L PRCE FIRE 5`aCKNG AS REC 6 RE~ AS cOL_OIi45 4 DOOR5IE A `a Sic CAUL IK ED OR UEATE'Q-STR1*°PED adSULAT�Cir RA'RVCa: SECT ULL NOT BE C R-'F E= A•5 5.85' .N A»" C."r"�__'__ 5" -,E 2. % SPACES OF 5-LC a .L. .5 ANC 6'AR""QN3, 0.:J ER AND wG'NEER -N-'- -E :�'RaC':)R -:v :.=r.`"G*.5'R.�' -E iINCL;+O NG FURRED SPACES, AT '-E CE L'NG 0.IC FLOOR LAMED' WALLS ATvARi0U.5 5"5 .'"s ANN( EC2l."'•'E'r' 41-C "Ica*E= '-E OUJti�S c'E�Z_ LEVELS AND AT iC -04 'NrTERVA_S BOTI- vVt r'CAL AshO EXTERIOR WALLS • -3 DIVISION 10 SPE C i AL T I E S .OND --E 'SRL."ar a`c =�A-A -G vIE 5G---N '3- *4WZON T AL. _ C� 'WE :ON-RAC.' v 41-C AP�y=_= 5- =•E _1%NER 4%C 3. AT ALL ONBE 6 rUZEN VERTICAL M'EPbOR �.4MED" WALLS • R-Ii SOLID BATTS NOT USED AND WOiRIZCM'AL SPACES SUCW AS OCCUR AT SOP", 6EC4!;PD DOOR JOIST. -30 DROP CELWG6 ANO COVE CELWG6. +-FAT DUNS • -5 DIVISION 11 E GNU I PMENT PILL NG '5 -CBE 5.DOER DEs-�. 4• N OPBr1NrCi6 ARIOUiD VENTbr FatPEb, DUCTS, AND S4"'tiLAIR ' OFINWG6 W141CW AFFOiRD A PASSAGE FOR FIRE AT CEiLWG PETAL BUILDING 1UL41-Lb -t3 W/ 4 ML REiN D UA4 TE VN"IL FACE NOT 1.iv=D �VCL��=*�E�s 5E ..Ot"1a A E F R =RC v, �56=_R"��...�RE AND FLOOR LEVELS U`W NON-CCIM!"TIBLE MATERIALS. METAL SUILDWG ROOF --R-M9 tW 4 MIL RE NF018' L U-PTE VINI L FACE APu"q0Vd,L =:7- --E 30`rE_ NG PLYWOOD: T I"� WALLA-:045 OF -E 06 N :Cf"'P'_E-= •s::"RD:, C IL`MNlG• R-19 ACOUSriCA1- CEiLA%G BAT-$ DIVISiON 12 MATERIALS CODES ANID REGU.. -0s.5 5E- =04Z-- s-- $-A-E :.N^ _Cf- .:�.�-•CQ's. I. SUIN11 TAL& "- sa Jr'9IVa :av'R.lC` R 5►»:.�_ 5,.er'' - DNF.-_(N W ALL PLYWOOD SCALL 15E GL;JED Ir<rTW EXTERIOR T"IE GLUE NOT USED 6r,.p�,jp,G ao,.,IG _O. O*w 3+ZES --E ALL M n100D &"". CONFORM TO u.6. PiRCDUCT 6TANDAIR0 Imo! 1-'14 DIVISION 8 DOCKS AND WINDC.LS Vleal"ZER �"�` 6_4R_1`%G :)aec NEW BUILDING EAC" SWEET OF P"L'r t CK= 611"" DE VENT!FgM BY a REGiSTE1114ED STAMP OR m%.LrB NG ON-VAC- 4R SJ.44" Co>;R✓ � �� AI*C =.2 C*11E�%- BRANI MEYER SIGN C D. O OF TI-E PLYLOD d6SOSOCiAT CK DOORS, WNDOWS, APC GL-ASS: DIVISION 13 S -F-C I AL CONSTRUCTION silo �'_.r'B?�G AS QECQ.:RED MOR a.".ARE SE(arc >�.JCQ 2. 6WEATWWs_ L POvtOE ALL t�0N1CT•EG DOORS AND 01A AS D ON RAWNCs6, ALL DOOM - SEE 5~EE7 2: mOR ��..1R1` 1R =:•C __=_s. i �_ _ - 6E�.oND FLOOR 61'EATIIfNCs 3J4' T Ca aNVOW15 SMALL MEET CWAFwMR 13 OF TIE OREGON STRUCTURAL 6PECIALTY y_ CODE. LATEST EDRIONL SEE S;'E "L.SIv. 5-EE- '_' =OR -CSE 5 B -CC-4- ars. 5,B6 S1ALL DF APA RATP<s 32/16 AN­ S1m&<>%.NG ANC =REEZE E)Q°O611+11E 1 2. VERFY THAT ALL SEALAK► / CAULK-NG USED ARE COMPATiBLE WTt-1 DOOR AND -- -- GLUE AND NA,L tIANDOW SYVEI t M)'`'TAL E0L.pA►iCa CLIENT: 6LEF''T OPERA .aN,n •��/ ~a*! �:�r�.rG ✓G �""� J ./W�-c •.�✓ CV� NAILNG s'ATTEIWA- EL]Cf'S iOd AT 6. OC. DOOM AND FRAMES- " APm1%cv.a._ AND ACCFP-ASCE FIELD: FOd AT s2. OC_ METAL DOORS AND g4A L EXTEP'RlC%XCT -h- NO- BE CER-"F E= A8 �.M-AN- A�-- C47"O-E E 5" =.E DENNEY MEYER P'fC)R �ioLL.aIJ l"E6 SINCE DE �r'D'=...D AND ►N6TALLED TWE A WG r1NiFACTURE 6+-4,ALL BE A METEER oP TWEMETAL eU1LL?►►rG MCAN�AO'!t�Rs OWNER AND E�CsfiEER .Jv_ `•"E Gar•-�R,r�"" -AS :.e''"c'�-�-'Ftr:'FD '~-£ • WALL S+oE.4TI111�iCa '/I• (AX GRADE DY PUJ�FACTIARER .4660(-IdT10N (T•Eff`L4%, AND CF}RTtFfED BY T4E AIx AND !Z,95,0. vARIOU6 S-S-E''"S Ota E4L,'"P"E*.- a\ -VA%ZD -1-E 1-1-NEQ 5 10EQ50M.E_ iI 7340 S 0, _ +U�•N = - ' "`= 2- DOORS SKALL BE a HAVE MAX u FACTC !e OF ADE1"e '' ANfl NT ' ' AI ` Ev. :AMA . 5Ec� S "ED p' yA)1NG PATTE1W- SEE 6 _AR WALL GC4EDULE BUILDING AMPACTUIRER / SUPPLIER 6"ALL PROVIDE ALL NECESSAFcr OWLDWj 6WE" ti E :OQAC"OR Alc APmQCv1�: 5- --E aIrER A� = l 'ZE4 i 'nGARO, vReG h OF 020. DOCIVII AS REC1iDTOSECLJ E A MALL.)NG °ERT FROM TSE A. ATE i NOTE. W-EiRE "LING 6CIED�S AND WFOI!`1ATION GNSN. ELSEW'EfQE IN '1't-E 3. DOORS S"ALL B,E PRII ED AND md,N-I JED COLOR AS NOTED K DO'CLP ENTS. AUTWORfTTES. CZWRACT DOCU" Erb DO NOT AGREE, Tl-'E MORE 6TRIWIEW NAIL Ws REC UIREP EW bk& APPLY•. DRArUP CsS AND CALL LL.ATX746 &-LAL.L BE I1ET STAt'"ED BY AN ENGINEER REGISTERED / 'ELECTRICAL I 4. 61oL BE CERTIFIED ACC.ORiDRVG TO A6TM E-283 FOR it CFM PER FOOT OF DOOR IN TIF STATE OF OREOvO I, b JaMT 6 SETS OF 19U+LD NO AND ERECT`ON DO MEC'R WS cDIVISION ifs ELECTRICAL - CRACK AND MEET 6PECIF,CATION6 OF TI-E STEEL DOOR MTITUTE REVNW AND A O"40'VAL BY N1COL1 ENrxI ENG- NUERICOLI ENG NCs Wild_ 81" ' 'O w APPROPRIATE AUTWORITTES. S.PNOVOE ALL L.AT0.1ES, 41HI 6, LOCKS AND DEAD BOLTS, AS MIE=RED TO PiRCIViDE A SECURE. OPERABLE SYSTEM' AND MEET TAME OF TvE BUULDWG MAKFACI'L,/RElR I SURpF'LtEPR 8�+4►1..L BE RESPONSIBLE FOR OR7ER)N�... 5N4•'P'NG, DIVISION 5 METALS cuAr�rER n OF SE RE. O STOR4diE, DELL AID ERECTION OF TI-E BUILOW3 SELL / 3TIRUCTLRE_ ULL AL,SC =pec-R1c,.AL: Scale: - COORD TE TIE 60- D Wm OF AC:T V•T?EB W-W TI,E OWNER. AND CGFRRACTM AND NG (NRC++t TECTUQAL) RS, R1WL WE 'a'-Own by RA C11b . .i- s. INTERIOR 6WALL ISE ATED METAL DOOM W✓ TWE,LEY ORAM6 AND TTBUCs liLDiNIC-CWMRACTOR / ERECTOR 5"ALL PROVIDE CERTWICATE6 OF MURANCE. - ELEC"RCaL ;5`' SE10AA!A-E OERr"'" 5..SER =5'G'r ;!,ecked b f CX ADV PUBL D LIABILITY, PLBL tG DAMAC& D,0<)R5 TC BE PAINTED. COLOR TO BE ME I rz W iMM. . •"tA� �TAL"4raN OF A.- '-Elk* N C m"_E-E ACCGRr ANCE LLATW Ate:- mob No.: I. SCOPE- TIE BUILDING OLP'"LIEIR AND G�CTOR 6NALi COO DWATE WTW MLLE GENERAL CODES AND EGL.LA"ONS SET vCR'L+ 5- S'A'E AIrQ -OCAL 4M"Oi -TES. - 00POTRACTOP[ FOR BOTu CITY P*WAECTX)Wj AND SPECIAL. W'-lPEC'?C7NS- Drawing No.: Sr c • PIWA700E ALL FLA")". CLADOW13. AS MEOUNN'D TO P ROCUICE A WATER DOC.U`INTS 61'4I►LL DE SU5"trTED FOR REVFEW TO NICOL-I ENiSP EERtNCs FOR GEIhERAL • CONTRAGTCR S E�'.111`4!BLE FOR PRO`✓VING ALL NECE6SA111t+' DRAWINGS, TEWT ASSEMBLY. VEPWY W/ ROOF CONTRACTOR POR CCIMPATIBILFTY OF STOF R17NR W ROWS DOORS: GEHERAL. TO Tt.E DfA<#o1 DOCUMENTS NITS APD SPEGIFICATK7wb. � METAL S''6TEMS, 4 ROC7FIMCs dTTAU�1"�!T - - - D�O�l'"fNT6 AN4D o�q ;JB'tr,1tiR'VCs � l bµwt.l roE A 2' X 4-14 OFI:'dET GLA:'11NCs 6''-6TE*" u)1"u INSULATED GLASS. . � NATE ;►,�`�+ OWyER'S 2_I4ATEItlAL: AND WLL!a`+9E6TF.I'"'_ 'IE � 6�b4L� GOC>RD�� AETU,ORG'NCs BUILDWG 6LIPPLIE7R / MIANLFACTIRRER 6"ALL SUFF'U_Y ALL PMCL41MD MIC}NOIR BMT6 TO • 67M SUAL1 HE 24 GAUGE PET! MTM Ai/46. 2. GLA66 SMALL "AvE Yom• 'N WT. THE .IOD WINE. TWE COWRETE CONTRACTOlR SMALL PLACE TE BOLTS IN TIE C'.ONCRETE C.GWRAC-OR AS EEaUl' D, ' c __ TW OUiLDWG MAIAFAC UPIM S REPIR SEWATiVE ANI? TIE E R�tICH CONTRACTOR ULL nL • ALL HAIERIAL BALL NAVE A G-91A GALVANIZED COATWG PER FW*k F '0VIDE COLLOI3 FRAPI" SMALL BE �6iAMME IMOR ADEM VAL_ t� VE1W' T1 E PLAC8'EM OF TSE DOLTS. ON SM PRIOR TO CCN:tI • AREEXTT B ACTTV E `D 15'v L Wo s AND ECE66ED �YtI+T6 AT "AIN ARE TO BE AGT'vATED B" L�' SENAd14 vo ASTM A& S. TE BUIL.DWG EiIIEC;TOR SMALL 116E AN APPROVW ERECTOR OF TIE a+ILOWG ff A 6"-L DE CERT�ED AMOPV TO ABTM E-26°1 FOR 03', CFM PER / 61ATLIER AND NAVE A Mt1K OF 6 ''rEAArS E?Q°1ERWICE W ERECTING . PROVIDE 6 PO4ER C.NUORD DROPS �r N�.I':EL•+Cl.6E "ANIFAGTtRRJtHt'a AREAL f Mxx,,u�ar�NsxS�,��;¢r�arlf�� ,� �. -t • COLOR 6"-JALL DE AS NOTED W DO�•ExT6 RICO i-'EE'' VkC-PEST METAL FOG'T OF F 4XX GAAW Ci ACK o ►LAVE A MAX U FACTOR OF A66E"11;�LY OF 034. 6TRSCTURE6 OF T1a16 TYpE COONtDMATE LOCATION IiY OWE Q S•M IPLE_ COLOR SMALL BE KYWAR MW QED Cid PAW, bYSTEM r D. L9�TItML M 00CM *4V IRRI� ONALL "VE A `Ci EAR" AU_ YRR1t40 iN WAJREWO3SE % "AJ%dFAC _R1Io,* AREA OWAL- BE N C04:U'- c ''if, ZI EALS - - ULL MAKE T1'R SOLE DETEIR�7WATION AS TO TW ACCEPTADIL`rY OF 6► ANODIZED Fl11A�L P'IYOvDE t.OLOR 6AI"+!°LE FOR Ai°1P1E7VAL. 'OR • SISTiTUTKA4 TO Tw BUILDWG CONS. ALL SUBOTTTUTION SMALL. 6WALL u •&L P511MM MALL, NAV! SAIgM ON M114104 TO MATCU METAL =LOP. 6.CIO IC A681PO .Y AND MAf�lAM 814A" MEET ALL ADA (AFEil1iCAN D16AEML1TE6 � CLEA1�1' NGYT® POiR 1lEVllYI • FOR APPIOVALr AND ACCEPTANCE- „A•A `+AK1AL 'O OWNER AND ENG*E>RR AMS TO "VF A WC"WE TYPE GHM(AP PRo� DY METAL ACT)w�oI,1II�i"+t�r+ I r HANOWIMPIMU FWAM &AMUCW 4aLft M CLADO M AS IEIiSRED Ti- P'IeO%4DE ALL LAYCI.40 i-"M LOC" AND DEAD DOLTS AS P&GU EL) DFAMMk ALL C0MPOWgTS OF TWp BUiL„DWb GWALL MEET T1E NEG'LN OF TI•E . }sROJECT ULL NO' BE E CEIRIVD AS SLRD6'AN 'ALL`' CO"P'LFTE D'' T►E NOTES ES TO ALLOIiI FIA! T14911111"1AL EXPANSiON AILD CCHTRAC"M TO P%2VDE A 6EC1/�OPERADLE SYSTEM AND MMT '1# IIEGRAIli'•i�iTo OF OREGON 6TRIGTi.1RAL >1�GIALTY CODE- 199A EDI ICK OILER AND R LPML TWE C04TRACTOR WAS DV-%"TRATED TIE l VARIOUS SYSTEMS AND E=_,V ENT AND TRA0 ED T4'E A11'ER"S 01 I ,I E_ SHEEN L=AW f+�M!'1Ei'11!!