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6996 SW VARNS STREET-1 sa, , , , t, � s ....... , _. .. ✓d.�YY'�.YA dti.1J�Me.>YY�ildl•-%�_` .c,........-. ..._ ...:.- ....."y.._......_. ,.. .,..ri lNurt'i•:/iu�'Y.J1M.Lli,Y:YYI: ,. .. • �.ySKBLLL... ,.. ..� - 'x .. ., . , VFW Y . - A coimpiste TJ-Xpsrt fra nine pian rorruires the Tnn Joist FraRnsr's Pocket &Jki@ - i w sae rrw Jeist Feowr's Poch! W&far/rod.ct rredow"intwmetion I APR I AX f _ 14' ---►Ir— ---10' 3, e.. -+I�--- -- � l;ll Y Ut' 1►vN�- r r to --- - -- HANSER LIST - SIMPSon Strong-Tis Company, Inc.* ---------� /�� _ E.-_•_._.- r _ Plot ID Qty Product Label Top Nails Face Nails Member Nails Notes -3 H1 163 IUS2.37/1i,88 10-10d RMI \ice Hz 5 IUS2.37/1 1.88 10-10d r H3 1 HU412 16-16d 6-10d -- - � E-- -- - - /A3) H4 1 HU412 16-10d 6-100' 3 s/e» E - H8 1 HUII 22-10d 6-Nit) E--- _ I H6 1 MXU2.37/11 20-10d 2-N10 H7 1_Not Found , A14 H6 _ JOIST AND BEAM LIST Plot 10 _ Length Product Plies Qty — — —_— — A14 14' 11 7/6" TJI 360 ,joist -3 E------------ _ .-----3 E- -- -- ---.- - AIO 10' 11 7/8" TJI 360 joist 1 1241 21 - __-_- - --- A4 4' 11 7/8"° TJI 360 joist Trus Joist 1; F �I r---- TSI 3' 1 J!4" x i t 7/8'° YimusrStrnndlb LSI. Beam {1.83E7 1 31 1 1 i riTboarc; --- M- +-3 E --- �- -'-' T52 14' 1 3/4 x 11 7/8" Timbir5trand0 LSL Beam (1.53E) 1 1 A3) - _ V 3 1/2"-x 11 7/8 TimberStrandO LSL Beam (1.55E) 1 1 E-- — E_----3 — _ — — -- -- -- - —i ACCESSORIES LIST --- _ _.. --3 E-------- _- i Rmi 18' 1 1/4" x 11 7/8" 1.3E Timber5trand LSI. 1 12 -- -- -� �— ---- '-'-"'� E` -- _ Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 79 _M- _- ( Rm, Rim Board RECEIVED --- APR 2 0 2007 �- 3 E---- E -- I CITY OF Ti(3ARD BUILDING DIV11810N ----3 E - - -3 E---- -3 E-- --A E- _ r ' l E--- l E--— -- •1 .) JOIST!i MAY BE OFFSET /-' 3" I FOR PL'JM.BD* CLEARANCE. zJ E 2.) BEAM C:AI_CS ARE PEER 0E516t*R —� E —'—� C OF RE-:MD. NO ADDITIONAI. CALCS WILL BE PRuVrt*b. 't -----3 c -- --� E _ 3.) BtlI'-CER TO CHECi: ALL JOIST CADERD46 E—— --- E---_- _ 4.) DO11F11..E JOISTS HAVE- NOT BEM PROVIDED Vh DER PARALLEL. —3 E ---3 E-- WALLS. BLM,tER MUST SPECIFY. 3 — -- -3 E 5 ) WED BYEOR Di ILOT$ XLD ER OF BE RECORD 3 E —_ BEFORE c0NsTwA-aON emw �'— -3 C — -A E_____ A14 M REVISION k -- I EC--- D!sy Of Tigard I ---3 EH3 —TS3 - -� �---- -- A Plans OFFICE COPY r, FHd---1 r --••--��-- H41 EBY .__. Date 7 TANT PLEASE REAS - �- JOB COMMENTS I WEST vides \\A3� ---- _ C __.--_---.---LEvEL NOTES - --_- VIAL & PRAM OFFICE BUILDING � �� 1 u �`�toe ov ��� STEWART GORDON STRAl1S pro layout drawings and --- 1 rer calculations of the documented '-- File Narns: J3?.4bscs.JOB PROJECT 0517 Level Nannie: 1-Viac-Pham Office ------- - ---___._ -__-.-- Drily. This is o ran-enpirnlerirg �`,�.�' �----------�- — -------- Prooid 0 f-OWInaa to our customers. /fir' Pktt«d: 4/4/2f ?7 12:3' CREATE BY -_ s drowings have not been approved by �- aJ andlistervdwiengineer �ll �rlre al�Ovobul�n9 '�'_I ''�- ` Design Status: BMC West :ustolnier. Rmi --- 1-VMI-Pham Office...4/9/2007 12:311 20285 SW Clpwle Rd. R1102-Vial-Phos► Offks...4/9/2007 12:26 , 1rnfernattr'1n is in accordance will. r"f.................4/9/2007 12:24 P.O. Box 1349 nt Tan Joint" ra and cede I 14 — ♦•Iie--4° »-_iii--_ i NOTE. Shave iele Serwod , O 97 140 itesdesign vawts. All dimensions, Lee! degtrrsIrprovFIIE I �PY d�tte503-925-%63 titMs, bearings, ad products oust 14 assrane for propevel FAX: 803-823-4613 trifled by the customer prior, to IDesign Mstliod�y: ASD i "t. ` ---�_-_.— -� WARNINGNAILING REQUIREMENTS Fklor' Arvia Loading 1x: SYMt10L LEENO may ay be s variance in the amount of l30psf Uva Loud and 35 psf Dead S Partition L&W ---------------------__—_--- real necessary to complete the ob. Joists are towliMi untN bna»tt IeNrON1► TNA sts Qt Marl s: Two lad 2V" " rM r ate from Operator •� •�.- �____�.�— ( � )box rlaib (1 each side), 1)� Mruximnar► Joist Dsfketion: customer will be charged for all &wkV Mehl: minimum from end, 1-/480 Lia Laed Point Load L/240 Total Load I oriels actually ordered and delivered _ 13lo�clttrng panel,qM-- st or rim board to bearing 011110: Une load e e lob" No representation is made DO NOT allow workers + n`°°""rd TJ19 blocking pends or dm joist: t Qrf,3 "— " TJ-Pro Rating Inform ettlon: on " MRrinso • r x�.+ DO NOT otic+:4u afhe r i 1 box nails at t3 o.c, We�^'�red Aveneps: !33 Arsa Load NW r the occree o b tth estimate ro until raced.ta r�tiele a,r rrnreVreetMd Tiva Joist rlm board.- Toenail with 10d(T)box nails at 6"o.c.or NW reliance tMnrsorl by the cnnstea►tr untN brscsd. Mets. Steck rJrrllr over 1&t(3Y")box Hells at 12*a.c. Lowest hating: 51 not Obligate c BMC WEST y any wap INJURY MAY RESULT. heans or wills• Sheer transfer. Connections egUlvaient to dealdty nail schedule. HWWt ung: 62 BBO Beam By Others orate any claim for liability. BMC lyO�eg; 01wd fi Nailed Didalnip Is i34�,irsd T b net responsible la far anrroro or Lack of concern for O board.rim Met Or dosis to TJ{s Dtr*ct Aoplkrd Coll ft Is Not Required O Wall Callout Label Proper tocin canes we rt Sen ed,st In ow towns l be f=loor Decklnp: A3/32" Parnsis (24" Sporn ('• a Framer's Packet Guide) f :Tenn in thio estinats. Under normal condltlgns H the follolnrt rsuld+Nn+00 sn observed,acckJsntnn will bi avoided. 1 �"wkNh or less:Two 10d(3")b6x na11R WEST doss not guarantee the �' ..rim bosrft"rim,,,t N su na 1"d M TJl •aro s.n1 be aoegrl.N rwrs.e 04 010mlr"er.e. .Ons tl�rh as top and boffr><rt flange. Nan-Re*Idintial Level (2000 lbs. concentrated INd RAgtnirrsd 1$eariAg L.arnpth° in Inches ?+�`1 f_.' F z :rturr.WY Or,,s mwwd da ,,. sun b+.nnsbsMrd w er air d er b.r.*l+carr aha be 6"100"d 2 je"thrtl?3/?"widths: Two 18d(3kj")bc+x nails,(ple each at top find requirements far s4•wWard nen-residential fluers (Adequate ft has been prnvided 'Mans• ioalaNnis, or designing of M a l�+perrY a p■m.rwn e.c*lepwlnirgi ht� �♦�114 I►sl d►efw M M one d els bq. bawls beer, considered fir reaction.) 