Loading...
16075 UPPER BOONES FERRY ROAD-3 G -t- -t- , :� . -t- 1 Nz I j L NOTE: FEILD VERIFY EXISTING � STORAGE CONDITIONS. IIm 1 HUMAN RECOURCES 3 Q � UP 6 8 I — — I 4 111 ACCOUNTING II 112 3 ll; 1 11 II r- --, �--- --I r---- ----� - - — 0 a a r c h i t e c t : TENANT IMPROVEMENT FOR: ShWK'"t'°r NORTHWEST LANDSCAPE INDUSTRIES Q 0 16045 SW UPPER BOONES FERRY ROADAD -1 TIGARD, OREGON .� 16220 NW GREDMRER PARKWAY 16031631.9492 SUfTE 340 SEA VERTOR OR 97006 16031 617 0312 fax Job Na Date. / A U r;U S T 97 F:M: A LJ — _Y j m r-- IF THIS DOCUMENT IS LESS -I-TTJIIr I-[ I 1 11 T1r1111 11111 ! 1111111 II111 1 111 + 111 11 �T �� rIIIT 111 I I T { 1 11 Tll Iil III III III I 1111 ` 111 III Ill lil Til 1�TIT-1 i1T TT T11 III II ( � I11�� 1 ili ill Illli LE ,I T SNOTATION , I I I I l I � I ( I ( � ( I I I I '1 1 I C BLF THAN THIS 1 _ 4 6 $ R n 11, 1 IT IS DUN, TO THE QUALITY OF — ---4 No.38 THE ORIGINAL DOCUMENT . u El) 6Z Z 1 T 1 �1 I 8 IIliIIIIIIIIIIZ11 111111111 � �����IIIISI II IIII(IIIIIlIIII Jill III I III) Illi 111{ II9IIIlli IIII IIII I III�I�III Illllllt �������>,� �i������i �i���iiii iiii�llil IIIIIIIII II1111111 111 ­ ­_­_I.."—7.—..... .. / P. (4 r 1 40- q I I /:': r / / / ! ! r f r• r l r j l: y / r` / / 'f t' / �i / % /. �r /. �/J / / r / / A / / / r d, '!/. /!. // /I'�T/,/ /��/' / /' '�' //., I. ' �W/&,� / /. / '///•/ / , / i '/ r /` !//. /!' rM ,f�' rf' r/. ! %J //,J r VM/��, 1, / // r, /( �jf fj� f' J / "l, lr �'R / !',/�: r./ 1�`///� �? !f / fr i //"•�Y/ jr' !r /ri/ /P f � ' ✓r f/ / , .✓r/f r/✓//%J f ,O/' ,, /�f /.' ,/r r //'r '/ 'i r° ,r i �' / 410- irAr r' // � !/•' r, 1 AM J / J /�! /�' �/ •, t; //r: // /.'r ;V ��'//'�j//f/� A '/ /,/[ / ,// / 'r '/ f '/i. / `/, /',',, / //'//// 'r //� //;' / f/ ",; r✓i r, % f / 'i/' ..... J, i,. // !//, /'/. 1 �rl / '/ ff//. / r' r 'f ♦ l r`! f,''/'r ,/ //.� /`// ,r'/f�'. ,''/f f ,'/:J'. er'` %'i / ,/r/./,/ ,. i J�` ! r /: t J /f'/r r/ r �{/f '% r f /.' f / .' r', rr Jr �/' /,'! �/ /'/ i or, /j / ,/ '. ,' ! J, 1'.': {, "/`.,- •./'i NENT r/ f,': .'r^'/ ''i f �. r '/r, ., j /. r , / '// r///J/`! ������(�il 'e''/r '///I`� /%./'r 'f/ ''�,P �lh • I' J: �'/il/!// '`'. r( !/':'/ /,//rr'/ �'// I/ .'/ /%r. /- 'i. !//� '/!//',/� ! /! '/..l'rr 'J rrf� f//f/'��: j'�.,!/f"//' /-f>�.A , .`rf./ ✓. r I /' /� /' /, �� /'/ , ,J• // /, '/�' /'irr/ `rr. • ii/!r/r f,' /'/J r/'i' 'iJ"! �/J�' 1 J,�/r ' ✓�f /,�//f./irr/r'� ///, /// / / f� d►. r////r r . '/ ''%/'�// j f C Mfr✓.+ r ' .1.' / !!',f,// �r • 'r // 'J /r,A'/. J r J, r�'r/,' //. : ,/rf, ////�,r-�/;/: /r'"/'';.'/f'J j' ,.' 'r/A'/ ' '// ".! A/ �i.r4lMri�'✓� ✓r / ',! J l' ',I� ' /,! /� ,� •j r� i,�fjIMPROVEMENT � / r '// :%/•�/r'/� :// /, fr ,/!% r/ri A i r '/ / r f' f/•','{,/,/�/�,',/ f/// r. /flj !,/,- ,!'` r // 'f/` /° ,y/ !