>t0 ?iET P�.'E A rATTEli�1, EVaRL�LT SPACED AND e►w�'TER A OP T►E OS1C TM itIJOF STRiG1UE 0 ALL. Me DEN04M FOR T*E LOAD* NOTED ON TSE COVER SEET. AILD TIE OFSpAr< ( AND % AWTENIANCE DATA wsvf BEEN SUIPIMEB D `'' - _' _ � .. .. ••. „ . ., r , ::. ,,... : , ; ,..,.,: ,' , ' o� • e AL.WW W"M IM CLAS M $YfTlti'4 TE UMI'* WATM MAY OL LOCATED AWUrl- E ALCM ANY FOAf"E 10 Tt"E C.ONTRACT'OR AND AppmovED BY TIE OWER AND ENGI EER scan rW. ?AA 11 0 * 2 • AL►. !i! lDSL DE FEl1'!D. . 1s4lOVtDE OUTLETS 6'•0" OG ►O01" R 6ECtD FLOOR " 71 IL 1 N, -.*..n+w.wa+,.�: -- •• . . _ _..__'_._ .._,� ....- _._ ._--__._..,,.,.,�_. --..,......._. .. ...,-..1..,�....__..<... .�,,.n•,_.,.�,w,-,.,,._,....____..._,................. _ ....__-._._---_____.._..___._ _ ....... . ....-..-•..,,......,..,......,...,w-.......«,...._ ,. .c:bun.•e,►" th,WM :; LlLf�Y seTll! cm�II1Nol Mtl,I1II1111I11111!IIIIIIIIilllllilnllllllilillllld!�Ili��iiii;llul�IujllintY110 ( tI ( 1 IEIII I iIIIiiu I Intl t IlillllI lIlllllli I 1 II Ili I hilp 16 t II IIIiIiplYI llsliilli I 11,II,I1I1I I I1I3II4lI�i I iiR�1 l8 111 I 11211(G it I 2i t 1 l I 1 1►��l�il�I 113I113 11 l0® I7 Is14 III0 $$ Z - x: : �r� 4 . ,r FI ., .. ,kl ;�tl •1'�,: 4,. 'art •. i. t�•r r jt,i V. 1 2 3 4 5 .6 . . 7 iAkkICOIm ER N Tb. ---------- __----__-- __---_-I PROPERTY L INE __ ' _--__ __ __ __ ' __--- Am NE CX�OII, Y 46' YARD t� -A 1 I ` !/4 «........ t1_11-1 PER �.�,5 I - �� •»„•••� >w4 �� � t ' �� -m" a5'-m" 9025 S.W. Center St. Tigard, Oregon 91223 : ', I -- DOOR AiNM�LY DOM AIGUM-1• NTS MR TALE &-A 1■M TAFAJ b-A-. Ph(- . 503 620-2086 1 I 503; 684-3636 1 I iONE Houle WALL AA61 "OLY AN" ONE CAT WALL AbMI"�L.Y I DIEM[ to LOCATION TO rR01�/RrY ; t0 LOCAtION to PIeoPER'1Y F'E!R tAa♦L< E-A PM TAM" E-A ` I I � �r OPEN TO ABOVE �4� 64D 12 F I 1 3 2 EXIT6_ CkIRED I TABLE Im-A, Oyb„Q.G. I ' r j �� -- ------------ ------------------------ I 1 -- — - ( <Rt p I Roo 0 OB ! '�`�/ i 1 � 1 ~,m ._».._. �...� »»..»..»..� »....... �I►EXIT I 1 16,507 I 0 18i ' AREA OP) I � �� / AREA• 48616F. ® m � ' � 7 • hMNUFACTURINC o OFFICE r ' - P B �� AREA■ 226 SF. I AREA■ 9,139 SF. TOTAL OCG. LO.-40 ,� OCC. LD.■ 3 I I OCC. LD.■ 31 I i 2 EXITS REQUIRED `� •••-•••••••••••»• •••»• I 1 I � �� � � TABLE 10-A , OJS.S,C. I I IGROW I i I 1 I I 1 H ------------------- --------- WAREHOUSE ■ II NO SEPARATION C I 5.139 SF. WALL P6 JI100 »......».. .._. 17FFICE I • 5� ■ 11 PER TABLE 3-5, AREA■ 271 SF. I E INAP10ACTURING / A 6011OLY ■ 10 0.6.9.6. ..»»».. .»» OCG. LD.■ 3 I 40M 6F• .20 I OPEN OFFICE 200 AREA■ 460 OF. I occ. LD.• 5 I i REVISIONS: PLAN SYMBOLS 2 EXITS REGUIRED PER TABLE IC-A, OA,S,C. I OFFICE I I ..»..»........»........» ARCA■ 202 OF. ( I ONE HOUR ASSEMBLY OCC. LD.■ 2 I SEE 11/52 f I 1 t --- .» EXITING ROUTE ----- I I EXIT 81CsN uu EMERGENCY ---- BOOK IMID G LIGHTS ON BATTERY _N AREA• 241 6F. •"'""" '»'»'•.AREA! 225 OF. BACK-UP POWER OCC. LD-- 3 OCC. LD.- 2 I I C1[1 FIRE EXTW_vUISHER 1 I I I -- -- --— PROPERTY / RAIU. LINE RECEPTION / LOWY I I AREA- 411 OF. ..» »..........»... I OCG. LD.■ 5 -- ' ; PROJECT: _ TOM* OFFICE MR MEYEIEb CRICK I AREA* 406 OF. — AREA■ 331 9F. NEW BUILDING OCG. LD•■ 4 OCC. LD.■ 4 I 1 I»••.+■I►Ex�T »»»......»..».»..........»».»»»._.. MEYER SIGN CO. I 152.05 74 Th. AVE. ��� - ------- - - ---- --- — — - I _ r ' Tigard, Oregon I OPEN , I i � I CLIENT: Eff EXIT 1 FLCM _ I I DENNY MEYER �( AREA I 7340 SW LANDMARK LANE AREA■ 4065 6F. ( i TIGARD, OREGON 97224 (LEN THAN 1/3 FLOOR AREA) PROPERTY L INE i I TOTAL OCC. L D.■9 4 b 6F. ARf A c 406b 6.F. I — _ Date: 01/03/02 1 EXIT REGaIAIRED, TABLE ICA - TAOLE I@-A , 0.8.6x0. Scale: 1/8"=1'-0" � — Drawn b . DJL • 1 EXIT REHIRED, 104232 v I CODE PLAN FIRST FLOOR r EXCEPTION 1, 0.6.6+0. d ! 3. w , 1 f y� S�r �fo8 1�g �� _p Checked by. DJA rr Job No.: 01-0909 Drawing No.: CODE-PLAN N ' AREA■ SJ3S 6P. FIRE RESISTIVE PEOWREMENT6 N UNIFORM BUILDING GODS, LATEST EDITION ALLOWABLE AREA W1 INCREACE6 IbO� CF. STATE OF OFW CsON 6TRUGTURAL 6PECIALTY CODE, LATEST EDITION AREA MCREA6E6 , 3 YARD6 w 0,000 6P. EXTERIOR WALLS (600TH, EAST, WEST) NON-RATED so ZONE (GENERAL MANUFACTURING)— -- MG 4b' YARD x 2b>r ■ 1126* MCREAGE XTERIORWALL Civ WALL (NORTH) NON-RATED c 61000 6P. x 100% (MAXJ w 6/000 6P, "ZMA6E `- OCCUPANCY 5, F-2, 6-1 SAW 6P. • 8000 6P. ■ 1i,IfI100 6P. STRUCTURAL FRAME NON-RATED FLOORI5 / ROOF NON-R�,TED CON6TIAJCTION TYPE V-N E>rMRICR OOOR9 (NORTH) 3/4 HR.-RATED Z•f BASK ALLOWABLE FLOOR AREA $ADM 6P. ALLOWABLE BUILDWG HEIGHT 2 STORIES SPECIAL INCPECTION6 YES n -ALLOIIati4DLE (BY zavlr .) bC' (SEE COVER SHEET) CODE SHEET ACTUAL BUILDING AREA --- 14,1066 6P. -- --- —------- „� PLM Rom OFFICE- -' _ 4A*I 6F. SHEET WAREHOUSE / MANUFACTURING ',136 SP. -- ---------- -- 1y'! ff } OC1 SUP Avg.16:06 2002-00070 * 3 „ 5 of 37 lk r' Y r-. d rP-°�-""•T i l l l l l l l l IIII IIII IIII I l f l ILII 1111 IIII i l l l IIII I I;Z I I I II I I (I I ( I I U (I ”'' Clfl I 1 u II Illullu .Ilu nllunlnn nl{nlll I (I ! IIIIInII I III Ilnl InI Inl Inllnululi Iu;nlllllnlllllllnl;, I I ulllll In Iln fill VIII IwI��IIII{Ilnl s t+ r a 101 I�! 11 113 1 14 • am le 7 11! to >�o al as 93 24 26 27 28 aA 3l0 � 5 lu n. t i �1 2 ,k 51` J A j' N� low- n+T'f.;7 ,•1 A"�'d'C l•i. � � '� .y 9 M1 en• c, .y{ , { 1 I INOICO I NEWWY L INE AFTE ROW. DEDICATION , 9025 S.W. Center St, - Tigard, Oregon 91223 Phone: 503 620-2086 be 0Fax: �503� 684-3636 p A - TOB DEC,ICATE I I I I I I I2@'-I" 45'-@� RO . I ` PROJECT Olx A1I� RY 3' WIDE CCNCRETE I SIDEWAL 6" RH I SIDEWALK FROM 2'-b"It NE A.C. ROTATE ROOFING SITE EXISTING DOOR TO EXISTING PERTY LINE PUBLIC WAY. INSTALL--., �? GATE AT FENCE EXISTING UTILITY POLE I I NOSE D I I I RETE SLAB f• lit 7 - �' EXISTI FENCE TO ' HOSE BIB I vP BE RE OGATED 1 1OVED�—"�1 I I EW ELPGTRIC TRANSFORMER I 1 50' COVERED 1 I r 16,507 \ STORAGE AREA �.. NEIL' FIRE HYDRANT \ BUILDING COLUMNS O 14Y18 `\ b" CURB I x '�� N. Kr`� NEW WATER METER \ PROPOSED BUILDING 14AWO SF. (140' x 1@@9) /-LAWN. I I I I NEW 6" CURB AND 5' SIDEWALK I I ATC44 G:4M SAW / CUT EDGE OF EXISTING 50' RIPARIAN , I I EDGE OF PAVEMENT AND ZONE 1 FROM WETLAND I I PAVE PER CITY DESIGN HOSE BIB x HOSE BID I � I I - •. ,a" ,----BLOCK OUT , ;I I , REVISIONS: 1b - 1 ' x 16' 16' 12, 16' FOI1gEE$-•, r` 1 I 9 HOAE BIB -+ I I REFER TO APPROVED SITE Mr. ' t I I I I DOGi 178 FOR SITE IMPROVEMENTS. ,. s I ' I REFER TO HARRIS • McMONAGL.E 3 s'' 1 10' x 20' SCREENED i - , DOCUMENTS WOW BE Via': I I I PERFORMEC IINNRTHE PUBLIC R.O.W. ;'s I DUMPSTER ENCLOSUR� / 9 CRETE W/ CONCRETE BLAB i -' 6 SIDEWALK I GATES SHALL OPEN 1 i I 7 BEYOND 9@' POAITION p 9 1 NEW HELD IN OPEN F•OSITIpN. ''' THREE BICYCLE r , I I FIRE HYDRANT PARKING SPACES ,I ' 1 1 _ '-I " 8'- 8'- '- I I 3 OPCS • 10'-811 • 32' I VAULT FOR PROPOSED 3@' APPROACH 1 1 STOM DRAINAGE EXISTING UTILITY POLE • i =T'Cj4 STATION A� � ITO BE RELOCATED BASIN � 'r I I : - 1 \ Q T � � .I PROJECT: 11 �•\ �- Q �,VEHICL S MANEUVERING!" n I I AREA �- �: :I OED LocaTIc7N of NEW BUILDING \ \ - Ai 15 @ 1g "I ; W / RELOCATED UTILITY POLE •^ VAN-CAR I I ; MEYER SIGN CO. POOL SPACE EXISTING FENCE `\ _� W/ SIGNAGE Q—y I 1 I I 15205 SW 74th AVE. t0 BE RELOCATED ` -g . g •2 3 SPC5 • 1@ •3@ 1 OPCS • 8 ■56 Z@ @ I I ' Tigard, Oregon i i � i �- �� i � i " � I I v 1R TO BE REMOVED I I I I I VAN-GAR ;TRIP-RAP FOR `\ U POOL SPACE 3@' LIGHT \ WALE OUTFLOW ` -- Q W/ 81GNAGE POLE - TYP. A.C. I I I n I I I CLIENT: _ DENNEY MEYER r—__6" CURB �AC. ® 7`0 SED 24 APPROACH 7340 SW LANDMARK LANE I TIGA.RD, OREGON 97224 1 I I ■ �XIBTMG CYCLONE 1@@ LF SWALE FENCE - TO REMAIN I°�1°E " LINE I NW FIRE HYDRANT 53'-3" 10 Exley - CT A NEW PROPERTY Date: 01/03/02 LINE AFTER R.O.W. I I Scale: 1"=20' DEDICATION- I I Drawn by, DJL .:, NC Checked by JDA s SITE PLAN - I I Jab No.: 01-0909 N.T.S. I I Drawing No.: SITE—PLAN I — ; m N SITE DAXA GENERAL NOTES _ SIT� DEVELOPMENT DATA 1 ,a' •` SITE AREA: 2.11 AC. MARK 5@' SETBACK w/ COI.ATRJCTION PARKING ''!PACES REQUIRED : :!@ F40"CT BOUNDARY AREA—64,305 or-. (WWS) FENCING PRIOR TO BEGIMIING WORK BUILDMb AREAS -14~ of. (21.1%) 6,@@@ OF. OFFICE (2.1/1@@@) • 12.6 LANDSCAFW AREA 24,436 6P. (31.x) INSTALL PROTECTION FENCING AROLS0 II,®@@ P F. WAREHOUSE (Ib/1@@@) . 