4+�Y aenM,p nr«a 1 M imsnen„m, ,ei twesa ens we ar srlselN woo se ti Hou z.ne b r pia wean a ger . lNar'insp iemQth i! not iradtcatsd.) Hoar'/roof system or Its mnennbers• bottom flee a chwA br*�u+a aider,s.ie...er,or"^ to hi" �ebleeubs�Jeaur-beeiwMb8rweN .rdirwaWsloWo 3!�"width:Toenail int to rim � — � > MVS eirefullY. + Sho**q"M br 10 Irmst alta erne-10d(T)box nail each OVED sY: _— Bide oi' Kt t. flange Nornlial O.C. fpeclns ■ 16** ! r : W*0whed b sed TJI " i DATE. s E r.r d '�ne MNnoa�be"ar M/Iran an M Nwrn. K�- � n9 - —_.--. c'Jr,MW�P�r■p.Ir..MNY barmy T MM eeesm asks.. -- d TM Mrpw mua rengt,s.wwwNc. ww 'Jtnenot" ifi �irlss ,fit 2x4 minimum s9iu sh blocs<g: Two 10d �i 5c at top and bottom flange. (3")box nabs,one aArtl FOR THE Td-XPERT WMRA nwxga•m ^- ---- ---- --- ••LLL_111__ WE FRANEWis POCKET GUID T.1,t4at out peal lens sea seas",a , 7g -3 Md -- • 41, � s d,j � .>�� � p �. 0pl �, roar �I• 4" i r: i 5, Y , l � - C > i f ' ..,..- .. .... a:. ,. . . .w. lad:."__. • n r i a k1 a - ..-.-vrMi,W`ir•�.-_- 4•M.i,-_ur.a Wtwtl'w41w�t.�u-'_-�:..ayAip',y+iw,N�"y"•._. ••-.. •_....•••NWYr,N'L�Yf,;,.•wWw JIiYW.. ...raa, :_.• �., ���.1"u""i1rA sllY.- .Sir ' ..W�.a+_ .m^:W1.�.7�-.Y,.M4W'-YIY;( `- , ... •.. -.: , , 100 A complete TJ-XW frawkV plim requitw the Tnx Join FrawAr's Pocket skids , .�•.�w.�.. w�rw�r rr��rw Sts Trw Joist frssesr's 1�1&,*k for►nAwt Trrdswerk lafeAPAOm Smc WEST SO { . Tjxpart. 14' 5 3/4"------,••I'S' 10 5/4"►I — — _ HANGER LIST - Sinn sae Strap-Tie Company,. Ine.0 f Plot ID Qtr Product Labial Top Nails Fac* Nails Memilwr Nails Notes A Hi 5 IUS2.37/11.86 10-10d H2 14 IUS2.37/1 1.88 10-10d ' Tres Joist M2 _nom H3 3 MIIJ2.37/11 20"-N10 2-N10 rim board 3 H4 2 HU11 22-10d 6-1410 A�3 l 12 1/161 H5 1 HUII 22-10d 6-N10 (A�3 Bi"' in 1" 91 till < _ ;o JOIST AND BEAM LIST '� Plot IC, Length Product Plies Qty Load bearing a"shear wag tsbenye -_ , (must stock over wall below) Mi3 H5 Blockwq panel A19 19' 11 718" TJI 360 ,joist 1 .7 --- -- 1 -- A18 18' 11 7/8" TJI 360 ,joist 1 14 _ --_ as A15 13' 11 7/8" TJI 360 ,joist 1 5 `— M1 19' 1 3/4" x 11 7/8" 1.9E Microllartr LVL 1 2 _ M2 15' 1 3/4" x 11 7/8" 1.9E Microllam LVL M3 7' 1 3/4" x 11 7/8" 1.9E Mirroliam LVL Web stiffeners required each side at B1W Al;CES.SORI�ES LIST Bl i1W —� g�I R.m1 18' 1 1/4" x 11 7/8" 1,3E Tin:ber5trand LSL 1 4 10 a Bk1 1 1 11/1611 7/8" TJI 210 Blocking Panels 1 14 r+ ` Bkl" 10' 8 314" 11 7/8" TJI 210 Blocking Panels 1 1 Shl 4' x 8' 23/32" Panels (24" Span Rating) 1 29 Load from above — _ ,_... A3\� Bk", Random length blocking parr*I ruts Ch _- Yv �Bk, Blocking Panels: Pin, Rim Board------ — _—-- - _� Bit v4 D' 2x4 mri s sgmh blocks 777 Use 1x4 mitwrripn ttquaah blocks �$ to tr Wer load evund TJI' - - �,- ,joist -- - - t 1 .) JOISTS ft4Y BE OFFSET •1- 3" FOR PLU"IN�; CLEARANCE. Web stifferssrii _ •, I�, uired soil Ir disnister maximum hoke for Z.) BEAM CALLS ARE PER DESXGNER d�daW llr,V-2('deep biocking pmrsk: + OF RECORD. NO ADDITIONAL Io6'diameter m wdmuin for CALCS WTl1. BE PROVIDED. Do not oes. \'� —�panik 9%"deep or 3 ) UILDE-i5 BEFORE R TO CHEC ALL. JOIST -- -art fl --3 4.) DOULLE JOISTS HAVE NOT BEEN PROVIDED UNDER PARALLEL This JoW,wr.-�- ...--_ ._----- VVAL1.5 BUILDfR MUS•C SPECIFY. —_ board 3 - 5.) TJI PLOTS SHOULD BE REVIEWED - B 1 BY ENG,'R OR DESIGNER OF RECOR D �.J BEFORE CONSTRUCTION BEGINS i O� ~ w • sl ca �. -3 .. �Cs) - Bim----� b — 2 -3 s 1— Ml C H4 11 LEVEL NOTES .,YOB C4MMEtJ1'S `. IMKJRTANT - PLEASE READ File Name: .3326wes.JOR VIAL di PHAM OFFICE BUILDING STEWART CORDON STRAUS BMC WEST provides layout drvwirgs andPROJECT 0517 member caktslatiors of the documented Level Wome: 2-Vial-Pham Office Pia ted: 4/9/2007 12:36 Inpt only. This is a non-engineering Design Status: service provided to our cur.ctomers. rc 1-VMI-Pham Office...4/9/2007 12:31 CREATED BY These dromngs hove not been appved by -` a registered angineer or local buildi 2-•VMI-Pf+um Offke...4/9/2007 12:23 BMC West official and will require approval by ----- .� roof.................4/9!2007 12-24 1 § --- 20285 SW Cipols Rd. the custo"wr NOTE: Level design timas indicated obm Piro P.O. Box 1349 This information is in accordance with assurance for proper kava! stocidng. Sherwood , OR 971401 current Trus Joist'•' materials and code I,e - - , "_ _ Dasn Methodology: ASD 503-925-963 accepted design values. All dimensions, quantities, bearings, and pr'odcw,tus s must Floor Area Loods Vory: FAX: W3-825-4613 J be varified by th-% customer prior to 50 to 100gn11f Live Load and 35 to 35W Dead shipment. NAILING REQUIREMENTSMaxiPartitMn Lead - ---------SYMBOL_t.E6EsPWD Trier* may be a variance in the amaint of WARNING mum fast Deflection* material necessary necessary to complete the ,ob. "�+ Joie era Irnabbit until braced Istet'adly 1.146,0 Llwn Load • Nobs from Operates i TJle�otats at beerirr s: Two 8d(2YF)box naris(1 each side), 13�" L/�240 Total Locid The customer will be charged for all &wing kx*sdss: minimum from end. Poiret Load _ materials actually ordered and delTJ-Puri Ratfng Information: � Load iM*red sn _ • t�a,xw • •m�rw _ rim olst or sip board to baarin see • F"eoo•a @lodrina mals, to 14►e -lob. tJo rrspresentation is made lxt NOT slfow workers . y,w1ris • rnm + DO MUT at�rckAuN4dlnp conurninq the accuracy of the estimate r 1_�_-:— SLJ6 :--•e_ Wsliglhtved Avw�age: dff o walk on joists rt►shs►fefs on unsilras8lrad TJI*'blocking panels a rim/;,.ret: 1 Od(3")box nails at 8`o,c. Lesistart RatWp: 53 Thus Iclst rim Area Load and awry reliance thereon by the customer until braced, )olsh. Sher 0*over h:.nrt7: Toesti4il with I lb(Z")box retails e't 6"o.e.or EMphss! Rating: 62 I shall not aWyl to BMC WEST in ( Vued 6 idailed Deckkv is Required NO peep Others ilia any way INJURY NAY RESUL T. baams or waft 184 :: ra boR nails at i 2"o.c. or create any claim for liability. 8MC WARMM IIIp1ES Shea!trans or. Cortntsctlor►s equivalent to dA+kit, Hall tsct►edub. Dfx.Kt AppNed Csilireg is Not Regeetw:a WEST is not responsible for errors or lack of concern for proper MooNrp dw"consWudlion can r>.suM M serious atxMeMe. Floor backup: 23/32" Panels (24" Span Rating) U Retell Callaot label ernlssfans in the estimate. Under nonmed conditions if the klillowkq gVidelbw an obaerved,eerridants WM be*voided. Rim board,,rim Met or closure to TA*-I":T d (Ste Framers Pocket Ouida) 1;."w�IrKh a Mss:Two 104(3")box naNs,anal each at top and I�orr-ResidartMl Level (20M Ile. aenrwetreted lewd BMC WEST not guarantee the 2, u'*"",q 1pf•'�• "m 1+r,trac.n,•n, iele sr ws ens s•so•w or ev t s •pus r...a e.m�wr�wrse�,ra orn+•+r�+wa bottom flange. r'.�e'e tM far starKlerd ria+ resldsmtial floor's , ReQulred Burring i�aegt4r in inches dlnlens ES •urs tk onpin,Mke Iwe�e use wren aiib�r MM4 Re K�IeM{M M sw MA d tM rrr.trtb emo be ,, ON tw •owA (eedilr�• desigNng Of a•'•^bx•ryas>r'nJlrwMe.d{1 •eenrssip9rrsrMttMldl�KhsMatsrt>w. 2yje"thN Two 1 ��"wiaiths: 134(3Y")box Halla,one each at top and bolus assn caresida'ed far retetieaJ r (Adernwte !searing has leen provided • this floor/reef system or its member*. 3 s.r ry bi n.�rq WW d,.4 r.,„,,,- N��b r!ll •red wO W eMrMA MM M 11 f%ft 2 mod b Mch lobi W111 MA N711 bl�tofrl flf�rl4H. Ner'wl� O.C. SpseWrg = 16""n (>•ar'seq lor4th is net indica4ed.) ase cheek yew 'e~ cerefuliv. brwne bxtu q„os,,e,,aeic,Mgs,,,anwuaonaw•e...eni.Ga on.roswarur+.�.d q. 3%1"K4dVr: Toenail joist to rim jcist with onn 10d(3")box nail amh tw•d�e tm to uz rn•ctwt a ti e}�r*ease II�r�10 e1MU•iw M M�asd etre M N.bn. ---- --- APPROVED BY: __ DATE: s E"(leas t ems'eq ,,,,�� elAswmewusbdboWOWb side of joist lap!larxte 'Ulises INhd sMntr�ise M �� M�.rrpa-wet•*revel ter d ��!tM�M" �� 1�4� '�� II�� 1 (_ � `----------- trgrn«eve, 2x4 minimum. ;mesh blocks:_Two IOd(3")box nails,one each _ - at top andel botlorn Ntnge. - am puma" F"M ®UID FOR THE TJ-xPE� T WARRAN IJ.V#Pe 6,411109"lase ee.et sags MAR `. ...'�sn,..w•«...wMMtw.wn., - ^....^ "'."'" '_"'"°,,,r,*--* ,,anM, Ilw^ .......w�.r.�awr.r� .- -�•_• ��� .e;•':vrr�+p'-',w�+kM. _ wNlrro "^•e1AR' a= I", , A w l • � - • �1 .. G S l,•• jai.;'.t y i l a s _ 4 , ,. _'1 . . .- _ _. 6 I _ , ,: , ., : '1'1'1'1 ,. :, ,. I , 1. - __ = - I I - - - � -1 I I I . I - - - . -- - - - - I 11 ­_ - _______ _____ - __ ____ __—--- _____ __ ________---� ____ - , - I - � - I - I - = - ,: :;. ,- .. _ .. r 1, '.:, 1. - ": ,._. ." -.:.. � ,.:,� _ '1'1'1'1. ,. ,��:.- -.:. ..., .: ,..� .: .. .. ,r4 n 1 _ - ..: ".:., ..,. , .. : - - '1'1'1'1 , ,... ,. w.... �P '( ''.i .. .. t �'{ , r . .<, 11 1 , I! „,: ,. q 1 , ; 111111111111111111 __ .`:I m 1 , ... , , , :. ,,' , .:_, ._ ,. , .. r : . ..: a % .. -3 '1'1-. ; , , ': ! I I' j ' . , , r 1' 11. .r I. r.: ' l ; (r I P i , - ' ,r.,,Fa,rm,rW411fllii� .Y"•iw n �,,, r; . , , Iiii� It aw.w•. '�,� urw,ww,w.,ww�"a....r..._.�__._ '1"'1'1:'1......-, ,., .,' ,. w+w.r,,....,._�.._ ,r.�'rrw.' i�1�IIl1Yriiil�ilWYgC1�S►YIYi _, ,.:;:` ,t++'-' ;f , . 'Y.v IF -.r+".Nib"„` ykdi y{(w7d.."...11 ,”; ''. ,Wail ""Tp"W -– — I 1W I , 11'1 I.r , , , I , i . . I , , . . . : I . , . . ' , , , ,., . . . . . , . . : , , ' � � � � � � � � � � ' ' � ! � ' - t.! , 1 1 I'I i 1 � 1 � ! I I I.! 1 I I 1 I 1 ! I:I I:I�I,'1 1�.(.t.1 I'I 1.I'I�.':i•'I'�'I.I�I�.1.!1'1,1'i ..I I'I I ', I :.I 1 1 1.1 :.I' r 1 ! 1-I i.'I i I 1 I I.I:I.I ,: I i.I I I 1 I•:', I 1 '� I 1 i I I '�. '.,I T. 'I.1 .. I I I.:,.I ,..: I;:'. I..A I:1:1,Iulilliall'i'!IGillttl::11NI 11'11fM111:111UIII[till l:elli l(1AIIII&11111:11.1111WI.I Alil.&111 1 :'"A 11111,•1 I,11'p:L 1,+1!Ilii'111:1111!%lill0111`j'l""""'l1'll't'l+14%111,14 4,IOU:41,14,i4t4 X4.4-,-d ,.,I,li...i;-VAI _ II GENERAL NOTE S 1. - , 1­7 PR0JE CT DIRECTORY OFFICE COPY ::k �' 1 CtNSIUN 6 WfY.w ' ...,c4 e U1VI�•liN G CUNIKACI RLQl111tEMLN15 � I, 001(yJ Coltroct Fo(m unci Bods shall be determined by the Owner. 0ocunicnts by the AIA a equivalent stioll be used. 061 UO Rough Corpentrfr Structural and other fr•arning IurnLer shall tie sel,­Aed according to the requirements & UWtll-R. VIAL & PRAM INC - HOA PRAM '. '.h '_ � 00200 file Documents prepared by the Architect & Engineering Consulinnls ore intended to es:cbtish the entire scupe recommendations of the UBC )nd the Western Wood Products Association for eocti location anal application. Material 7000 SW VARNS STREET � � r' (quality and yutintity) rd work required for this project and fix nhtainklg permils; howev(:r, the may not :.hal; he. Dauglos Fir/torch anc shall be free front defects that could compromiser the integrity of the completed in;;tolletion; r IIGARU, OR show over wuutilial at each typ;((if condition defined Ly the yenerul scoi,e. AIi'aw for and prollde c,xnpiete 19% muximorn ncaislure conity I. Provide blocking, bridginti (Ind backing for fire separalions anti struclurol brocing , I installations whether a not hilly WOW of specified, and assume responsibility for applying the general , (503) 591-2425, (5,13) 740-x)125 ' requited by code and fa Insta.ln ion of cabinets and fixtures. Install preservative treated material in contact with scope to till oppropriate fipecltic r:ondilions encountered In the event that the dcu:(unerts (are unrear m; to the " `a i I_'+NART ' '� c(x,crele loisls shall Novo mrdmurn 1 1 be(xin nn wood and :5" an cancfate. Beards Shall have 3 minimum benrino r c e'j''j'Y(��TI�A�� GORDON STRA.U. i s intent of rhe Architect ca Lnylneer, (x should a subsituhon wr o specified product, syst(" (x assexrlbly be requcstvd, /-" g ) ARCHITECT: SiENART GORIzON )TRA , T '� life Archileol of Enginaei shall be notified and the clorificuti&it rut suhblitulioln slulll be issuer[ irl writ nq. The Architect Ill all cures Notching shall b,r limiied to loculi(xls arid extents allowed by UHC. Pnrallel Strand Lumber (PSL) mernbers U (,EE TITLE DOCK FOR CON(ACT DATA) �(p�pyled� .