11b 11PERVIOUo &MACE6, -25, X59 St. (440.4X) TREES PRIOR TO BEGIMIING WORK PARKING SPACES PRCYIDED 30 REFER TO APPROVED SITE PERMIT (15) STANDARD SPACES (1@x18) 111112,015l"D � SDU tOPEAIe"lit VIAND EW NY (Z)TISAS gD SPAG�-8 SITE PLAN --------- ACCE861!•�EE) (II) COMPACT (axle) JHEET — �+ (2)VAN-CAR POOL SPACES P ?l( 7/.ch Ave.16205 BUP2002.00107 Q BICYCLE PAWING s 3 a of J7LBG=Iff STM • IIII IIII IIII II11 IIII ill'll!i IIII IIII III 1111 IIII III) IIII IIlI IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III! IIII IIII I 11111 IIII IIII I II IIII IIII III III IIII IIII IIII IIII IIII 1111 IIII IIII IIII I li'iln ill! IIII IIII IIII 1111 IIII IIII IIII IIII IIII c m I I I I I ' I I I i� I I I I I ►1 I I I I I I I I I I I I I I I ,, +� •� 1`0 111 112 113 114 1�e 17 Is leo , IO�w.I Cw O ^3 25 28 2 29 � .a• .• "Doll 11" oa '{ ILI -4.11 •i. I" - -, ... ... .. - -, .NMI�•�!!1�•. �Yn.iWM"N1MmMw�w'srwwiY..w+.na..�hkwy.•+.MNWwfwlrrN++w rLlraw.waaway,�xr :.1. ... .;_ ;at '�' sr rt:,r�r ,,.r:;fit,. �; ri,• .. - _ - - 1 2 3 4 5 6 . . 7 �, .. .. 1 23'-4" 23'-4" 23'-411 231-4" 23'-4" 73'-41' . 31_0„ " ; ' • ' ' " 9025 S.W. Center St. - Tigard, Oregon 97223 19,-I C/Z -4 1/2 9 9 I I I I A ' ' Phone: 503 620-2089 Zb ' A Fax: M3� 684-36, II I I ---------------------.I,. I 4.1 1 � • i i STAIRb 3 _ n j RISE• ZZ • b 35/64" 4 C ® = R1N• ZI • II" ' 16`-11 1/4" S'-II 1/2" 1 '4 � Z L---- 3 ___------ LLNCH ROOM -- - ------------------ 'Z'-b" - • �� S Li �� -��------ -LINE OF FLOOR ---- ------ r --- }�•� `i ABOVE. X o PRG --(JB i ® 'til ©i �! 16,507 1 i - C to p i 1 i ip i S � MEN'S © � " �`,� - to 1 • • � � I b I O I , = i ® i 4 41--_ 5 1 5 x " 9 ''' i n i O �, O i OFFICE r- ® n -' � r 3 i © qO x i A WAREHOUSE / MANUFACTURING ` in C Zb 20'-10 3/4" 61-011 _ ,p OFFIG'E I T k E r II �' 2h 3 A\ 4 x REVISIONS: 0 OFFICE AREA OPEN, OFF1cE A a 4Ab1 Sr. X - In OFFICEC4 i(I r in 5 Z B f- n • = i i L 4.1 Q �D n Cq STAIRS — i -�,_ - _ �;► RISE• ZZ • �b 35/64" ! _�__ i x _ in b �p "• 21 • 11 , ---- 5 O -- — — 1 --- - — - — D __-- BOOK 111! N OFFICE 3'-61/4" IZ'- 3/4" c0 r I ----- i 3 0 5 3 •�'—_ _ .4 10.40 0 3 ----- RFCEP?ION A� "` PROJECT: ' RECEPTION COUNTER • A SEE A/Z.1 A 3 :� NEW BUILDING in T°"'° OFFICE MR:MEYERS OFFICE x - '^ MEYER SIGN CO. iC 3 '-5 1/1 le Q � A '-5 1/411 �,-®„ b'-m„ {=� e 15205 S.W. 74th. AVE. 5 5 Tigard, Oregon S I I j I Q 14'x16' O H. DOOR 12'x!6' O 1-I. DOOR 12'x!6' OA. DOOR -- ' 61 I®� x 9'-b" r t0' x 9'-b" C I © I I I © CLIEN — ' Z 5/8" I Z 5/e" I 4.1 1 I , I I 1 1 I I 4• .• 1 11'-e" 1 4'-1" 9'-e I/4" 1 W-0 3/4" ' �'- /4" 1 '-e 1/4" 10'-0 3/4" 13'-3 3/16" 11'-10 13/16" 15'-0" 3 -411 10'-0" 10'-011 DENNY MEYER I L ___j -4 I/4" 1 7340 SW LANDMARK LANE 4 II'-e" L Z5'-11 I/4" L Ie'-I 1/Z" L 14'-0 �//1" 43'-4" 46'-10 3/4" 20'-0" TIGARD, OREGON 97224 TYPE "I" TYPE "4" TYPE 113" T"IE "4" TYPE 1'5" ' I 1401-0" L Date: 01/03/02 FLOOR PLAN Scale: 1/8"=1'-0" DOOR S C E� E D U L E rawn by- DJL FR+aPIINC� NOTES DCheck,ed by DJA • g DOOR NO. SIZE TYPE DESCRIPTION HARDWARE IJ USE (3)4 x b JAMiB STUDS AT ALL OPENINGS. d Job No.: 01-0907 Z.) SEE SHEAR WALL PLAN SHEET 43 FOR PLYWOOD OUNLOCKED BY KEY FROM OUTSIDE WHEN OUTER LEVER Drawing No.: FLR_PLAN A 3'-D"x 1'-0" 1 IN&LATED METAL, DOOR AND METAL PRAPIE IS LOCKED BY TUM BUTTON AT INSIDE LEVER, SHEATWM LOCATIONS. MSIDE LEVER IS ALWAYS UNLOCKED. 1 C ® 3'-0"x 11-D" 1 %SfUL.ATED METAL DOOR AND METAL FRAP'IE NOT LOCKA15L E 5�" �Y��� 1/2" GYl'Su"1 BUILDING KNELL -—DUILDING SHELL -` -f BY TLllal BUTTON F1ROI'1 INSIDE ALWAYS OPERABLE NEM TO STUD WALL BOARD -1GTRJCTURE STRUCTURE o © 3'-O"x 1'-V" 3 INSULATED METAL DOOR AND METAL FRAME F1R M THE MSIDE. DUMMY PULL KNOB ON THE EXTERIOR W/ Z" x 6" STUDS --4" x b" STUDS 4" x b" STUDS 2" x b" STUDS --?" x b" STUDS StEC�l1lITY PLATE. " • Ib" O.G. • Ib" OAC. • Ib" OZ. • 16" O.G. • I6 G.G. LOCKED BY TURN BUTTON PROM INSIDE. ALWAYS OPERABLE _ ® 3'•O"x 1'-D" 4 ��llLATED METAL DOOR AND METAL FRAME MWI THE INSIDE. NO KNOB ON THE %XTMIOR W/ SECURITY It (WALL � NEXT TO B/2" GYPSUM COX TU:> —WALL BOARD PROVIDE KEYED Did-AD BOLT OPERATION MWM1 EXTERIOR. -5/e" GYPSUM 5/s GYPSUM - WALL BOARD WALL BOARD 1/4" COX PLYWOOD 1/1" CDX PLYWOOD ® 31-O"x 1'-E" Z MOI).ATED METAL DOOR AND ME'iAL FIRAME KEYZP LOCK FROM L6NCW ROOM SIDE. WALLGBOARD NEXT TO STUD NEM TO STUD 5/O" GYPSI.A'1 3'-B"x 1'-►," -'4� METAL DOOR AND MtTAL FRa'1t LOCKED BY TURN BUTTON 1•'1601`1 M!'1DE. ALWAYS OPERABLE WALL BOARD FIRS 6 !/4 HR F11� RAT1tD 0001R At�� Aeat1"ISLY. FROM THE MAIDS. NO KNOB ON THr! EXTE1lloR W/ mCURlT1' FLOOR PLAN MAIN. WaL.T" 0 WALL T1f�E mL rem Q w Ty ® WALL TM Cj SHEET _ • LOCATE PLYWOOD AT • LOCATE PLYWOOD AT CORRIDOR AIDE OF WALL WAREHOUSE AIDE OF WALL 74th Ave. 15205 WHEN APPLICABLE 7 of 37 2 . 1 BUP2002-00107 c d a y ,d 4 n<' �' W' , r •M A{ d It2A1UftW. r; ► q .. ..,-.rte.. ,..,.... . .• I l l l i t!I�I I I I IIII (III IIII i 111 1111 1111 !111 1111 11(1 11 I I I I 1 I I I I 1 � ►+M.'veWeM+"MINIMIb�1111151q 1'..,. •: :' " ''"+ ' - II I II UI 1111 IIII IIH If I I II 1 I I II II 1 1 II I II III 1 1 111! tl , tlll �I�I IIII IIII IIII IIII IIII IIII IIII III IIII 1111 111 IIII IIII IIII IIII IIII IIII III III I 1 I '�• ' . NI Fa ipxw.loi 10 I 13 14 le 1� 1� IO >ii<o 21 22 23 a4 25 �e 27 20 219111111131110 Me E .1117 fflp x z ti a c r: j•. �. .. :f�1 f tl ,•1 'f. hL ,,.V Nincolal ILI^ 4 5 6 7 V ••• ••• • 9025 S.W. Center St. - Tigo.d, Oregon 91223 I I 1 • • • I A •�• '•' 4a Phone: ((503` 620-208F Fax: ;503 684-:56''6 i Ef - -------------------------- q 7711 I OFIEN I 11 '- I 11 , . 11 1 tl I 11 I II I , II I 11 I II ! 11 1 I '15ELOWO i 111 AT UN�CHEDRL'�f 1 T8 1` ►`y, l`-, I 11 I 1I I 1I - ! 11 1 11 -� 1 u t rl I u r u 1 u 1 � WAREHOUSE / MANUFACTURING L_J - -L_J L_J L_] L_J ' LKsHTMG. (400 WATT METAL- HALIDE) ! I ! IT HEATERS ABOVE - TYP. WIT HEATERS FUTURE SECOND FLOOR I ---i LBb. EA) i---i - CEO QF; ❑ (400 TOILET RIOOP1S DASHED PR - I I ,r �--FRAMF_ LINE - - - -T --- _— _4 �— -, f 16,50! I , � 111 I 11 I 1 1 1 1 1 1 11 1 M r I I 1 1 1 1 1 1 1 1 1 1 1 11 1 • � � , I 11 I 11 't 1 1, � a'j , Ill 7 L_J L_J L_J L_J L_J �O_N C - HVAC SHAFT OVEN TO ' 9ELOW I t 8 � -===__=----=---- =--- --- WIT HEATERS ABOVE I p I Il I 11 1 _ r1 t 11 I : W /�, I1 I 11 I 11 1 r l II I 11 I -------------------------v-- ••AREH 1 MANUFACTURING -- - - - 0 11 I I \ I 11 II I I \ I 11 1 ppp, V 11 1 11 1 I I I L--_J 11 1 1 1 1 � 111 111 111 111 1 11 ``� I I 11 I 11 I 11 I 11 1 11 i Wn Or. I 11 I I I 11 I L_J L_J L_ L_J L•_J REVISIONS: SEE 2 x 8 (3) BULB FLORESCENT I DETAIL IA3 FIXTURES HUNG TO ROOF PERLINS 8' MIN. FROM FLOOD B ' Il I h I 11 I II I q I 4J 11 I I1 I II I I1 I II I '--_ WIT WATERS 1 1 I 1 1 1 I I I 11 I I I I t 1 1 11 1 i 1 I 11 1 11 1 L_1_J 1 1 1 1 1 1 1 1 1 1 1 I 1 1 111 141 111 1 11 111 - WIT HEATERS I 11 I 11 1 11 I 11 t 11 l u l u l a I 11 I 11 I ---'�— L_J L_J t._J L_J L_J L---J '-4' '-0' 6'-4' SECOND FLOOR STORAGE} 4 165 6P. - PRC„c. . 1`r, 1`✓, = 1 , I\ I II 1 11 I II I 11 I II I 11 I NEW BUILDING e 11 I 11 I 11 I 1 1 1 1 1 I I I ! I I I 1 1 I 1 I 1 1 I 1 1 1 1 1 1 1 1 I 11 I MEYER SIGN CO. i 111 t 11 111 111 111 1 11 111 1 11 I 11 I It I 11 I 11 I 11 I 11 S I \I I 11 I U I It I 11 I 11 I 11 L_J L_J L_J L_J L_J L_J L_J 15205 S.W. 74th. A`rt. M Tigorc, Oregon ur 1� O E CUEN — 7 ul I I V41 DENNY MEYER 1 , II 7340 SW LANDMARK LANE 1 TIG%-RD, OREGON 97224 II I1 Dote: 01/03%02 Scole 1/8"=11-0" SECOND FLOOR �N Drown by. DJL Checked by. DJA t/8':t'-o" Job No.: 0'-0907 Drawing No.: FLR_PLAN N Z SECOND FLOOR PLAN SHEET 74th Ave 15205 +• Sof 77 2 . 2 ! BUP?001 x!107 rd ��. t IiZ11 • yt�Y iR,.1 ti•.t pt '� �, r • Y � ,_' _......,.w..,.' _.. -..•r..•.........,...,,.•-..•.... .� - �„-e.:_- i r,, t,,. 111 I I1) i 111 1111 11 1 I .rx:. L.. 11 1111 111 Illt 1111 Iltl IIH 1111 111, Ilt I $.,: Cm I I I I n IIII nu Ilu rul n11 nM ,1 I t 1al► 1YY�� ( ( ! I ( I I I i I I li y ttl 111 yl I�nll Iulylln Ilayu�l 111►ynu uuy1111 Irullln ntl nu II11 .I►► 11n nu nt, 1111 11111111 Imp 11 I u 111lI�l�i u►!111 i I I ��t�a, �Y x•���'a`i�t��,',� y' Y C ���1�. lit '� ��,+�, ,� � ,i� �{I+t�fi�.sa���. ' � � !i ff � ! {{ ' I I I ( I I I # { I - ' d�''��ry r 'A .�� �L1�+� �,�,.� }' � r dA ''� �., � 1 �_ r _ to .tw b b ♦ tb i i r` + ie to to a+! ee 93 �e , w � 1�}"�'°�v`i .'�lp't;g��l'��1 R n1 h ��C �� r` ,. ,•," � SS �yv '+Mn�Ci",�;. � ��� • Ilr� �•s�arlIR+,!aYr•soe�vr e7•u+�•.