� "J.. AkCH17EC t A lrgireerinq Consultords home relied on information provided by third nortles (cur the cumpletlon of the doc:umEnts and shun be Trus--Jaast "P.arulom" or proved equivalent with Fb =' 2900 psi minimum and Fv = 290 psi minimum Frarnin Conditicsnal A '� 1 70 5W CHERRY HILL J i ' fY Plw'11�d..»"...w...« ... :;;hull be hdd harmless for error, (old onliasions of others not ur,det their direct LOntrnl (1111, super vision. c P 9 STRUCTURAL FNC,INEFR: C. K f:NGINFFFrifiC I IJKE IFF �: Faflkaw.� C l A1r'FRTON OR 01'/00 hardware sholl be ooucts rrlanufactufed b Irrt ran or approved equivalent. Plywood sheathing is Ilre basis of the design, «»........,,,.. Pr y '=• P aPi 9' Yw 9 9 r 00300 Lontracto►(s) represent; that he h;:� visited the site or otherwise faroilionzed hlrrrxeil w 'i USd having equal or better structural values may be substituted. Leased stiuclurol lumber at interim and exterior shall b� 7002 SW NYULRG fib. �mh1Yv AtU"W.w""""...".—. 503) 072-•75 ! % (VOIC the existing C(Indiliols sutflciexltly to include ori required wank, exrepl that work deptxident upcxl exposure. "Satinet 5iruclural" whore 1ran.parertt a semi-tronsilarcnf finish indi;ute[i, where apuyue finialed, rnuteriul otos br Uf/1.. 1t1ALATiN, OR Add mbar r (503) 6'72-780, (1' of corceated conditions; foilure la visit the Elle shall not relieve tf a Controclar of this respormbility. (:ontructor(s) represents that t'e ras reviewed, qualified and rssu,nes respcxlalb!lity for ash yuolutforls from (FiOS) 69? 5901 By:�—D": """'. s@s-5trau5.coni (e-mal his Suhcarlractas crud 5upplirrs, ,riducing determination that they h:lie odequately farniJarfred thernselves 06200 Finish Carpentry, exterior wood trims shall be Cedar a preservative treated (non--incised) Fir. wilh the existing conditions. Intelial wood bions shaill be verlical grain fir (where: stained) or medium density fd,erbarvd (wh(:11e painted). CIVIL ENC.IKt.I t tiARKLR ENG1Nl.F.IisNG - NORM ftARKLR (X;400 Contracts(s� are to be ra gislrre1 with the Stnl(: of iAerlrlr, bonded ufld insured as �� D ASC required by Oregon In;r and the Controclor's Dcaid. loilure !a nocel Iriis iey'rirerlert shall bt con::idered a 1N14`�tON 1 MOISTURE. f ROTFCTION ( 0) F'y9 �2 ' G breach of contract and grounds itaa rnmediole removal rrcm th,: prnjrct site. I'ru'ri'.fe copies 1;f bunds, �� �/, uertificateb of insu►unce and licensers to the Owner prior to elaltinq work on sill,: Ca►tracta;s) shall c,Irnply 07100 Vapor Harriers: In:tall "fyvek" or 15 building paper behind all exterior siding systems; .SO# building] paper under With all applk:ubl(• tabor law reyl,rreirents. rootrng; b ml) polyethylene sheeting under all inferior cricrele slabs on grade & above second floor ceiling tape oil pints. Q- S1LWr1R1 GORUCN S AUSrn 00500 Iiiii shall not begin un'il issuance of u notice to proceud; c.(xlstiuctiaxl stud ib unlicipate(f to be", 07200 Thermal Insulation: Fiberglass bolts in width appropriate for cavity being filled; typically R-21 in walls. R-38 or � 13�wk' `-3 during the rnunth o, March, 2006 far purposes of preliminary scheduling R­30 at roots & ceilings. Rigd polystyrene of polyisocyonuiute boards tit slob ort-grade perimeter, typically R 10. Mudsill / Y P p yb p rr P E 1:� M I T T N G D A T A J,�PURiI nN URtcUN •� window door seder rna be srrni-ri id foam ca foorned-in- Ince til t er,e s til Irethane. (x1600 Inc: Gwnt; will reyuirr, beneficial occupancy (substantial completion) of this prujer.t by a onto la be stipulated �/ �C" in the Agreernent, which will be used to determine the dolt by which the Owner's current offices may he vacated. 01400 lite Raofiny: Malc.11 roofing ail a:islini; building; if identical material is riot ovoilable, pilovide somples of matefiol q 'h v, I`allure to meet this date may re:allt in a..tuoi darnages to be deducted from the amounts due to the Conlrol.tur, c.osest in appearonc�, Include flashings A trims, and instill to qualify for maximum warranty avolloble. PROPERTY NZL: 4'1!5)1 4.;i f. /� fir, Q1 � rh 01WO IlaWrig;s & Acczssoriers: Sheet WWI and/Of Vivi t, including roof edge;, gutless and downspa,ts as shown on drawings. OCCUPANCY Ill ARIA ANAI YSIr EXISTING & PROPOV-_0 6UI101NG S CONSIDFRED UNSEPARATED SINGLE BUILD!NG - CONSTRUCTION TYPF. 5B ;; ,' DIVISION 1 GFNf.kAl RF(JUIRFIAE:NTS „i IluA` 07600 Siding: Talyuu and groove redeir boords, nomiridiy 1 x 4 size, installed voyli(ully tit tgpical wolfs. Other corlfiguratiors M1F.A/IOCATIO!J EXISTING PROPOSED TOTAL_ OCC DgOUP OCC FACTOR OCC-EXIST OCC-PROP OCC-TOIT,M. ALLOWED AREA DEFERRED and trims ore shcwn on the arllwings. the design in(ew �i Ito match the exi:,ting building. IIASLMLNI U c� 1206 SF 1106 Sf St1 100 SE/OCC 0 13 13 9000 SF VirtScpriiiWat 01010 ''scope of Work: The work includes earthwork, concrete, homing, exterior end interior fnish, F1ro Alarm � • mechunicol and cdectrltol, and miscellnru:uus work for the pwpose of r.aastructlny o 1�aw low office Lulding FIRST FLOGR 4800 `iF 12(16 SF 6;)06 SF 9 100 SF/OCC 48 t3 61 9000 SF 'O located at 1000 SW Vorns Street, ligord, Oregon, as described b f these drawing. 07'900 Sealuots: Install at all exterior openings and pints created by the' work under this contract and Mechanleui ... c where spr(•il,calsy indicoled on I if., drawing:,. Maleriul shall tie urelmne, palysulli(ie a silicon unly, in color SrCOND FLOOR 1800 SL 930 SF 21.50 Sr H 100 SF/OCC 18 10 4n� �� r- � ; 01300 �uhmitfals .arltraclnr(s) shall a usemble tuuch product data, sumules and stoop drowingli as r fired matchir►y abutting materials, oc,:ording to the ntowfucturer s recommendations for each condition en,:ountered. TOTAL. 6600 `)h' .3342 SI" 9942 SF ,.. .- -' >*lumbin� a(�[ 66 36 J2 �P�Ci� �ot�o�i �:.CTfON dli ' Bteerdc.t .G C toe propel for (j tion of the work. the Contracts shod forward to Lha Architect fax review those submittals 'STORAGE OF FILES (PAPER/CARDBOARD) State 0' Ora of, S:ructufal 5 lBClalr ' TFC F�'d^�^It e rioted below for general canforrnuncc to the, Contract UncurTtertis or fox sr ecliun of si,ec:itir latter; ls, finishes _ - r ENVISION B DOAK, WINDOWS, HARI WAfrt AND GI Ars FIRE RESISi1%. CONSTRUC110N: NOT RLQUIRE,D FOR OCCUPANCY SLPARAIION OR FOR USABLE SPACE BELOW FIRST FLOOR Concrete and ftuir,7urcin 8teei '� r I or calm., frlam u range defined by the Contract Documents Submittals shall toot superceda the require' r of the .'ontruct Dwuments unless a Change Order is fequeste'3, opprorc:d do executed. g S I M 08200 Wcxxl Doors: Provide solid sae. end solid wood glazed doors munufoclu11ed by Weyerhuus(x or appn,vca equivalent. FIRE SUPPRESSION SYSTEM SPRINKLER, : NOT REQUIRED 11.11 � I �� � L .,. Fxposed faces of at: doers shall be {dare-sliced veneer or solid vertical main Ili, suitable for ,stain finish. Provide oll doors ( ) y Q..',tltt inatalfed (n Concrety z 01400 �ualit ('nntrr!; AN work shall conform to the requirements of the Inlesf e(Pion of the International prehung in snatching wood Irurnes & prepered for all required tiordwore; undercut )/4' mail (verify with IIVAC), ; ( ..yr Wilding t,'ade 118 ) and the strictest industry standards '.governing the quality c,nplwoble to each p,tion of FIRE ALARM SYSTEM: LOCAL ALARM AS hLQUIRLO BY FIRE MARSHALL; DEf f.RRED 1'CRMt T SUBMITTAL BY INSTALLCR/DESICNER REQUIRED 17 Spacial M4amenhResistln0 Con.rete Fr:l�rne the work. Ina Ow"rl:r shall apply for the Generul Huilding Permit, Incsudfny olll,llc6oll lee, the &;f1cral Cuntluctor 0851)') Aluminum Windows: Provide winairin as :scheduled un the druwir:gs. Manufacturer to be seltcled to vlosely rn(.L1I winduws F { SUBMITTALS: OEf_R tE[) MANUFACTt1REU 1l�Sfa AND BEAMS, FIRE ALARM 0 P.31nforcing Steel&prestressing Steel 'ena3ans il !,hall pay for the General Building Permit and shall apply and pay for all specialty permit:, (mechanical, electrical, plumbing, at the existing building, with modifications to rnet;t current codes far thermal and wtructurol performance. E and any others stipulated helnw s requlr(:d by the jurisdiction). the General (sttraclor robot[ provide continuous supervision 0 Structural Vbaiding . . ' ' r I , , , , I , , , , , of lFe work and cnardmntr the efforts of the various subcunhaclors. I:or.iracta mull identify and expedite corection 118700 Hardware- r'•ovide operating devises for all dwurs as shnwn in Hardware Schadules c>rl drowin(15 and ns Icdlnws ,i' of work not conforming to the Contract Documents tx having deficiencies in workmanship. Cleanliness bring necessary All locksets & latchsels to have lever handles. All ex used ho(dware to have `satin firu s i-•► PARKING PROPOSED: l � 0 ^ p s 0606) Inn .1. Mtinufu[lure 11cf.Klh1, AUTOS: 8 Si A{:CS lNCtU01N(; I ACCfSsiBLI do 1 COMPACT Niph�atranflth Suiting for qurrhty workmanship, the Cantrocta shall provide for reyulur rolleclion and disp„sal of all trash & debris. [;stud in schedule: on drawings ore intended to eslabliah required product quality any subsiiluliun5 {crc,prlsed I,lusl he BIKES: 1 SHORT TERM - 2 GOLI l ' i '. L ARD I.AeTeS N t Al1KlNG Af?f A L7 Structural Ma�arry 01500 Tempixary Foulitles. The contractor shall protect erisling conditions do rxxnplated portions of the work and stroll take submitted to (tie Architect fur approval, BIKES: 2 LONG TERM - STORFD WITHIN BUILf)IN(; INTERIOR ,�' measures to restrict passuge of dust and debilis beyond the work area. Temporary power, heat, water ui.d tMephorle, C7 Retnl'orced t3�psurn Concrete and n field office shall he proviaed by the General ' ntroctor, 088700 Glass: At interior ratite glazing, provide clear float glass sullable for instollnlion in wand slops. AI exterior windows, provide tinted inxllalinq glass units, with tempered glazing where scheduled. C1 Insulatl»r�t:cncrt}la F(11 I 01600 Schedules: The Generai Contracts shall prepare a Schedule of Work Progress and a Schedule of Values [ , .- I prior to exet.utiun of & for altachrrn:nl to the Agreement. the ilafurrraluln in these two sche(?ult:s sholl tile coordinated In V 1 C N 1 Y �� L Spray Alpis(fad Fire-Resistive 111ate:lals facilitate evaluation of progress and completed work, (Y for review of payment applications. These schedules shall be UIVISIUN 9 IINISIu.'i (3 u dated periodically to rt Ilect chun es In the duration or O Pilings, Drillod Piers and CAf r;OnS I P P i 7 sequence of wok. p9y,i0 Gypsurn Uryw;lll: Inslall interior gypsurTl board, inducting all trirT,s & oc;.essorley. Maletiol is Iypicully 1/2". Z FA 01100 Rec:crd Documents: lha General Contractor stroll maintain o set of Contract Uul_umrnt:r far the rule � ,.- Q SI,Utcrote os -• provide 5/8' type 'x' at cundiliont requiring fire re.i5live roliny where rioted on dr(jwirigs, Include rnetol or vinyl carrier and edge purpose of recording "As built` information,Pion, and shall prepare far the owner o summary of alt product mouldings, tape, joint compound,surtace texlum-ig and all abler cornponents requifed for a complete installation. locations Infcnna'ion, warrantees, nporotitxls and mai,itenonca instruc►ions, directory of subc.ontrortors anal suppUers, deli,1noted as "fire taped" or "roiligh taped" must accsnmodclie ci1,I,iied finish mole•cials. Ilse, moisture resi0mit board at interior 117 Spacial Grading,Fxeavation.:nd t=iding and other perlirent infa:mation. IcecaFrons adjacent to plumbing fixtures and well applfanees, f'ravide 3" (hick x 3 pct rninerol wool acoustic insululirxl where shown. C, $mo W 01800 Warranties unJ Guarantees All Ca}hactss, Subcontract ors and Supplit:rs rearesr±nt that they will make U9)00 file: Cercmir., quarry on rsrechans and ndjustrnents to ruts of the wnrk nal performing in the manner Intended lex a mlmrnum peMlod q y d/s stoat file flooring and wall vcneor. Moor mathrird ct rn grout; wall rnateriol thin-set with d QtherlVMVEQ t of one year following the date of Substantial Completion. Additional time perioas are fluted in certain sections below. adhesive. Owner to select products. tet 1pT 7.0„11 Cc Z I t__ t 11 - .