••,.wn••d'nM1•-' . �R t ,,. �',• .1.'.t, � �. �r f � >X�I�ik��v C� ,. . . .N,IL d:.p f ..1'.Yi d .ti. Ai.�lln. ,'7'!}.:`��_.. ' �d it 1 '' o •� ._ a •R•y={�J1. '$' � ��L •� �� + F• '.k' .:_ � R C N ft'IA,If .'I-. .. . .p �� ,�.I: �`{�� � �I'��'4n��f ,�,�?�� Ba..l �� r � ��"�".T�R'i:r��,aY �...� •s, :•� it ul r 45.Vit, v . ;.' , '-.f M... . • h rti; i �:�� F i ''aidfre•h�k�-*:+r ' :.v.4, "�'y',y :.a :'l. •+r f�'.{r .t. :';�+`n .�ti.r;::� ..;i i.,,.Jrt M y.. .. ,. �;, t y V- i„yl;,,y'_ue.,:• i-NeM � .,, '. .�._ar':......L1LLa•' ..... _,..-._ _ - - •—u�»..•.,.. .a�.r__— .�4... .�....._.-. - — .,u...a.•_•..Y�_a.--._.._...A...r.._._..._1_._.a w.aau..Yvs_.—.._... _ ..rl•. �1r M'r t 5 lY{S , off . . . INOIC0 I • • .•• • ••• ••• •• 9025 S.W. Center St. - Tigard, Oregon 91223 • Phone: 503 620-2086 1 2 3 4 5 6 7 Fax: 503 684-3636 I I - 11/5.1 I 9/5J TYP. AT I I 315.1 15UIL0ING COL. 1 I I I ---- ---- r---- r--- --- ---- ---- r---- r r � r r r k- - --� ,► -- --- �- , i------- r--------- I ---------- F-------------- , ' L----'� L '1_J L a-Lw . w w-J-►,-I w '�J = i + I / 1 I 1 \ / 1 I / ; \ / It E .1 I V I I • j I I V11" n 04 L_________ __ ------ ----------- _____ , — — I 1 I I I I I 1 1 - -� r-------- - --- i IF•3 CF-2 IF-1 +--- CF-5 -p-- I ' CRACK CONTROL - ,� 1 _ I i 3/5.1 I L------ I/5.1 4/5.1 r ; 1/5.1 pN�, JOINtB � I r � ® I 1 8 i 1 ' 1' 1 I I 1 - - - - - - - - - - - - - ~ - - - - - - - - I 3� ' �- ---- ------- - ------ - - - - - -- - - - - %� N I I I _.J _ � W !Ei,,�Or -r I I I 1 — II 1 I r-- --- ----------� r------ --, r------- ---- - -- I 5 Irl" BLAB -3 I , 14 • Ib" O,C. A. WAY 4/31 I I 4/5.1 i ' i L ------- — �' 1 I I IN CENTER OF BLAB + I I 1 , -------- --`-- ---------------- -----1 �7 y � 1 I =T-7 REVISIONS: • I 1 I i i i i i i 4/5.1 415.1 I I I I I I I I I --- J I� 18•02a�T IF 171 -------------- ---- I i T 1 1 I �� L----J V L [!4 /3J ! i CF-4 I I I 1 I I I I 1 1 H I IF 3 IF-1 4/5.1 ��rr----i I i 1 5/5.1 4/5.1 4/5.1 I I I I I 1----- --- --- I/3.[ -----3 i J i L------------- ------ ------------- ------------- ------------ ----- - I I --- ------------- + + ------------- --- - - �t�/�` I ' - , I i _ a PROJECT: - I D NEW BUILDING L I II II L-� J MEYER SIGN CO. I I I L____ ____________ ____ L_T__J 15205 74 Th. AVE, + ----------- - ------- --1 - --- ----- I ' 1 ------- _-_ - - Tigard, Oregon Ir--------- --- -----� amUml1m' O° I 1 1 , ® I 1 6/5.1 I i i i i I 1 I II'-fo" I ! 1 , it .�' .. TYP. At I + I I P-� + I IF-I I I I -1 CLIEN is — O.H. DOOR ' I I'-b 1 i + I �\\ 1 ► i \ ' 4/3.1 + i IF-� 4/3J I i 4/5.1 NAIRPINB - TYPIC�(1L + , , \ + 10,111 ► , \ , \ I, ,I I/ ■ 1 \ i i ,SC \\ i i f \\ ' \\ ' , 4/15.1 \\ +' ► 1. , , \ , , , ; \\ , , , IF-2 \\ , ; , ; \,I I I ►�-� ' DENNY MEYER E \\ 1 � PORTAL FRAJ'1E \\ , \ + I I ► 48.1 \ I 1 1 / \ I \ 1 , / 1 ��� ► PORTAL FRAME i1 i \ , , i \\ r ► �, + ' 7340 SW LANDMARK LANE \ + I i , \ + I ► , \ +, ,► , \ , 1----------- -r -------�4 r;iJ ; TIGARD, OREGON 97224 \9 \ I r- I I 1 \ I I ►/ I I \\ I I -C ------- / I L------------ r/--- ----a + IZ— _I I 1 CF-3 - 9/!!.I 6/5J TYP. AT I B/b.1 I 8/3.1 I I I 5/5.1 I Date: 01/03/02 I TYP. AT + DUILDING COL. ON. DOOR I " I " I Scale: 1/811=1'-0t' I 23 -4 6 I/� a-4 Irl IW-S 1/4 Drawn by. DJL Checked by- DJA I Job No.: 01-0909 Drawing No.: FOUND-P FOUNDATION PLAN F0011NG SCHEDULE CALL OUT T1TE IIE1�!'OI�C`.M3 MAW F-I 2'-Q" WIDE CONT. 16" DEPTH _ ( ) 4 * "•_2 2IT. COLUMN E3CHEDUL E " " H ( );4 012"Of... GpPIT• 12 O.G.CONT C - MAW NX! fl?"! FOCITISO TYPE AS -I 4' H (4) 1/2" Y C -1i' _ .) -x NOTED !H 404PULE Gf -2 �!'- " x W-6' x I6" 11) + 9" Y 4 t DETAIL LOCA►i!!?N �` -3 4'-6' x 4'-6" x I6" DEPf�I l5)� DAR& 12" OC. EA WAY " " TOP AND BOTTOM OF FOOTING '• ' " FOUNDATION PLAN cap i4 3'-&* WWI _ ' 1� MR TO DOLT PLACIf'�NT PLAN BY DUILDMG �� 10 SHEE r I MANUFAGTUI�. DOLTS 6HALL OE LOCATED ! — AT C 94TM OF COLUMN FOOTINW. el- " = 741h Ave. fa20a 2 . 3 SUP2002.00107 O 9 of 37 ' � t Ui �„v l,�t"�,"J�,b a• �i it 4 - �r.«11 lei M1 Y• r , .'.'..'. :; '., ♦'rt .,\ rh•r- irw/"11rYw•MI•..pip ..• _ _ -. _._-.. ...•.-..�rcw-.•.R.a•.w... ... 1 ._ - --.. - ._._.._ - ..._. ,. .._ - —._...._......_........_.- _,..,...—._.—.. _ - --_—^•.-��.�.- __ ..�-+•.. ...�.on..�— _ -•,wwrwdar ,.,. ... .,.P y.,,.. _ � ,'.:.. r,'j • .fit Mr•4 s ,... wRa.: � .,, •n1 � c; J R..,.1;..: I ..+—•„•^-• /.YLIYi I IIII III! 1111 JUI Itll 11 �,, f 11 ! I I I I I IIII 111 I IIII IIII IIII 1111 1 1 1 1 1 1 1 { H I I I I I 1 t 1 I! 11 �� I I I I I I I I I I I 11 1 111 I I 1 Illllllln 1 II� I I nnllln IIIIInIf 111111n1 Ilnll��l Ilul! I IIII I ul I I u t u!I I�11 y � ,..r.{ ,Na tz4;;' i I �,1, I•f I�I� � �tG , •r 1 :p;` r rr �i � V � a •l 1 jI 1 I I I a ,- .t". ;�. psi ,.,,,rl,nA '�il.� � `�•'� i � • , i9; �l'�4y1 r J,J �i ,t. � f �� � V / V � r I o.„..1�. 10 1 1 I Q 13 I a I e 1`7 I e I o 2 a.)l 12 2l3 >ZI4 a s ale 2�e zlo 310 : r , 1 h r. 1 1 l :u 1' Y _ a 1•. F1 1 r. • • • • • • • • • • • • { • ♦ • • • • • y III, III, • •• • •.• • • k INICO RING! 1106 �I •• 9025 S.W. Center St. - Tigard, Oregon 91223 • •• '•' •• Phar: (503) 620--2086 1 2 3 4 5 6 7 Fax: (503) 684-3636 I I I I I i I I . • I I I H_1 -- -- �- -- ------------------- Ell --------- - ------- SW•I t3W-I /V4GINIF� 16,50" f. '= + 8W-2 --- - - - -• -.� ......1 CONTFS- - . --- + 5.2 , 2m" TJI H9sa 5.2 • 12 . I ---- e4, ------ ------------- 5111-3 6 T-1 12 5.2 u 200 TJ WW C4 012" OC. + 4 5.2 � cv i 2 x Irc NOZi Im A =I • tb�1 O G. i Im B 52 r° I 5.2 REVISIONS: • I A � � �I + , 12 � I i -------- 3----------- i i -------- -3 - ------ 5.2 i IE Iall 20 TJI / WW C 5 I • 12" O.G. I + I I2I ~ ml 20' TJI / WW ZI • 12" OAC. 2XIO NOS • 12 Oz:1 SW- SW-2 PROJt T: D NEW BUILDING --�_ 52 I= C14I MEYER SIGN CO. H_2 -- --------- H_2 -1 --- -- -------- - --- : _ ~ ----------------2 -- -- --—-- ----- I R� TYP. AT 1 OW- 5205 74 Th. AVE. SW-1 OW-1 I H-2 •r + COLUMN Tigard, Oregon I A CLIENT: — � a� DENNY MEYER • I Sw-3 SW-3 ; T GARLANDMARK SW NE D , OREGON 97224 8W-2 GW-2 --- - ———— — SW-3 9W-3 Q ---- ——--— ------ H-4 —— — --- H-4 — - - - H-4 — t 53 B - -- — Ss Date: 01/03/02 Scale. 1/8"=''-0" HEADER SCHEDULE FLOOR BEAM SCHEDULE SHEAR WALL SCHEDULE Drawn bY. DJL NAU V410 MON ANCHM Checked by. DJA 14 - MARK T" ARAM PS - MI Ty" GRJM OW - MAW GWRATWM TYPE SPAZM IPilc442 off"42WA-m-m fi Job No.: 01-0909 W - 1— 6" x1D' PF-L NO. - I 6 13/41 x 22 V3 I GLU LAM @VAj1 24F-v8 aw - 1 1/2' Cox ad b' OL. i'-m' 4 3/4" Drawing No.: FRAMING-P o H - 1 ' x ' 4F-Y4 " �'�' LAM 9F-AM OF 24F-V4 H . / ' -v4 8W - 2 �2' COX ad 4" OL. '-D" 3/4" ■ " Jan= DF 24F-v4 io"WMb NOTES W - 3 Irl' Cox ad 3" OC. 3'-m" 4 3/4" _ f - P}IIOVIDE (3) 2 x 6 NO. 2 JAMB STUD6 F01! ALL y; ' r •r}' r r 'i' i HEADER AND BE4*1 WPPORT. !'3W - 4 5/3" GDX 10d 4" OC. 3'-(a" 4 3/4" Ni �� 8W - 5 5/8CDX 10d 3 OZ O 4 3/4„ �rrR , dir#kr� „ „ CC ■� r 5 f r SHEAR WALL 2ND FLOOR FRAMING / SHEAR WALL PLAN d#AI� WALL AND 1/80-1'-o” &4EAT1'Wx 2ND FLOOR • . SM"I&M H02A TYP. UWE" NOTED FRAMING PLAN �. . ;< .7p OTHamm E GHEET QQ► 74th Ave. 5205 — aS 8oUP200--00107 bbw _ 2e4 ...__.,.._........_., ,, ,*.4'4:...,.. w+ww a•.r•w"wr.wewr" .r.w�r�rru+.arA+�, �. , 1JTYt'TI� CRI III�IIu���u��u� nnlnit n11�11n+; n�111�1u1tIu11 II +n unlnu I I u1�unll++tlltnlrl IIIII+IIIIIIIu +� Innn�unlull nnI11:111u1I1 ulnulllfl nuIlullnulr,,l tuilnl� nnlun +ni�nn uulnt, + ulnn I .It Inti �uijli+i II !! I3 I4 Id I� Is Ito �a 2 2�2 23 ltl4 26 1 37 ZV 3Io - _`� : I MIR Al I i "1 77 ,f .. .. .. . . . .. . . . . . .. kXl N ICO1 ENG ELECTRICAL SERVICE ROOM +•" • PR VIDE 1210 A010 / 220 _ SINGLE 9025 S.W. Center St. - Tigard, Oregon 97223 .. • Phone: 03� 3` 620-2086 Fax: 084- 3636 ----------------------------- - I O 1 r; i h f II 1 11 I 11 I I1 I I 1 1 1 { ! I f 1 1 1 1 I 1 1 I I 1 1 t I \ I 1 1 1 11 I 1 \ I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 11 I t 1 1 11 I 11 I 14 I {1 I N I L_J 1 1 1 1 } I roROF' ELECTRICAL g 0 0 0 0 ; CORDS. COORDINATE 0 0 0 LOCATION W/ OWNER iQE•p P RpFr' f 0 0 0 0 . D O O - --1 �� 5 ILL 1 A- 0 o o t r f I � I O �_ { O i l 4. - REFER TO SWEET 22 FOR CEILING LIGHTS AT LLNCM ROOI'1 / IIIAREMOUSE / 1 - MANtFACTURING AREAS. I no FIR ---------------------------- a a o 0 I • ' REVISIONS: 1. i .. � Lo 0 0 •o I !t �J x=11 0 0 0 0 ' 0 i I o - n PROJECT: N Nt 2. I NEW BUILDING oI o I ° O - ° �: MEYER SIGN CO. ° -0 6. L 15205 S.W. 74th. AVE. Tigard, Oregon 4. 4. p r O O CLIENT: DENNY MEYER 7340 SW LANDMARK LANE REFLECTED CEILING PLAN ELECTRICAL OUTLET ./ SWITCHING PLAN TIGARD, OREGON 97224 1/8"=V-0" I. SUlIJ11'c"NDED CEILING HEIGHT W-20, UN.`. 2. MVAC SUPPLY AND RETURN GRILLS SMALL ME D't'TERMII ED BY WVAC AND APPROVAL BY CONTRACTOR.ENGINEER IT LAYOUT PLANwR REVIEW -� KEY NOTES LE EW Date: 01 Sale: 1/8 = -n lO- SWITCH TO REC:+EMED WALL WASt•4iER8 2' x 4' A•:OUSTICAL � Drown by. DJl_ CEILNG TILE AND GRID SWITCH TO (2) RECESSED "CAN" LIGHTS Checked by. DJA A 50%E r..-£8K 3. SWITCH TO RECESSED FLORESCENt 1-1630-ITS, �� x 4' FLORESCENT LIGHT � Job No.: 01-0909 N RR�CE}"TION / LOBBY AREA IN No.: REFLEC-PLAN GYPSUM BOARD CEILING f J4 SWITCH TO OCH. D7OR OSWITCH TO UNDER COUNTER LIGHTS CEILING NE!f>tNT AFF. m'-D" n Cv aWITCM FOR Ca"RAL LK+MTS At WAREHOUSE /MANUFACTURNG AREA. RECESWD WALL LLkA"Rb o OSWITCH POR GENERAL L ld-W TS, AT WAMHOUSE / MANIFACTURNG AREA OVER 2nd FLOOR RECE88ED "CAN" L IGNTS O O SWTCW FOR LKAITS AT "LEAN TO" EXIT 64rN � D L GITS REFLECTED CEILING OVERLUNCH PCXWI DUPLEX OUTLET AND Iol ol ELECTRICALV . I "HEET 74lh Av. 1520S -+ 11 of 37 2 * 5 C SUP2002.00107 1 f f.' •`kR47 „ .'.��r� ..,, � 1. . ...' .. ' ....,�.w+.......«.,..w....�..ww.r�....w•rr+h...rlw�e, p:•rwe..y Vt� 1111 I,II 11'I lI11'illl 1111 1111 ft! 'I 1 ) • — _ dN41 I I t IN .lII IIII litl Iltl Iltt I11{ lIII 111! Iltl I{U 1 1 + 1 t �<`.,�, �, '. 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Center St. - Tigard, Oregon 97223 5'- 3/4" 4'-2" b'-b" �'-I" 2'-1" ' TREADS,• 11« ■ V-3« Phone: 503 620-2086 IID R18ER8 0 b 35/64 � Fax: 503; 684-3636 I — — ---------------- -------------------------------------------------------- 3. u Cf� G a O � / .S r KEY TEV �1+1 I il I \� - -- IS (t MI « �„!� Orr GLEAR CLEAR ` / - 5'-m I/2° b'-2" _ �'-� 3/4" t� 2 x b • Ib" O.C. PROf� S,0 3':-1 33 -1 O 2 u Its Ib" O.C. pZ i� r � 16,5U�i� f ` TC3ILET ROOM ELEVATION 0 U 3/4" PLYWOOD � - 1 I/4" ■ I' U U • O 2 x 6 WALL REFER n TO SHEET 2.1 FOR • FURTHER INFORMATION 9 N.. • ® 2 x 6 A IL - ------------ - =t__----- r do O GUARD RA EXTEND PLYWOOD H i I vEY NOMIS - ----` GYP SHEAtHI1VG FROM i KEY j �t\dl WALL BELOW TO TOP OF ' GUARD RAIL 5/8" GYPSUM BOARD 0 INSULATE PIPING PER ADAREQUIREMENTS. TYPICAL ALL 5'-D " 4'-I" 11/2" HAND RAILEXPOSED PIPINGTOWEL DISPENSERS G WALL I'S�LOW j s lO TOILET TISSUE HOLDER'S TYI■. O tIMDEREITRAND L8L STRINGERS Q REVISIONS: 3. 9 i GRAB BARS TYP. ( OK TJI JGST4 -N C —ir— In O MIRROR TYP. - ,�--- �'"M'T'°"g TMs' rD TOILET ROOM PLANrA STAIR PLAN 3m" MM. O 4" BACK bPLA3N O ACTABLE & ELVES 2 TOILET ROOM ELEVATION 10 4'-11 1/4" 53 TOP OF WALL TO ri MATCH TYP. WALLS a 74 PROJECT: _ ___—_._. -- - - __—_ _ — ______ 4+ a b ^ ' K I'-¢�' ' .'t1" " ,3 NEW BUILDING i 2. 9 53 atm. , I` , m �, / o„ 5.3 c MEYER SIGN CO. a 74 th AVE. _ ;n ��i• 53 9 C 1'igard, Oregon I'-il" A A F� 5'-®" 4'-m" INT: ----- -- , * CLE — 3m" MIN. D D 53 I DENNEY MEYER ELEVATION ' - KB SECTION _ IIA Im I 7340 SW LANDMARK LANE 11141 . 53 5.3 TIGARD, OREGON 97224 9 • b� - rE� ACESSO STAIR ELEVATION b i,-m„ i,11 '� _ - tr Date: 01/03/02 • r- ht '^ C Scale: 1/4"=1'-0" % Drawn by. DJL Checked by JDA I IV-V„ MAX b'- AX+ Job No.: 01-0909 '• '^ '� RAIL Drawing No.: ENLARGED-P o � � (ING) Y tour r�rot *+ t 1, iA a t*w�Iwtw �o[Wft aat fA TOILET ROOM AND W r - STAIR PLANS t C � CRAB BARS SECTION sH E E — „l LAVATORY 74th Ave.15205 X y Y l 1 7 q• a�j r; tt gt,tM�' 71 �T�R r!n F' r:A tt s- ; �,' .• a. BUP2002.00107 r J d12 of 2 * 6 .r s Vis. K I I I I I I I I I I I I I I I I I 111 {I l.i,l..• _...: 1 10 .it1«11"•YIt M Y11`A ris }i L•tm11 ew Ct11 I I I I ! I I bl Illllll�ul �1111I1 I r I Il�lnl lu Illilll { u I ull II lu{II u� I�nillilu II I lullul! ul{ InIIInIInIIInIIlulllllllllnll+luinuln.111111`InIIIlnlnuinllllull{I{I�In{) ( III III{Illu{Illul ,� I I �p •I a« 10 f2 13 14 to � ! 18 { J 20 21 .r 23 24 28 28 27 29 28 30 _ 1" 2" lart}r , }I yY to'a ,rte•4� } r 'N. ! *yA, A, t• k}ry' j i. e.:'.! 1„ •,.. ;;. • 1 • S Y h. (( a 'f.c':Y 1';I.y i, M'+}.�i r i 1�r 1'+�:x X�'�.. :•{ttl' � � '>, r+- a '%' .M} 1 � ' °.J' .r� 1 yt:t.•w f -'., w Vii. €-e,' t Ix ,.'1 s7 ,;,""<�°.�'� i'f ;`�` f 1 '':� r r� Ftl '..'� t n .I-: A'Jr,; .Y;( .\ �• ,fv a ,ti. ,,•.',`Y _ (�•.o. i. 1, `I. dJ,,sn A',.: , I xl'i (•.'. " P'r' •`','(, ,t,l '1k`,4,�yr ht {��..f f 1 ,`ryY 1° :i. ,r�•(�f l 1 rf j d ;,�, +., J '';i i'' '. �� W lli"7' �' y '`dl1n :'._,.. _ .1.-1• E u 1. r r !t. • I 'm 1 rr ' • ... . . - I -l. 9025 S.W. Center St. - Tigard, Oregon 97223 top Phone: 503) 620-2036 Fax: 503 684-3636 RECEPTION G nEl -1 11 Q I, N • t H • • I 2'-�" I01-011 21-011 1 11 p RoF�- GINE r I 16,507 IWv A LOBBY PLAN I 2. 3. REVISIONS: I -------------------------- ------------------------- d6 ---------;----------d6 Q 9 C14 1 4. • g1 B COUNTER ELEVATION ION PROJECT: NEW BUILDING MEYER SIGN CO. 74 th AVE. Tigard, Oregon D b CLIENT: DENNEY MEYER _ ,. 7340 SW LANDMARK LANE TIGARD, OREGON 97224 it e. e. 21-0r 21-011 C COUNTER ELEVA110N Date: 01/03/02 •— Scale: 1/411=1 1—0" KEY NOTES Drown Checked by. JDA Job No.: 01-0907 lO COLUMN 2 x16 • 12" OAC. Drawing No.: ENLARGED_P W/ 5/8" GYPSUM BOARD c O PROVIDE I" REVEAL. BETWEEN TRIM A !' OPENDED CEILWX PAINT REVEAL BLACK O3 I x 4 WOOD TRIM - PAIN'P-D O4 1 x ` WOOD BASE 0 COLUMN PAINTED O2"6 HOLE A GR MIMET FOR EIEC. CHORDS `` -•'�=- $ 9. -a...... 8• � in O OUTLET 1U SWITCH O I`ILE DRAWER IU/ BUILT IN DILE RACKS L2.-6" ADJUSTABLE SNELVEe RECEPTION PLAN K�D COUNTER SEC'TON SHEET Avg.15205 SU 2 . 7 8UP2002.0p107 13 of 37 0 ............ ......... _ to■oIN.Ie� Iil#l 11I1 � 6 I! b 1� 1 1 llllfll I(llllllll I111111 I�111! 111111111wI11M11 4 Q�,� Il11111(111111111 IlllltllllI1111111II111111�111t11111111111 M11111111�1Y�4�1M111M17'aIa�II nsns:e u�u.�� I,n.r2l..�en— 2n I Iln 1 n311 0I8 i3 I �tI �z3 h �W , . 0 .o - ' Ikf..,, _Cky�i ,e �a� �V'�i f7�y i � ��I t1;rp �•I '�„�.' x g ' u. ya 71� t , , n r e ,..af�tl:ar�e-._�'�'fr•�.ti •..,y.-gin. .. •..... _. __._ ._ _.-- -'--- --- —. -,.- _.. — - --- --..-. ____......�_....r,v...e..,__..-�s._.��y.�..�...�. h 1 moi: �y7 a •,'. I, tr a 1 y' r. • . N ICO 11 ACCESSOFIES -FLOOR TOWEL PISPENOCRO L NO SUBSTITUTIONS, IF PRODUCT IS NOT AVAILABLE, SUBMIT MA FACTURER --BRADLEY ALTERNATE PRODUCT DATA I'OR REVIEW ';' ,• ,' ,' ", 9025 S.W. Center St. - Tignrd, Oregon 91223 2. PROVIDE SEALER ON TOP OF BLAB AT AREAS TO RECEIVE MODEL: BRADEX, 234 FINISHES ;IE. CANT, CVT e VINYL) SEALER SHALL BE ... : Phone: (503 620-2086 APf°ROVED BY FLOOR COVERING MANUFACTURER 'PROVIDE r TESTING REPORTS FOR MOIATURE CONTENT OF BLAB TO VERIFY Fax. ,503 684-3636 TOILET PAPER DISPENSER THAT PRODUCT CAN BE INSTALLED. MANLFAr-7URER: •DRADL EY 3. INSTALL ALL PRODUCT FINISHES PER MANUFACTURER SPECIFICATIONS. 6 7 MODEL,— —BRADEX 5224 DOUBLE ROLL 4. REFER TO HVAC DOC NIENTS FOR REGISTER / GRILL LOCATIONS, 5 5. SUBMIT COLOR SAMPLES FOR TOILET ROOM PARTITIONS. FIRE EXTI1 IgHER --- 6. %STALL RUBBER BASE AT ALL LOCATIn, 146- FIWVIDE Cc_XOR MANUFACTURER LAR&EN6 bAMFILE AND PRODUCT LITERATURE FOR APPROVAL. MODEL: SERIES / SURFACE MOUNTED REFER TO SHEET 03 FO}R LOCATIONS COI`_- ITE VINYL TILE (CVT) MANUFACTURER: ARMSTRONG IMPERIAL TEXTURE, STANDARD -- i ECELON 12" x 12" ELECTRICAL CVT-I --COLOR TO BE SELECTED - CABINETRY - — CVT--2 COLOR TO BE SELECTED I - - BY OWNER FR- • °XIT .HTB + _ /S x� fr 614EET VINYL PSV-J - LIGHTS IN WAREHOUSE MANU;ACTURSHALL BE/ WG I � �� EXIT LIv ��GINFf SUIRFAY..E MOUNTED TO WALL. MANUFACTURER----��=ANNINGTON, INSIRED FIELDS i _-- , 16,50!' EXIT LIGHTS IN OFFICE AREA SHALL BE ATTACHED FROM COLOR:— ----COLOR TO BE SELECTED II IM'7= CEILING:. CARPE ALL EXIT LIGHTS ARE TO HAVE EMERGENCY 1-40-ITS W/ TPG) L ----- ��.. q�QQ N KCS` BACK-UP BATTERIES. MANUFACTURER X � f'RSHEET SUBMIT CUT SHEETS FOR REVIEW AND APPROVAL. - VINYL REFER TO SHEET 03 FOLK EXIT LIGHT LOCATIONS. _ C-1 - 0 13 / S.Y. BUDGET ALLOWANCE j bV I VT-2 6 FOR MATERIAL ONLY - �_I - - MANtFAGT /75c RER:— X Q. ®�_,. -0 9 OFFICE LIGHTS - C-2 f 15 / B.Y. BUDGET ALLOWANCE + LIGHTING NOTED MAY NEED TO BE MODIFIED AS REQJIRED FOR MATERIAL ONLY SHEET Tri MEET ENERGY CODE. CONTRACTOR SHALL REVISE SUSPDED CEILING TILE VINYL EN A;r REQUIRED. � SV-1 MANUFACTURER. ARMSTRONG: PVIDE CUT SHEETS FOR REVIEW AND APPROVAL. Vr-1 RC MODEL: ' ORTEGA SECOND LOOK, 24" x 48" x 3/4" �— VT-2 WHITE, A14SLED TEGULAR J FT CARPET REVISIONS: SV- - AT TOILET ROOM - — brPICrB V MANLFACTURER AMERICAN STANDARDI - - — � C>FFICE CARPET • MODEL: —/aULYN, •045'15016 CENTER HOLE, C.