�.,,.. 1 01900 Payments: Unless modified by Owner's tending institution, draws shall be paid to the Contractors) 09400 Resilient Floorinc N Base- Install 12" x 12" x 18" thick vin 1�'p� � F- 0 i / >" 1V1;,. i," high rubber bast where shown an drawinrls CITY OF TI(3Ah(D r^ us stipultiled in the Owner •CsI(rocta As�leement . I'uyinenl will be mode and°; far w;;rk completed in place Owner to select products. 13UIWRaOI)IV'15lO� VJ without deficiencies that preclude beneficial occupancy s use of the work M1 , 09600 Carpeting: Install commercial grade 28 oz min nyfo n, acrylic or other syrithelic fiber with backing for odheaive installation, U) A.L..! DIVISION 2 SIIL WORK Instal! over 1/2` "Hornosote" sound board & pad at second floor. Carpet pile to be lev(.4 loop. Owner to select products. 0 � Z �j 09900 Pnintirl � `✓ ALL WOrth: IN THE F'UEiIIC RICHT OF WAY, AND ON SITE GRADING, ASPHALT PAVING, DRAINAGE, UTILITIES k FROSI(1N g k Staining: Finish all intens and exkeria surfaces not pretinirihed cif fini,tned under other Divisions 0 < 4< - . CONIROL ARE OLSCI2il3L.0 IN DOC'UMLNiS PRLPARLD BY Dl[ CI'tAL LNGINELR; UIIILq WORK IS VESCIOULU OLLOW, of work, s permanently concealed t►sn new. Colors shall be selected by the Owner from manufoc:turcr stol�dord �>5- colors: pointel shall allow for cut'-in of two different colors or glussrs on each surface in all locutions• Int,-rior T� `" 07100 Dernolilirn: Remove all existing site conditions as required for new iii ircludin huildin , utilities, paving, point materials may be latex acrylic or alk eggshell loss typically, with semi los:; oil based enamel required in �A Y 1 Yd it 9n9 for F � `, a: I public right.-of way sldewa!ks de curb cull, trees and shrubs. Leave site (.lean & ready Mr new work P g bathrooms and other wet locations, �:rims and accents, 1 poem vapor barrier rating at all ceilings. Exterior painting („ shall be alkyd flat and semigloss at all wood and metol surfaces not prefinished o stains d. p D �^ 0,1200 t.arthwtxk for Building Construction All foundations ona slabs shall hear on undioturbed ntiliv� earth or (In SW vARhS STREET z 0. :�: VJ crnpnclea granular fill, which shall be 3/4" - crushed ruck 0 95% maximum dry density. Excavate for building foundatio s I]IVISION 1U `.iF'Ll'IAL LIES It, devcrl;ons shown on d:awmgs WluKe existing cordotions W!lowiny demollitan are lower than required duvutirm5, 1 1 1 _ or where hcarinn C:CL,Nxt is not native moteriul, rema�e nor nCtiw3 material and place compacted granular til in v" max lifts. IUBU(I toilet Accessories , LLJ shall ba selected by Owrier for each bathroom. Provide backing for mirror, toilet z / , f.xisling (.lean material excavated may be starkpiled for bockfilhny around the perimeter of the building only. ppaper roll holdef, towel bar, shower curtain lad or glared enclosure, and any niher items. Grab bas and fir' 0 h + 0 andicop mounting of accessories, k 02600 landscaping: Nf iii:lied and installed b; Jwner or under separate agreement. q LL L 0 029OU In, ation: Modifical'oi :I existing )vine:► s under tieparale agreement DIVISION 11 EQUIPMENT All work of this Division to be by '7wner 1 y g :sy+tcni lu be praeidcd b, + 3 0 Q to DIVISION 12 FURNISHINGS All work of this Division to be by Owner � — INVISION 3 CONCItI IL Cr!ViSION 1) SPECIAL i:UNSINUCIION No work in this DKIsion C% j 03.5Q0 Concrete: Foirnmok, reinfnrciny, premixed concrete and all necessary a,;cessulies for Installation of Slabs, loulings, walls and other (eatares shown on the drawings. Concrete shall hove a minirnurn 28 day DIVISION 14 CONVEYING SY'iLlil No wok in this Division; Lanplessive strength of 3000 psi (:c500 psi 0 slabs). All concrete shall be reinforced as indicated; rninimurn 11einforcinq for temperature as recanrnended by CRSI and ACI shall be uo,erwed cAsewlime, except DIVISION 15 MLCIh1NICAL whore building code permits concrete to be installed without reinforcing. Reinlorcinq bars 401 be ASTM A615 1541x1 Plumbing ,systems rdnall include oil piping, fixtures and equiFmrent for a complete system. Hot and cold I" yrode 610 conforming to ACI 315, 318 and SP-66, splice lups minimurn 30 diarnettxs. Concrete covet shall be: water piping shall be type 1. or M copper, insulated per UBC Chapter 5,3, and per UMC and UPC. All sanitary /\ Conc:rele against earth 3" and vent piping shall be nu-'hub curl foal or ABS. See. Division 2 for site utilities: writer, gas and sewer systern 11111.y i Forrne(! concrele ngainst enrth ?" piping fran building lines to correction at public mains. Conceal call piping and provide all fittings, connectors al„I I 'Ion+llf,Iclullnitr!•'crLlHrNleln,c'Mf111.tlwcl,f4llNlr 11 ` supports for a complete, system, Writer heater shall be gas unit not exceeding 24” in diameter with cl4aacily Exterior faces of exposed walls 2" n I f `...•►�V '' 1 appropriate for the number c fixtures served and as selected is the Owner, with drip pan ond.all r(:quired fittings �) R A W 1 N G I I V L [ X �UMl�7�R V � Inllrris facia of exposed wall:, 3/4" anal connections. fixtures include. sinks, lavatories, wider closets (1.6 qpl max), faucets (25 spm roux). To tap of slabs on grade 314" 15800 H V.A.0 so, on) shall be designed by the Cnntlnctor; the Architect's drawings show the location of Woven w�re m1:5h slab reinforcing shall c:anfunn to AS(M A185, use mottos (not loll,) vii' . :_, s equal to two grids, equipment (aid the assumed routing of cuctwsk to serve the conditioned space. All ductwork to be concealed. C- AVY"M DATE Basic system shall be split--system a•I► conditioner with gas heating & economiser mode: controls shall include AO GENERAL. NOTES, DIRFCTORIF S, CON COMPHANCF ��� t Grouting Use next-shrink mix with 28 day conpreq�,•e strength of 4000 psi Use epoxr cement for programmable lherrnastot. Contractor st'oll advise Architect of adjustmernts required in framing to ucc[xanrnodatP _. _. _�-_--._ Al 51TE PLAN (ARCl1ttECT1.IRAL. REf CRENCE ONLY SEE (,IVIL f OFl DE rA{LEf) IN!`UI�►v1A 11C)N 4 NOV 2)00` 11 insta!lutirn of unuhars turd dowels in r:amplrlect (xxlcru; thN (luctwnrk prier to the congdelic:n of hr fcnrndatifxis. Minimum air volumes ra:yuireri are shown on drawings � I---- --- � �, Provide exhoust ductwork and woll/roof caps from exhaust fans (fans provided under Divi,ecen 16). I Shah Talractnaes axld Fin11hP.9: A/ �AJE:ML:iJ1 FLU01� PLAN & SCI—!LDl1LES, STAIR SEC TIONS All interior drabs shall he installed level with a tolerance of ?/fi` in 1G, with n rnaxirnum varialian from stipulated DIVISION 16 FLE',TRICAI. A.j FIRST FLOOR PLAN & SCHEDULES RMIT ---.-- All Noor devotion of 1/4" at any point; finish to be "hard trowel' except "rough float" 0 the recesses. 1 _ FE'E3 2006 -S 16400 Puwer systems shall be desigrn:d by the installing electrician to meet o exceed all applicable: ,� __ _ _ AN exlafor slabs shill ba installed with a minimum, corlsistt:nl stupe to irlluw drelinou)e h prertlll pan+tirty, w ih a codes, laws and regulations. All work sha t be done by licensed electricians acccddin to the highest indl.rltr A4- I - HEDULES 11 DEC 2006 S 9 Y ..E.,OND FLOOR PLAN & �C _.__.�_ ...-..._ �;; y �_.�_..._ _ . . tolerance Of 1/4" In lU`, Ilex) CUrnU10lIVN,; finish l0 b9 b(o)omed CM a!i Lf(!tefln1118J Illldef Section Q251)0 Ut1UW. rind the most Current ((fglllremEY11$ of the N1111rx1Ul i lec.lrlcal Codd anti ilny :;tale 01 tarsal[ rUdRs; all CIrCUIts gholl be megger tested fox continuily prior lu tiring cin; all circuit raceway and electrical equipment shall he A5 ROOF PAN & CROSS SN TIONS Re°luirenlerlts for site concrete work arc defined in the Civil Drawings properly ylaurlded arid all pani4 directoHfes skull show the circuits and eli lc:ol foods, Vetify proper ' CAN3T, r operation and function of all circuits and crevices ail Corr° •....._.....--_.......-.__-..............-._.-.._-.,..-«..-'1'1 '1-._._ . See `:rtructwol drewNngs for uddiU[xlal reyuir([rinents P d .cl any drfficienries. In addition to the above, A� TKANSVrRSC e,�ECTLONS & DETAIL.) r-- conform to the rtquirtmsnis of the following- Ul, ANSI, NEMA, and IEEE. The electrical drawings show the desired loyal i of outlets and other deuces; circuiting is not indicated except for lighting control. A/ I -.• EX1E1�101 ELEVA rI0NS .__-_-_____________ DIVISION 4 MASONRY (No wok in this Division) 16500 Lighting fixtures tare shaven int lhc: dluwiny:� for yr,�teral layout and curllrnl only, Th Owner shah - select sperAlic fixtures. All fixtures shall be UL oplxoved. furnish and install all boxes, trims and contruls A� SL. 'UND FLOOR ELECTRICAL !' DIVISION 5 ME:IALS necessary for a complete insfAlalion. provde all lamps and lenses as required by fixtures scheduled. Lamps sholl be lot life typo,. Provide 10X � __ __��____ __._ ? P 9 m spare lamps of each type. Cantrlictor shalt include a fixture A9 f3ASE_ME-NT f-LOOR ELECTRICAL ; 11 (15`_'00 Metal fabeicotans. light structural and miscellanecaus assemblies nmde from shops(, plates, bars, allawoncN, to be stipulated !it the bid and ayraenient. 11 strips, lubes and pipes, Comply with AIS. stanrl(uds fix components and with AWS standards for welding. Tc� " "r Galvanize exterior exposed materials per ASTM A1ti3, A;TM A123 and ASTM A,386. Materials cor*pletely 16700 Signal and misceNaneals elertricul systems will be under separate contract rx fmFiistioad and instntled A10 FIRST I-LOOR ELLC IRICAL ' �'�ET �-E by Owner. Contractor shall include this wori on his schedule and shall be responsible for coordination of this rr,clused by wrolhrrliyhl c xlalrucliuli rang be shop primrti only. I obricnlc a5serrtt,li[ to the g,,:rce:l ,, ;'fit work with the other work of tire project Theses tarns include, Lalt ars not liniiled lu leleahone Ac recur;[ . Y� f y GENERAL NOTES lwsyible prix to galnxlizi•ly s shtlfi priming. Golfvllniztrly of shiap p11irniny drxrlag(:d tsark:y r[xlslru[:liorl stnall S1 FC)UNi)A ZION & FfF�S i FL(1C)I� FRAMING PLAN, S If�UCTURAL NOILS 11 be touched up with c[x►ipatible raatirlg rnalerial. Include anchor bulls for both steel and wood structural G�REGTC�RIES members. Fxpon9ion nnchtxs havir,q ecl[livnlent tooling rapacity may he substituted at stnitturul conditl(xns 5.� I 11 �al.C;OrJI� FL-UDR LI�AMING ("aL AN UI_ �AII_.S +� 53 ROnr- �nir r I' SHEET ,# M . PAI , . t EIZA .,� L o,L C-(All_. � C P f * Ilk r' C I AO IGS, t ICIVIL DRAINGS INDFXFP ON C1\11- COVF'R SHFFT II �' I ' , ,, , 1 , 1 , 1 1 , , 1 1'I : 1 1 1 , 1 I Int:llilli!IIII!dtlllllllilll!II I I 1 1.1 1 1' I 1 II I ,M1.1 'r '+ r I.I I I r .. ... l"1Illt!u I'I, :'I'I'.'I. I 11 . 11 1 11.1 u, , 1 I 1 " r , 1 I, ,. I 1- I'I I r 1 r 11 .1 l .I I I.' 'I r. 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JL.IIdIIUn.ll: {I1JllhllltNU1111UlUtUlU9UU.lII1711111UlUlU .. :. � .I!it,fit u:UtUIt1UL111'i11NItItl111UN1i11UlUlUIUIUIIIIuIi{IUlUUlfl�lbllull'. � CII!!II!flNl' u ' �,�:' :bra'••, � '._...E..r,,� -f" Xt FTN f LR BOTH BLDGS �\ O -- D� �i STEWART C:URDUN G'TRAUS 318.23 2 Dum �' Aster --,1 �j tlO �� it AI�C'riI"ftC7 — 4 0; 170 5W CHERKY HILL DR, MAVERFON, OR 97008 (503) G72-75 l '/ (VOICE) ,N r.;1 (503) G72-7806 (I-AX) / In In ul In ill in 111 6f) it) in In in Un 11) v • 5 r �� r t txl5cing Handicap Ka �0 6a0 a0 ap ap a0 a0 a0 ap ,iat� 4J ap a0 — / °'+2 - . X ?< X x I X x x X x X X X x a( t( :, - Irk in in ►:� �1 ! In 1 In Itl ul ul in in in03 —77­ / STEWARI CORDON S %' AUS sy 1' PROPOSED PORTLAND, OREGON S , 1 BUILDING i Stop 51,3n -,� Legend: `�� 16(12 0� J ,,•.i :/o!Ni1MM'!1r I.N'INaMI!NN HIHN YNulwwt WWWIi+� / ,SW KIQ 11 t 6 X 7 Concrete f ad — i ' for six-bicycle rack.k —\ �` N� ' ►n ►n in inWater Meter Driveway, 91de1valk, and pad all flush (L x x x x 1 ; ' t .a in ll) ill ►n k, Storm Sewer c6 c6 C6 ; EXISTING ESTING BUILDING n -' M - 236 45 Fire ydr Mint I ! •� ING INLET H Yt `� � ' .X•' �- I 7000 SW VARNS STREET -`-'__r,� � � � �/ Power (Electrical Box) i ,r�' 2 [/ Existing Septic Tank 53.25 �- -s �► ......23'-1 1 1 111 G" ~, t Y �\ Existing Electrical Meter a1111116 - SW � � �' M, � � Sewer kNIJ h_M 1 /Its/1/ — . A SD Storm Drain z w 6 ai Electrical F-- WT - Neater ----- -- --- ,s - � Tree ;II C9 U) l� z z EL w \---EXISTING INLET f� Shrubs and Bushes —� >v1 `'1' = 235.39 Nl�7Tf: 5tf CIVIL ORAW1'NG} rC)I�' ,�v1�II1(:�N1 �1Ir yr?A11 MENT _ - - —� --� 00 Q _____------ ----- _____ - I �.. wlrE PLAN $$.47. _�.;__,_;___.