-1 WHITE FAUCETS (SINKS) OPlN CNI"Fir� A -- CARPET CARPET • MAKFACTURER AMERICAN STANDARD C-1 C-2 q 110DEL: SEVA, 01480.110 CENTER SET C 4ROME, ( OWICE I! ADA APPROVED LEVER HANDLE CARPET C-I URINALS MANUFACTURER.— --;;Z iL ER DEXTER - PROJECT: -- P%'A.)ItL: --K-5016-ER I FLUSH VALVE:- bLOAN, ROYAL - eOOK NEW BUILDING MODEL NO. 180 � � - -PET D NEW E3 TSI TB GA-°' T C-2 MEYER SIGN CO. MANUFACTURER: AMER!CAN STANDARD i MODEi: - NCs rsDET ELOATED, 28W.012 16 1/2' 15205 74 Th. A1�t. - WN AOA MODEL Tigard, Oreoon RFCIEP1 ION / LOBBY EAF?ITIC AS . _ TOM'S Oppicz CARPET CARPET C-2 I; CLIENT: MA"AFACTURER: ot.ZCURATE C-1 MODEL:--- BAYPORT / ARDMORE FLOOR TO CVT-1 ❑ ❑ MR MEyERS 014zEGa CEILING C04STRUCTION PROVIDE CVT-2 VT_1 CARPET DENNY MEYER VT-2 C'1 ADA PADE'LE HANDLE 7340 SW LANDMARK LANE - AT LMC64 FlO M, TIGARD, OREGON 97224 MANUFACTURER.— ELKAY MODEL= P&vR-I'0I11, ONE FAUCET HOLES Dote: 01/03/02 f T + jbING6J Scale: 1/8.1=1,-0" MAMPACTURER= —AME-MCAN STANDAR Drawn by. DJL MODEL= —RELIANT, 4205ANNO C44001"E (oon) Checked by D J A ADA APPROvEA I-EVER Job No.: 01-0909 Drawing No.: FINISH—PLAN FLOOR FINISH PLAN i0o)C ti C 2 a > ' u PL/'1N FLOOR FINISH SHEET A c"� l�d�di Uri a: ypxr a_Mrvair�l r Jam,Ijr:s�t+ i .. th 15205 B 208 UP20002-0010 14 of 77 O s( �r, r ti a it . ....................... ... .................. .: ..... ......... 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E '3GHE.�UL UN SNE T 23ol CANOPY F001�V'G CF-5 CRACK 00WHOLDETAIL 4 IIS I tM OR FOOTING — IF COLUMNf=OOMNG CF-Iand2 7 VERIFY DOLT LAYOUT W/ BUILDING MANUR DOCUMENTS 1 1/2"s I'-C" 1 fn""I'-I�" I In"•1'-®" I In" ' At GRID GRID Th. 4 x 4 x 5/16" - ® 7 E STEEL BASE PLATE. � �- 11 SEE DETAIL 3/53 FOR BLOCK- I 3 1 OUT AT STOREFRCNT OPENINGS. I S. SAM REINFORCING I 1 - EXTEND L EXTEND SLAB REIh1FOlOCING I • Tb. 4 x 4 x 5/16" REVISION, TO CONT. PERIMETER FOOTING I TAODGONT.PERIMETER FOOTING �--3 ' MIN. I 3" MIN. �� HOOK3/16 —I�� I I (4) 3/4"0 ANCHOR BOLTAND HOOK / �y--311 MIN. W/ 12" EMBEDMENT w C CONCRETE SLAB L i HIGH STREWsTN • ,• ..- - % __ _-- � NON-SHRINK GROUT -- ■ C I (4WO P.S.I. MIN.) o • M 1A I I I I B 8 � ii it • II II • • • I II ■ • � 1 I I I IC I I PERIMETER FOOTING PF-1 n C14 SEE DETAIL 5/5.1 E 3" (2) 45 REBAR CONT. (4)94 BARB CONT. W/ 04 (2) S REBAR CONT. `'' TOP AND BOTTOM BARS AT A" O.C. TOP AND BOTTOM 311 MIN. O �• • A • • • (4) 05 BARS AT 12" O.G. - --_I PERIMETER FOOTING PP-1. ;� 3" A PROJECT: — J REFER TO DET41L 5/5.1 L i - FOR FURTHER IN ORMATION. • • NEW BUILDING � '.' 3N 3N +�N J3- L3' MEYL_R SIGN CO. 10 74 th AVE. Tigard, Oregon 2 PERIMETER FOOTING AT ENTRY • TYR PERIMETER FTG. PF�� rjf-� WR PERIMETER FTG. PF- � 5 I Irl"•1'-D° I In"•I'-m" I In"•I'-m" CLIENT: GRID Ag r— -- L.L� (2) 04 HAIRPINS :U/ L2x2x1/4" 1_ N N 11-011 DENNEY MEYER x 511 LONG W/ Sit LEGS. 5 1 m 4) 1"# BOLTS 2211 LONG 2 COLUMN F0011NG CF-57340 SW LANDMARK LANE 1 •I SHCXN OFFSET FOR CLARITY W/ 411 THREAD LENGTH GRID 5" In" in OF DRAWING. t� AND b" HOOK I In"•1 -m l TIGARD, OREGON 9 2 4 VERIFY BOLT PLACEMENT AND PROJECTION W/ BUILDING MA". I , 4) 3/4"0 BOLTS 12" LONG • II IlJ/ 3" THREAD LENGHt I CONTINUE PERIMETER (FJF) _ t 8. 4 x 4 x S/Ib" I I I I " _ RE11*ORCNG tl•IROIUGI / - 1I I I VERIFY' ISO HOOK AND OVER COLUMN FOOTING (CF) ( I 1 1 � I I I SLOPE I" At OVERHEAD i I (4) ,S/4"O ANCHOR BOLT r PROJECT104 W/ BUILDING MANUR `� 1 `.` L2 x 2 x I/4" x15" LONG. GARAGE DOORS ; ; W/ b" EMBEDMENT Dote: D1 03/02 TACK WELD TO BOLTS 3/16 i i HIGH STRENGTH I i I Q 1 I I I I I NON-SHRINK GF'OUT Drawn by: DJI_ PERIMETER FOOTNG 1 1 I I 1 ►r I 11 MIN. r BEYOND - DA6HED �� i i i i _'� i i ' I L (40M P.S.I. MIN.) Checked by. JDA RIO II 11 "� E Job No.: 0'-0909 4 FERN ETER t'�001'M. I (2>N VERTICAL HAIRPtNB S I Drawing No.: dtls-1 am OHM 2'J FOR 1 6" DE6W4ATION. ; I'-D 1/2" • . 11 II " I ^' P°ERMMETER FOOTING PF-2 A • ; ; • i i • • • REFER TO DETAIL II/5.1 I'QR IURTI M INNOR!'1ATIOR Io" IID" 1 1 • (5) BARS • 12" O.C. EACH WAY- --(3) BAR& EACH -� AEE FTG. SCHEDULF- • • WAY. • FOR REINFORCING SCHEDULE ON SWEET 23 DETAILS SHEET C�C�illmmtM FOORQ CF-4 T'�PiCAIo COLUMN FOOT�VG CF—� PERNIITER FOOT�VG AT-0.��. DOOR COLUNNV FOOTNVCI -3 auP2a0oo;�� 1 VWWV M�C�Lt LAY= IW NULONS MM4M. C2 XU4.%, ITE 111102161".0" V7! WY DOLT LAYOUT tW ItXIILONG MA". LXJCtUI'fI Wb 1 1/2"s I'-C" 1 In'■1'-m" I In"•1'-D° !� • +dot l \ do N2 6 i * i ir. :.. ....,.:' .,.. ,. rn _.»r.• t••,•-ems,— --. ,-r:.s.e^n••ylw -: T ... Cn) I I 1 I III'lllll II 1 1 1 lII1 1111'llll III{ I11 III fl 1 1 1 t I II ' 1 i' ,t ;I. . , • �- , ' .:. 1 : .....: ,,:., �� I I I IIIIIIIIIIIIII11I1111II.IIlII I ! IIII I Ilt11111 IIII � 2 � ( ( � ( �) ( I II III III It IIIIII IIII 1111 IIIIIII!I 111111111 II I I 100 lion + 10 I I f O 13 14 It! ly 10 10 >� tltl 2Q 0� fs4 g© 2'f 2• 20 :�O - i: .a t �. ��, �, " i ' ;.. 3'' '.,.fs •r `'II�,�L +hfL 't j i i '1 _I .1 ;,, � ,.:.;; . .......,. ,.w:,.. -r .: � 1 n� qa i-C i7! Yt N 1± d i.r:;,,., 1 YJrN•4s��{,z4���j�'ve y'� '' y kl' 1'r . s; F ) 1 .. 1. rT yI;' :i. i •'1 "..` dfir.t,t<" �:1' .i ',y i- 7},. A r, '.I, � Q' i . c , 1. Now ... .. ..,::V–t. • yPacrrjJ I.v `! Y,' ,n. ;1 _ 4 •�; 11� a� SIMPSON J15210 6EE 11/5.6 FOR " Nocolml bd NAILS • i" OCG. 2 x ID JOIST3/4" t A G PLYWOOD iARDREAL II�OF!'1ATION3/4" - 6TAG1,'sERED. " PLYWD • IZ O.C. �-- 8d • 6" O.C. Til DLOCICMG I ✓--� / PALL DOTW SIDES i I x 4 TRIM. I bd • 8' OCG. EN ,-i I I I --- �� — ,• 9025 S.W. Center S+. - Tigard, Oregon 91223 run (2) 16d EA. ODE ---' TJI BLOCK BY �► tBOTW SIDES Phone: (503) 620-2086 2 x 0 0 0 0 Fax: (503) 684-3636 TJI J016T AT 12" O.C. TJI J016T AT RZ" O.C. IDS I 2m 'TJI I I 1 TJI BLOCKING Z x 6 AT 4'-D" O.G. • ADD J018T At 6NirAR 61MP60N " TJI BLOCKING o 0 0 o I DOTH SIDES --(2) Ibd NAILS l� LW • � Off• f2) Ibd TOE WALL LOCATIONS AS* 1211ri. O (2) IDD NAILS TOE REQUIRED 1 1/2" x ZD"- NAIL EA. SIDE TJI JOISTS TEMBERSTRAND TEMBERSTRAND o 0 0 o NAIL EAGW SIDE. 3) Ibd PER Ibd NAILS AT 12" O.C. LSL Rn,'1 BOARD LSL RIM BOARD EA. 61DE - 6TAGGEP= ; BLOCK _ - f2>lid TOE NAIL - f -F.O. WALL EA SIDE (2) 16d EA SIDE I GIRTS "�— 11/Z" X 20" TIMPERSTRAND —Z x 6 STUDS Z x b STUDSLSL RIM OB"��J Zm" TJI / HW i 1" I -2 x6 I Zxb • SHEATNMG PER DBL TOP RE � SHEAR WALL SCHEDULE -_ EXTEND PLYWOOD TO WALL 6WEATb11NG PER WALL Si•ITG. WALL SWT(- PER2ND FLOOR PLYWOOD SHEAR WALL SCHEDULE SCHD. PER SCHD. ��CJ F FOi , N� r EXTEND PLYWOOD TO C.%N F, ti 2ND FLOOR PLYWOOD i 6 - A PARTITION 1���ALL BAT SHtAR WALL A AT WAREHOUSE BAT EXTERIOR rjo� ,u DETA.S 7 CrrNNECIK)N DTL 4 CONNECTION DTL. S DETAIL X 1 IR"■I'-D" I I!�"■1'-la" I I/2"■1'-rD" Apr T.S. COLUMN BELOW I I 3/4" TTG 3 PLYWOOD 8 3/4" x 22 1/2" I ii ii I G.L.B. --3/4" PLYWOOD 1 ,1 II I L --- SIMPSON WIT420 3/4" PLYWOOD I IL===J1 i TOP FLANGE PAINGER META 36 STRAP TJI DLOCKIIJ�-. SIMPSON J15210 /4 -15M. PANEL BOTP 61DE8 REVISIONS: 1/4"IE SADDLE TYP. 2" ----- 3/4"• M.B. TYP. IbSTNAGGERED AILS 0 8" O.G. g" A _5 1/8" x Ib 1/2" G.L.B. k —611PSON COLUMN CAP ' lei ECCQ 5 1/4-6-6DS2 i D B r Z G.L. 1/4" SADCLE - TYP. I m I 11 Ir I r, C �` -- -- �, �0 3/4" M.B. - TYP. V O1 3/16 ep Z x 10 �p • 3/16 - T 1 -1 3A6 Ar 4 6 x 6 COLUMN Z x b WALL BEYOND 6 3/16 �D ZD" tJl IZ 3/I6 GLU LAM WFAM ; ; PROJECT: 3/16 TS. COLUMN NEW BUILDING I I I I 3/16 1 I i 1 I I I I MEYER SIGN CO. I I t.e. COLUMN I 1 3/Ib 74 th AVE. 6LCTION A-A $ACTION D-D Tigard, Oregon rj ML SADDLE DETAIL g CONNE TM M7ALSADDLEJOIST TO ®EAM CONNECTION 2 SECTION I IR"■1'-D" I Irl"■1'-D" I I/2"■1'-D" 1 1/2"■1'-m" CLIENT: - �- - - ,-- -3/4" T4G PLYWOOD DENNEY MEYER 3 3/4" X 22 1/2" GLUED 4 SCREWED GLS. STA 36 7340 SW LANDMARK LANE TIGARD, OREGON 07224 TJI BLOCKMG DBL TOP Ie •EXI6TMG BUIL.P11MG PANEL DOTH SIDES ad • 6" O.C. I I -- __-- _-- -BTUD i LL 3/16 TW SHEDATE: 01/03/02 EX16TMb STR TURAL - 3/4" PLYWOOD 1 I I Q'EE 11/53 81M.FOR - SIDES I COLUMN 1 I GUARDREAL IPFOAMATION a/16 Scale: - I 1 1 I I 1/4" R Drawn by. DJL 1 i i o 0 OL Checked by JDA 1 -3/4"• M.B. TYP. Job No.: 01-0909 (2) Ibd RIM JOIST t I TOP 4 1107. 3/16 SIDES ii ;,•��# = 1 1 0 0 'x/16 Drawing No.. DTLS RyK�OWS OF 8d 1 L... I 1 1 • 120 OCG. e w (2) 16d EA SIDE o 0 1 1 ?G I 1 I TJI JOISTS 3/16 1 --TA. COLUMN I I 1 TJI JOISTS I 1 1 I I x 6 D WTGYP. OD. WALL 20 " TJI / WW -6NEATWING PER — SHEAR WALL SCHEDULE Gd.0 LAM BEAM EXTEND PLY1111,10M ''O 2W FLOOR PLY11110+00 YP "ATWMG cif d DETAIL SHEET LTIA�1. COI�N1'ON DETAw1.. JOIST TO BEAM COI�NVEC'110N 3 SEAN • SADDLE -- -_- __-- 74th Ave 1620S SUP2002-00107 o^ R Wasi'••I'' 1 1/2"s V-0" 1 1/2 01 .0 502loos 37 ...........�.«.�+n..�.�•-wr,w.+r...yp�lll,l!•1•,b• ,. ,..Yia. ...'IMH►aa .�.t:l:•uM:'• i �....w.•yj,.,......,,,i+.:. aryfYY .yy-M:1MI.WaJrs.YMr:a1..,W 1 j;1+k n y',,": k, � Cm Ilrllill illllilil IIIIIIfII III111111 II1111111 uuluulllllluilllJlllllll :1 II1111111 IIIIIIHI III111111 Ulilll ! 111111 IHI 11111) IIT 11111 IIHIIIII IIII ILII IIII IIU 1111 II11 1111 Irl II11 IIII IIII 1111 11 I IIII 031111 IIII II11 III II11 Illl tlll 1lII 1 i d !10 1I I +I: I�a 1,4 !fie lld !o I �o I z�! I I I I I I I I I >�♦ >:>Z a a 6 27 Zv 30 ..ern Baa. -. -FF] ^/ -- M` t !. y �?a J'•4 , s w E INTERIOR EXTERIOR .. .. NNmico 1 . .'. 1% • • • I , --12 12 12 HORIZONTAL STEEL "GEE" GIRTS AT '�� FF �11 !�' --_24" O.C. INSTALL APTER INTERIOR O.C-. LAYER OF "r/S" TYPE "X" GYPSUM N�-C4A0 10�U— 9025 S.W. Center St. — Tigard, Oregon 97223 --PROVI E BLOCKING 6HEATHING HAS BEEN INSTALLED. .:. ; i Phone: 503 620-2086 �\ I WOW WALL „ _ ' STEEL CLOSURE Fax. 503; 684-3636 I 5/B TYPE X GYF19J1 SHEATHING v AT BOTH SIDES OF WAIL GIRT6. _ — I NEOPRENE ENCLOSURE o i / INSIDE FILLER ' NOTCH GYP-°"I SHEATHING FOR u: I I 2 x 4 ----16d • I " O.G. GIRT TABS / CLIPS. FIRE CAULK 4 �e�OR I I HEMMED EDGE W/ ST RED . ................... .: MWM CAVITY (EXTERIOR) SIDE OF WALL. Lr i i OVER BEND © P sitf • CLIP FOR GIRT BY BUILDING I/2°I i i r� N =f%,,O; --- MANUFACTURER t BOX RIB PANEL-y ' �s'��C'y��' ' EXTMOR lOd • 12 O.G. BUILDING COLUMN — I��OtGN GYP" SHEATHING AT GIR' _ CLIPS AND FIRE CAA.K. FIRE TAPE I 1 ALL JOINTS. !� g r 1 y GLU LAM BEAM A PLAN A HORIZ. TRIM rya N. `. - 1 1 EXTEND PLYWOOD FOR SHEAR VALL TO WTTOM I��• / I 1 OF 2ND FLOOR SHEATHING —� — ---------------" BOX RIB PANEL BOX RIB PANEL FRAMING BY BUILDING �— ~) i MA�NUFI AC®Y�R!LDING 4 TOREFF�p�T MANUFACTURER METAL WINDOW SYSTEM METAL ENCLOSURE ENCLOSUFE.----�. r8AN� ! ! ; I 1 � � -_ B SILL it ENTRY FIT - 1 METAL PANEL DETAILS 1/07 E I.I GENERA(,. NOTES, 12 E " L•l:i CONTRACTOR SHALL SCHEDULE A FRAMING BY BUILDING 3 "O A _— PRECONSTRUGTION MEETING PRIOR BOX RIB PANEL----4 i MANUFACTURER TO MSTALLSTION OF I HOUR WALL. SPECIAL INSPECTION WILL BE REQUIRED THIS STRUCTURAL MEMBER TO —i' I BE CAPABLE OF SUPPORTING ' I ' FOR THIS WALL. NEOPRENE 1/4" i FROM WINDOW SYSTEM. ANDATTA-WMENT ENCLOSURE STEP I ALUMINUM STOREFRONT NOTCH GYPSUM SHEATHING FOR GIRT WINDOW SYSTEM 5.0- REVISIONS: - -- CLIPS. NOTCH SHALL BE OVER SIZED A MAXIMUM OF 1/4" ON ANY SIDE. `^ AND CEAUlNG Ay NOTED. 6-12-(d2 PERMIT REVIEW STEP 2 r fl r I INSTALL NOTCHED SHEATHING OVER CLIPS. HEAD 3) 2x6 P. • � I � A BEAM S i' ��INSTALL SHEATHING IN FULL SHEETS IN • 6 6 6 I I VERTICAL ORIENTATION AND CENTERED ON COLUMNS STEP 3 E I I' FIRE CAULK ALL GIRT CLIP PENETRATION • 01 • i POINTS FROM WALL CAVITY SIDE. IOd NAILS 24" O.C. PLAN VIEW C --- -- --=--��-- +_��__L__1_-_ I I O OlE}' 4 BOX RIB PANE L^y �I►.FRAMING BY BUILDING 2 x 4 CONT. I" MAX. q "___---_`-`--�---`'_:`-- -�"`�` ---F1RE TAPE ALL JOINTS. FIRE TAPE BOTH I r i MANUFACTURER ESIDES OF HORIZONTAL JOINT AT COLUMMS. i gl, V-1 1/2" i i ' W3TEP b i I THIS STRUCTURAL MEMBER TO i I ,+ I i = BE CAPABLE OF SUPPORTING BASF' FLASH I r �,,,_�MSTALL HORIZONTAL "GEE" GIRTS AT 24" O.G. a 1 DESIGN LOADS AND ATTACHMENT t=t O --STOREWIONT W OW / J 2 x 6 W/ SIMPSON I DOOR r8 FROM WINDOW SYSTEM. FB26 NRACKETS �_ 6" I I �t �--BACKER CAULKING COLUMN BEHIND GYPSUM SHEATHING — (--ALUMINUM STOREFRONT PROJECT: _+f 9 FRONT AND B - WINDOW SYSTEM 5.0- NEW CLIP FROM COLUMN .JAMB NEW BUILDING 2 x 4 wr 61MPfiON M524 BRACKETS MEYER SIGN CO. � i=i p B SECTION C SECTION INSTALLA ON SEQUENCE DIAGRAM 15205 74 th AVE. Tigard, Oregon 6 17 10d NAILS • 24" O.G. EWW MT)VjL3 1 HR R " WALL DETAILS �— 2 WINDOW DETAILS �/ 1lrl"•I'-®" I I/2°■I'-m" I I/2"■1'-td" CLIENT: 1/2"Z x 4 I =_ W1 OVERSIZED E C L• SIM. � S M,PsoN n DENNEY MEYER F524 BRACKETS `-' WASHERS 2.l ' FACE Ct W/4-L l ----1 1/2"0 HANDRAIL ' 7340 S W LANDMARK LANE S TYP' I k 1 � Tl�a,�?D, OREGON �`7?_14 r 9 REMOVABLE _ 11/2" — 4 x 4 POST • CABLE / CHAIN TIO'-O"•OrG. MAX. RAILS. COtJNEGT DOCKER-ROD AND CAULKING -i TO I DOLTS lU/ FACE AND BACK ALL PERIMITER EDGER OF 3/4"0 BOLTS =i CEJ CLASP STIREFRONT SYSTEM. date: 01/03/02 o ANCANC4OR WlAI/3((112)eel NAILS. I Scale: 1 1/291=1'-Olt ANCI•�OR BOTH 81DE6. / ,� Drawn by: DJL 0 __= 0 Che(.ked by. JDA _ ALUMINUM STOREFRONT '^ Job No.: 01-0909 WMDOW6, - TYP. Drawing No.: MTL_DTLS `+ � _-- __ CONTINUOUS 2 x 6 ON SIDE 61MP30W H25 n --- - OF STRINGERS. NAIL W/ IOd • 40" O.C. 0 0 0 0 NAILS AT 12" OrC. - STAGGERED S " \\ • • - � (3) 11/4" TIMBER STRAND \ �-(2) Ibd PER STUD CONTINUOUS S.S. FLASHING 1�� > W/ END DAMNS. LAP JOINTS 1 M r Nti'STCH FOR P.T. fe (3) TIMBERSTRAND LSL 12" AND &-AL W/ MASTIC. �► N STRINGERS W/ 2x6 99". SET FLASHING IN MASTIC. 5 I/2 COf�I.FMTE SLAB �/ W/ Wd AT 12" O.G. STAGGERED i RIPER TO (DETAIL ' ' �/ �� Z x 4 AT Ib" OAC. Ilb2 rOR h 011111'1ATION SILL �.�.� — . MOARDMG TWIG AREA PROVIDE BLOCK-Our IN �' C � 4 SIMPSON LSO ANGLE EA. --' f 4 DETA� DETAIL SIDE of STR,NGER I SLAG AT WINDOW OPENING(). � STAIR AtNt�Rs ERB vE " EXTEND BLouc-ouT 1" x . 2x12 P.T.PtPLATE d AT 24 OAC. BEYOUND WINDOW ROUCsH - (4) 1/400 CCINIGRFtE N N N OPENINGS. DETAILS b/8 TY" X GYP&IM 6WTG. ANCHORS EVM y — SPAC 1D UNnER STAIRS. SHEET ' OF m � � DUAL re WAS ��� r3IOWKM 71th Ave.16205 -- SUP2002-MOI :a` w A . , .`. . , N �- N 1 1/2"•1'-O" 5 • 20 Of 37 4 1 I/Z •)•A" 1 1/2"m1 D I Irl •I D 3 is t ... � ," Illljllll 111 I 11111 I I HI I .T � �, ( II 1 . II ll (Ill I III�II 1 I �� ��''���1 � I njl I I njnullll jl1 1 Iuy1111I,n1j1 llullll I 1 I n� 11i. n�11u111n11u1 Iu1�1n1I1u111u1�1n1u;llnl,lnu n1�1i11� 1inj������i11j111� ��1�I�ii1 ���1j11 a �11n� _ ° F �...,. . IO «la Y to 11 Int 1► 14 le I7 Id to �O QI gZ Z3 24 !! Z'e 27 26 Z� 11 2 1, 1 #• t • .y �u :r. �f. • ,q: g o � � iJ L ' Z • 0 F Z C+ Product Certifications Desi n Loa ds Q `y 1. 'BO Evaluation Services, Inc. This steel bui Id ire is desigred uti l izirg the f of lowirg loads, in 0 ,' l ,Approved Fabricator FA-322. compliance with the pertinent provisions of the Uniform Building LL J Code, 199-1 Edition (UE3C 199-1�. Z • 2. City of Loa Angeles, Approved • '�ype I Fabricator No. 1436. All accessorie3 such as doors, wirdows, etc. not by CBC, must J (� be des igred as Structural Comporerts in a ccordarce with the Q CC 3. RISC. C S, �ified Fabricator Wind Load provisions of the applicable Codes and W Category MO Specifications referenced on this page. Z W The Bui ider and/or the Erg ineer of Record must confirm that 0 the followir loads meet the requirements of the local buildin � � g Q departm;_.rt. CBC Stee! Buildings and the undersigned are "NOT" the Engireer of Record! for the entire project. J Q Bui Id irg Dead Load _____________ 5 pef. Codes 4 Spec i f i ca t i ons Collateral Load --------------------------- 3 ps F. m The des i n of this structure is in compliance i arse Live Load __._..___________________ 25 ps f � p � L.L. Reduction Allowed: with the CBG specifications and standards, • I I uti l izirg the pertinent provisions and Snow Load, Roof._. . ------------------ 25 psf• recommendations of the followirg Codes. Ce __ --------------------- 0.7 Z m p t. Factor-- - ------------------- 1.0 Q 1. Unifcrm Building Code, �!_;'rd Load, Speed 1810 mph. J 199-1 Edition CUOC 199��. � Exposure -- --___.----------- B t � 2. American Irstitute of Steel Corstruction, m p Factor ..._---------------- 1.0 J 1"ia ter i a I S eC I f I I i• firth Edition (AISC; 9th Ed.): Earth Quake Load, Zone ____ 3 i W �J � J Soil Prof i lE T' pe SSol •JI 4.0 1• Primaru Framinn•. 3. American Iron and Steel Institute, Coeff. Ca ...................... - o-up (n Web Plates A;7TM 45-10 A5121 199(o Edition CA151, 199ro1. Coeff. R= 4.5 for Moment Frames h 51 , A�O�, Grade 55 S Flanges, ASTM -1529, A5�2, Grade 55 Coeff. R= 5.& for Braced Frames U 4. Metal Buildin Manufacturers Ass i ti n Im t. Factor.