____ () 06 I A. I LL' p 1 I C) WATER METER POWER LINE i i LL.. SIZE = 3/4" •- f A l- 0 FIFVATION fig? RAIL P05T 0 Av­ ! MRlC)lZ K'A1L OP'fj1JILL?IIVG � I Cr 51-04 X O f.A1L PROJECT _ NUMBED: Q5� f � t'�USt._. IYC)M� .k E;PA 51l.)l�Ur 4 X 10 —� DRAWING DATE ��r'9rAC:1NG A�'PRU.Y H. 'CX: rkAVIM(; (71 IP PA WOW (V LA!i10 Mr.9T 1X*C&:3 ONI..y I � DESIGN _.-- - 2005 PERMIT Ilk- CONST. ;. fi ?7*PICAL SECT IC)I1I __1 � ._...__---- ------- -- ---- - _._. _..._. 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NOW 50AV wt� 4 DfAVEXT—ON, OR 9.1005 - � S _ 3'17_ T-0' 1 ' - I NONE SCWD ( 0 ) 672 75 17 �\ Io 3'-0' r4 �- -- _...--- --- 5 3 (VOICE) " 1 NOW. 561m Wp 5 P — — 4 I ( 03) 672-•1808 (PAY)7'Cr I 7' 10' 1 314' I N W 4 - 5g5Q5 5tratjs CQr11 (c-rrod) _ r�fS' 1 5(:IAN WU 1_ --�.-- - �• -_-- r_�------- __13 3'-0' r•U I V4 1 -NONE A r - a ';' NI i w_ 14. _3a �� . _. _'_. �NONC - SCWp 4_ y I utt,ti"NAIL=uerrr -: - '-- - I I I I 1 -- L qll -----_- -------- �• ----- --_---•_ ___.--_- _--_ ...._ `� � I 15 • 1� :tlr✓N A19OV rXX�IQ 3 d' r17 I �ti' 9NOW SCWD WD - 4 i6 _ Sia r'a i_3!e' 1 ► _ %WD WD 4 zlqlq�1EWAR1 0(IRDON AUS`- (,''� 17 3'-a T-0' 1 30 1 NONE 3GWD -WU 4 -- ~1a- 347 r cr 1 3tf5' I NUNS 9L11VD w[1 4 _ -- I ' _.. r 0' --- — -- U/-I'lC£ qi I __--__._ _ -- __ __ - _ CPI POk 1LAhD, OREGON N _ -._. __- -_ ____ ____-_-- __--- -----•------ 1601 FrIC� -----� ------"----ICT- N 4 � � 1 ''O' r a 13b I- NONE 5CMD wo l_ AM T 1: I _ VIA ON3 t NC1I II rl _- --... 50110 CORE Wl)00 N"Dr y/�Opp HM: IIOII OW METAL(r•-ORA�EU STCEIJ I A_ — u SCI N I -I II I it , 115 NII � n U UM/NATrn fxrT - --- Y� :5IGN ON WALL \ _- - L6 /�- 11'I%N 1 N WAIL 0T :r t i �, -{�-} �' __ ',• ;' III '-----� 1 1 - 1/44 3'-I 314" I O' 0" ___-t„µ _.._-..-11 I---- ----- N l 14 or- Ni I - Lyj — OFFICt �I I ftu5" _. — NI! r� - J.4N Ifl v q11 HARDWARE 5Gi11�_ DU_LE N Of�IC� I I I VI r - - I! HARDWARC c (lUf NUMIkR "_ _ 1 c 3 4 R�v1AR,f5 I/r.PK Iwrrs . sTANL.Y-4.5'tfAll TifAkING • • • • • • srAlNltSs 5 `iHAF7 •-i q1I rEtl txrERI�R tNTRYI(X y15ET• 5CHIAGf D53PD • OFFICE tf)CW* 5WLAGt-D5rTPp---____-_-•.-' _ _._ - �► _. N ( c 4 ,. _ , � �rc.>P,o,�r_wcic5rr sctu�cr-oeoPu rl < � 1 _ �. NII o SftlAC,t `UDOPU _-- ------' _ • • 51AINtE555Ttt`I. -- _._..._._.__._____.__-. n , nl -----t�--_._ OFf'lCF v �' 1 _.-------------- PRIVACY T -._ _ • _.---- -_--._._._ woil srt�r• — Pori 0 • • • — ilTt IN'3 ALIfD • • Dt WHtltt C405LR T ._.-�_ MI k' SH�1:•+ttUlU PF.1AK0 ANUDI7tD ALUMINUM _ • • _ ,_•._` I, � � �-- ® I m WG1T!1: PE-ti11V0-VIIM SCAL -- • ® I '� � V NII -d(7atK LCN wnn yTOPiC105 A f UNCTION • • • • rn W f rF r� IrttCXJFi' I '� I NII ���•--<< ...._.____� __�___ - �:_�._._� � AU LOCK5'E751 LA71,�t5ET5 TO'U'JE IDER HANDLES r r---- NI I Z WINDOW 5CHEDULE a " j 1. I �-_ . I –_–"`--- ._.._.•.__.____ _—.r___. _.– ..------_..__..__._.._._ - - _---_ �, i nPe I C+LAgS fWu� : wVl►W/ W It TYPE` VfNr 517.E MAT MAI' REMARXS .-- i _ --- III I 2 0' r 10' MXW- rt'Mr'P T 'I,1.. L __ REU NONE NTgINSUI ALUM U-0 x r-0'WD TRANSOM OVER Docs 4 5IoFu re., 2 A'-0' 4''b' X•0-X 5LIDkR (2)2'-0'W TNIDAN511 a.LIm ui � `�••/ ' - -••►+--- I NI1 3 3'-0' 4''h' FIXED W)NC TNTI)IlN51A A,,UNI 06 1L 11.1.UMrNATty FktT f,4 NII � � r'' ILII !i i LlA^i'WAi!J7 1`k71 _._ .�' 2^ A(;Ci`.ti.'ilf9rt`,9'Tfc;!!tft,F NII I Ah[!l t t-C.�CIh' -_- _ - OkYN,CING?Of�NTAlN�� NI I - FGRt"55 LIGHT/NG r0 1 7 T ) , I I (�A � .._ ___.___ _ �I I 1 , L D(TERIOR WAIT GCti..TRIJ(:IION: � X G �rUQS • I� (x, aiDING OVER r,�U15T - A R l4 I t"tiovrvr t tr:-MrN URC d R .IC � R 5 , ? A/_UNG t6Xt5�FA III (-,'FR lit' PLYWOOD @ F7(TFRIC)R FACE; I/?_' GYP BOARD § INTFKIOR FACE; Rf21 TH):RNAI IN511LATION f ''i �,_ _ a _ _ _ I IA: UfLETE IXTERIOK F'LWJOOD, 51DING 1 M015T'Ut fiAI.J�IER (c ATTIC --T- - — — _ — — -- dv----- - - ql I II� 1} ATTIC �'\_ 5rn`rr � �V -- — � .— ttLr.!MrN.�rea f:Ylr --_ - --- - n, --- I Uf:LC:TE INTFRIO�;GY;' BOAkU (t� i t r I Nt tR t.fY.AMI NII M'ICAL INTERIOR WAi.L CON�1k'.UCTION: 2 X 4 .�iUU5 (� i 5 OC;; 112" CYT' C30ARQ BOIH 51f1E�; 1 •7 c 1 - i- - _ _..�__ - --- _ �/u TWE 'X GYP f;OARQ � ONt FLOUR WALLS IB",. t 5'i .14 - - - - - - - - - -� - -44-- 50t 44--- — ��" � l/2' VERTICAL O,'t:SfT a 111Kt:?1 •►tU A5 c- c I - AI.I_ DIM11,151ON5 ACS: 10 FACE OF 51111) OR CENTER OF OPENING UNLt::.5h NOTUO OTt11:KW1`A; PROJECT N M, Ci FIC' —�' ��vFrrr uNnFK��Nr.�P1(X?R -�' OfENING5 NOT DUE N51ONED TJ BE LOCATED 3" FF'OM ADJACENT WAII OR CENTERED IN Cil ROOV L - NUMBER: 051 All INTEKIOK WALT`� NOT 0111IRM5E NOTED ARE I)TE 2 DRAWING DATE 1 `_i NI r DESIGN 4 NII -1 N0V )1005 `� v n' NI! c:f���lnar' Ttt� A (- �� AAM,c' TrL� ---— — — -- — -- — ---__ — NII - ------ — _—_ — __ r--- -- _ PERMIT 1 Q3 ----- --- 15 FEB 200E 5 _._1 3 -�-1-------' r I/4 Oc�c:l�4dt�41� -rraf•-UI- II I / 1/2'CLR TO WALL FIFA r I , 1 I!4"00 GRAB tMR I I DEC 20n6 li I R�MovE 1:YI5r RAILING 4 t�CJ.`iT5 r t�ott�t:K -.--_-----. I ----- — ,�.,�. _. ��• _ _ I I 4&" MIN _ -- �- :�t, III G" MIN - -- -__-- 4-RAMLO MIMR(J 1 - - CONST. ——–-- ---- — _a n —-- --– -----– n n �=__=- _.�.. � ---• _- _. _ ._-- n n _- NI� .-�--�' f1'(;OICNCR ft7�T - ` t'1A 4 - -A C ,IIAf ND H _ _ FtD _ I 911r b i -- - 7' 91 o 1A -Ntw RAILING bs + R $� f. b m :I ;' e' 1N' 14'-2 3/40 " _ - v -- t (V • ail COMTRI'.7L. ---- 14' � 9'-I 1" Nt'.l�V RAILING NG f�D515 �c`I'U"CX,- -- �UXAU � Go MAX- --- -- ----'--- -- - -� - r — - �- _19" . (, FL1!SH I'-6" 2,t. 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