____________________ 1-Q> X g oc a o , p LM x 2. Secondaru Framing 19910 Edition CMBMA, 199(o ). Other Loads (3 _ _ Galvanized 1roGa, 14Ga, 12Ga ; ASTM A653 G90, Grade 50, Min. field 55 ksi• Mezzanine: ❑ NOEXCFPFiO!viTAItE"1 REVISE ANORESUBM ad h'rimered I&Ga , 14Ga , 12Ga ASTM 45'101 A&O"l, Cradle '✓ 5 5. American Welding Society, Live Load_.---------------------- NA � IT Structura I Welding Code (AWS D1.1, 2000). Dead Load._______------------- NA W/CORRECT'ONS AS NOTEDE] REJECTED ing : r+'" rRAVJl4,,HAS BETN REVIEWED FOR GENERAL CONFORMANCE WITH DESIGN 3. Roo f 4 UJa II Cover Crane Load ----------------------- -------- NA r CONTRACT OOCUMENK ACIICN SHOWN ABOVE IS SAJECT TO ALL j}� -W! OF CONTRACT DOCUMENTS IN NO WAY DOES PfION SHGWN (oGa Pa inted and Urpa anted ZA., ASTM 4192 AZ50, Grade 80 a 1HE CONTF'ACTOFI OF HIS RESPOvEIRiTY TO GUAkANiFF THAi JiJ 24Ga Painted and Unpainted ZA., ASTM 4792 4250, Grade Sm Ins eCt i CONFORMS TO CONTRACT DOCUMEWI S" BY 2roGa Fainted Galvanized, ASTM 4653 G90, Grade 80 1. Shop Weldirg inspection is not required, NIC01,1 ENG1 E RING, INC. 246sa Painted Galvanized, ASTM 4653 G90, Grade 80 according to the approved status of the ' We ►09001 SUBMITTAL''`M5 - , 4. Bracinc,: above Certifications. LLJ Cables, ASTM 4415 Extra I-ligh Strength Grade. No field weldin iaid Drawin Status �V o Rods d Aneles, ASTM 436, Min. field 3rd ksi. s required �.�y GOC Steel Buildings. � 5. Bracino and Columns: ❑ Lreliminar .• Pipe, ASTM 4530, Min. Yield 35 ksi. 2. i-�1gh Strength Bolting inspection is not These drawings are conceptual only and are not Tubing, ASTM 45008, Min. field 4io ksi. required by CBC, however, if inspection is to be used for the permit or construction process. required by the building official, the Turn of the Nut method of tightening is recommended, ® For Permit: Nick.. h Strength Bolts, ASTM A325 -N, Washer -w-,rder turning element. under the supervision of an independent These dra wings are Fina I and are for review by the building Common Bolts, ASTM 430-1 or ASE J -429 Grrude 5. testino laboratory. CBC is not responsible offic al or others. TI-,is set is rot irtended for corstructlon, for administration or costs of the inspee- tior as piece mal kirps nave not beer identif jAo 1. fir process, Lim w All Steel members except galvanized secondary framing, cables, bolts and screws shall rsc��ive one coat of Iron Oxide Primer meeting or surpassing the durabilit ❑ For Construction: y Erection drawings, identified as 'Detailed for Fabrication ". and Appearance provisions of the Federal Specifications TI -P-63ro Primer.o � 74th Ave. 15205 B�P2002.00107 Z J .rya..e+RaesP*P�a>.=Ir:'.,aw�.w t►+. a�.= _ Id 00 W 10. ._' ,.... . _ uNftm C�C .IItIaIIIl9llliiI I�} lu I 1I 1 t Ilul IiSnfill{II1I!3IH IHI 1�iul ( HIIIIUIIIHI II I I71lpnull ffnllllnll IH11nIIluIIHU�I n�uilii�li nii�llll I�Irll II I III IIIIIiillilu 20 23 4 526 27 28 29 3104 1 Z . . ar y tt' N4'1 Jyr 1 l 4 y , 9 'f • y 'r.J ,ts �-- - - _ •5 I 2 3 4 5 6 � CV � � � DL + �_ L DL + WL 24'-0` _ 23'-4' 23'-4' 23'-4' 23'-4' 23'-4' 23'-4' 1 41 k 40rU I'-0' 0'-6' m'-3I/2' la k 6i6 k 0 -5 0'-3 1/2, C' 8 RMD FRR11ME9 • LIPElB 2. �, + • - _ _ �.t a ► ' II II I( II - -- - - - - (2) '• A.B.'s • 4' Cis. + 1/AWL DL F 'l. 4 TYPICAL (22) PLACES (Anchor Bolt D«Ign Not 'CIBC 0 m'-2' -2 - - - - - -- - - - I I A I I I I I ® 1 1 0'-4Ge. 1 - Typ• I I I II B 39 6 4 3Jk 10 I k n cr 1 11.4 k N II II ( I 1 IIjQj�FRSiMEB • LI1�8 E.1.4. � I I I I I I I � I I I /^� (4) 1. 0 in. d ia. A•TM A36. I I I I � I I II I anchorage and design by others. A.B.a • 4' e. TYPICAL (Zb) PLACES I II J 4041 n C (Anchor Bolt Design Not By 4.) I I I B dI' L LL D L 7WL I I I 1 I I I O yJ .3•e k 1.4 k 1 I 4 1/4 I I I A se.r k 41•0K let w 3.e w 1.Q w II I I 1 I I I RISID FIWK • LItE SLIUS II � i I I I I 1 �_- r Q DL + LL + 1/2WL -> DL + E/1. 4 1-)"♦-1•� I It . 3.4 k . •- 1 k 1-•0X 2.2 k �®'-2' m'-2'1se.b k 16�� k 4:2 k 10•Ik k 1.%K I I I RNID FRAM • LIfE Qf I I Typ' I n e► I I I I I II 141 (.O in. dia. ASTM A36 C anchorage and design by others. I I I I I I I I (2) 1/2'# A.5.'s • 4' G -OD e. • PRAMtD OPENINGS ONLY 1 1 ► i I I CD W D L + E/1.4 -1 D L + W L _� I TYPICAL (10) PLACES ( I I I I I J <� • II I ( I I I 4 114' .� 1 t 4.e k J 1 k I I I I I I CO 4.3 k 3,7 k '� I 0'-11' 1 21'-6' 0'-11' I Iv 21'-6' m'-II' V, $ PLL • from ■tom T C II lZJ 3/4'• AB.'• • 4' W• El I �i (4) 0.79 !n. dia. A79TM A36 - l Z J 3/4'• A,B.'ta • 4' Ge. 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'Zoo' "kal. CD- END POSTS 8 1/2'x 2 3/4.'x 16 Ga 'Cee' 55 kal. (� u ZID- ROOF PURI,.M 8 1/1'x 2 3/4'x 16 Ga 'Zoo' 55 kai. EP- CORNER POSTS 8 1/2'x 8 I/i'x 16 Ga. 'Gee' 55 ka;. o EW- RAKE BEAM 10'x 5 67'x 1 1/1' 12 Ga. 'Zed' 55 kat. 0 ER- RAKE BEAM I0'x 5 I/2'x 2 1/2' 14 Ga. 'Zees' 55 Itai FC- S�� BU;LT-UP COLU!"N5 55 kai RA-1 RAKE ANGLE 5'x 2' * Ga 55 kal FR STRUCTURAL BUILT-UP RAFTERS 55 ka Q 0 SA-10 SAG ANGLE I'x I' 16 W. 55 kal. P1• STRUCTURAL BUILT-UP MISCELLANEOUS w FB- FLANGE BRACE 2'x 2' 16 Ga. 55 kal WALL SUPPORT BEAM r STRUTS 55 icai � � � �V WA- WINDOW FRAME ANGLE 1'x 2' 16 Ga 55 kai _ 1 � U BC- BRACE CABLE 3/8'4 EXTRA NIGH STRENGTH GRADE L— C�LS� 4�5 ZE• WALL GIRTS 8 1/2'x 1 3/4'x 14 Ga 'Zoo' 55 kat --- ---- O r ZD- WALL GIRTS 8 1/1'x 2 3/4'x 16 Ga. 'Zoe' 55 ka BR BRACE RODS 3/4'4 ASTM A36 STEEL CE- DOOR HEADER 6 1/1'x 2 3/4'x 14 Ga 'Coe' 55 kal V PA- ROOF/WALL SWEETING 26 Ge. NIGH RIB 82 kai Min CD- DOOR HEADER 8 1/1'x 1 3/4'x 16 ua 'Cos' 55 kai. PB- ROOX!N1ALl 5NEETING 24 Ga NIGH RIB 80 kai Min CE- DOOR JAM 8.1/1'x 2 3/4'x 14 Ga 'Cos' 55 kal 7- CD- DOOR JAMBS 8 1/7*x 2 3/4'x I6 Ga. 'Coe' 55 kal I , I �! z2• I ! 2� 't —-, — rL�_��-_._ ----- _.___ ���•`f -- - 2y' �� 22'• I I � ---- I Ems• Fac.- cs �• ��• Ft. c� Fc , e� Imo_- _ e�' �� t1� �'- _ lj R �• -- — — — �i �- cL_I r w/ O ,� I' c rx H IA- w% n 0 I • Icy I `-� e- -1 o ri !� 1. C I o ?�-- j C I o�2.C�• i C I o� 2 e,• C I o W Lh I P" erg �L .tel I '1 ' T - `� `l ! '---------- - -- - - — --- �J F- FVLI•r l.U1If'�� r7lrG O 2C- �C'17?t• \ I / r-*A. R.2 N01 I - - ---- _____ -- ---- - -�- I - --- - -- - fit• � I e - � i i - _.\ ___ — ----- -_ --�- -- - - - ----- • I � � �. 3�5« c�ze• l RA I .R. r7rv) t2o o F H���-,O w C 2�� zo - C�Zc�:� • ,' L , d a h C L o H r - ---- ----- - - � i FLA ( low Z-E- t lob ZI=• �'" .,., .. C Ir>>Z[�- /� CIo�ZZ• � �� r � F f-4 �' � ?. .—_ _ ------- --- �• - I 0'7V PPbR'T PUFLU H90. F11c, p L4%-.�e IVY 74th Ave. 15205 SUP2002.00107 23 of 37 T.' 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';,6 1.4 MI(RW CMI( 4WlC ,v O ''/ /pyION NSC :PPT AS Sr•'_'tlr/aAtO SOV(t:[ •MA4Af5 I,Y+LT•cp tp SLAW vA141 Sjj,•�J. •f5/41 tJYAR ON f1CT« STEP 1 MS•4l ]:1 ■ 7,11E /.PL WSt�i `aj?_L MSf4: IIEr4 ^JP( lll:.« f0! tUl ICNG/N Of il,S»a,G -=--__ O ` '�} PAMI d LIU II•PA•4l PLM- ar10 Rl t[ LOtA I(C :M '•( IIT• ANO ...T ',[K Gf ,K P St IP L}Cul L ,40 !'PA•SI ,»( y[c SCC F S SIDES Of 5[IM AS K1rN WrT.[ ACROSS PY1(l fUl WC yrER Iy Ia'i»(CGL f W'.•C (C.P[ af5/4.A/1pN COrPIC r( les( - - -_ X11 Il 1. I(44t � at IN,'-At. I o� ■l (p1[�p(Cr�q[NF pSNl[Ar�v�A■rf(G I'M S�i1w., Or 1.4 CAAPI STRUT LA SIMOC. LP[ [ll[ 0011 IRCM EAA STR:'t PILL !ACIP IMS t0pl PMr 450 B( US[C At fl yNf LEG Lt (IQtAp DVRMG PANEL Li•P POSITQN SCP[CLM.•[ "CIOSWE Ptip pUN d WST< M PLA([ *It. ./,:-'i• i , . 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SSMC I aw rL,•■I,ia P%/, rp (.,r4.. alt As Act,A.CNT a A••1' A t. _ ` Mot •[ _ `:., • r 1�l ` / WSI( %7•'N I . rC P•: .. . P6.4 r ._ -�r,-- •„r. •aM v• BC 'I, •.{ WAhC IPICGE w . - -- - AN r11'C•IA. ALC[SSOPT 100 1-4 VANDA6 SIAM PANEL R' 6•WIULA YIV 4 TK / �' - -1b IsI•4kiw, SPAUG TCA RIMA •ISUItl M, "It'.t5 ,T IS F:ACIIC OAR EKN PL,wLM / ;1. TM . I':- ('� a(. :u.r _, • c • :r - c, n tr.0•,_ Vs-•• ^ '•1 1q t �,• v-Ga/t[ ,Nltf ♦IK 1 C+ 1 1•.'CLIP,/ AIS •K %N( 0VII pM "CF IK SPACER .P%AClik C+. T /IN 4POSCY `vRA• L _ _ • '� I _ • . .:''.II$C=,, aAt+ p„fA"4 iAtt,�V`,I�.re vt 1+[�}}jrp1� N r.,[ .e+[srvt SUP.I[D to r10.p ,K S►iCIR M vL AT *ARMOR t0 M$i4L1•o +•i . •�^•••` . _ Pigs 1!411A•-LIMAawrr ffrN PAMrI IK AO1ELi{ W1 ft APPLlO I'1KR IO ,•( fIf(RGLASS • F la.r• .• r., 1«4 FKf N ,..r I-(-MAL rAKI• 10 .�,. STEP 4 it EAC( ICAM7 RS M iM tUl I r»( ..`t.- y''ILL. '•N •A I' tu• .APIC' P[-(.1 • ) _J -. . pRt I -a 't ••1 • -wfl P, T14 C (C PAITto 4 MStaL. •Ea . • K `N. 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