%' �/ r,/r` ///�, , //! / rr, '!%/`,I '/ '�•/f !r'j,ir J•%.��+',r // .irr •/ j/ r,/ f J J`J/ /'�, /. .,/�/ / ',r/// /r' i rJ C / /, /I r / ! ! //// /r// / / ��,, f.''rf // /`r'' ,/ fJ .rf '/ J `/, r 'r 'irf / / Ji % r/ !/" , �+% J r' / .df r. f! % /. /.' ,� /. ,�r ��' ' �,/i+ / ri /:• • / //� '1. /� -1 / /1 J r� 1 /f rJ. ✓ j f/' ' r A 1'/ . .�/ r/ l /r �l ,� ;', rr, / �',, ✓,�` , f �" r 'i!`�'/�'.' r f. . ,� r it i . >/ . /�,�r,!r i/, :'/ I I 0 WNE R �r,�/�/ ✓ A" CHI I f. ' T U R AL ,� ."''J /,,! ... %'�'J///;%11 V, ,�' '/J /;' NOFtTNWESl �ANUSCAPE INDUSTRIES ":%' //r I "_ ! / / r 'lo G /" I ,,/ ///' ' ; ! L A D ,f ;/f/ ,;r' �� ! 1607 SW UPPER Bfl1�NES FERRY RD �' ;,,, , ► 1 TITLE SHEET/COOP DIAGRAM < I it/;, % !'/`/ 1 ✓ , " , I- IST'/ I,/w t" Ji' N SCAPEIN TRIEDusr 'r',r, /�%;,' / ' G D, OREGON 9 712.4- 1133 ,/it I . / ,r// /,,,✓'/ / 5F 1 SPECIFICATIONSil - J /'� J ri /1 1 / i 'r J, J' '.// '% .%r '! /r "r' / f,+ /' r, r' /r': i' 'r'+;'i / i` ''/ .�I{,,/�/ �/ /, // r ,J /' /,/i / / % '/, %/ r �r i/'. /r% f/r / r' r!f r;i''/, /.//1. /% ii/ r, i r, /J ` //Z, ,r r / '' // /,r f/•�/ /. J' ///• 1 ,.� .� // z +j ; ,r rr r 1! /'�1r. '.r 1 /• / /r, r, /f/ '/'// r�f'r'/ '.%'! r J' / ,/ / /' J/ J, //,l/ i' r t-�^� / F / r/'/ '+ / /J ,�,� r!. r' ! /, r �i f �f,l, A!/r / /j ! f,r'r / / `/ ,� ', r /,,,/' ,;� , �,/!lir ' `'/� /r/ /1l/� /�;�'; / r/,,, •/ f,!J/ , ' !/' /;' `�/, / / / /l,f/�;J. �/i ,, /�/ ?. SPECIFICATIONS L r /�!fl�✓/ f� v' rrr"f / !//rr" , to / / // ,//", //f' r BOONESr /',1'ff fJ' �/ '!% //�/;/ /.;//,J, //rr /.• //, ✓.�//" j// r•/ / !! /,/j / �//'!✓.:'n ' }(1YC ';'% /' ' ,✓ / //r";r•�.J/'�,/�!✓' ' j ir!i %//'/;" '%//,'' +r,'�v //./ r j�/://�. / '// / ,�, /.�w;•'�'1r 1/ ,r '��'.'rf. j'f///.' �(• J/,:,�/1� / / r1/, , '�i� / ' 1" 'r/ /,.'//,, ,,! f/,-" ;/ �/;'�, , '" {///� f//' / i SP3 SPECIFICATION. r, !' '. •'/ .Fr/ j,/r r/, r J R J,'rJ'J /.' �✓!. f %''r r' !,//r � / //• ,,. , I // tr/ ,I,/ / 1 J /r ! ,✓/,✓f ,(/! 'i // �, / / ,//�r,! /�" % J !ROAD // ,r' ''//,, r• i/fJ: ri r r r r i ! /,' '/r, ° rf r1/ //r' Ari lrl�1 1 E C I ,r 1`1r ////// r 'yr1 • //. , �r,J j/, /,//' /' / //'r/ iJ " fI /l i` r // i, %✓ ! / fJi✓r �"%✓1, ''! �r /%/ �•� 1'' f/ / % ' ' , f, / r�'�'//f,• r , !/J' ir1 /:i'rr/ I C / J' / !, J / }J�// f' , 0 f /, / / %l�' /' / /. /f/ ,/', !' / /' /i ,% . / /r /i' r 1' SITE PAN LTA! �` / ,! f /r. ✓/ " J ! / , s `✓' /// // / '/, f r. / i// ,� r ! / LDL- �.) '/ / // /';/ /r' ' J;/J / , J i ,/./ //� jf/� ;/// 'fr r ,1`// f /'// ! ! /. f ,1 r ,rr ! ;'� /:" / j' r'//J'/.�,'. ! '/ i//. J.rrjJ///,�'� / /, / :,, /�, , .i ,,., / �' !, ///// , // /' /{/ •.,'' ../ ./�,r�! r//' •./f r,i ,/// /,..;/" .,/! r/JJ.' r , f/%. ,J�'/'l i%!. , , , RA TON AR HIT T. // 'J f A ✓ / / r �/ + J /.!. '�// ,r 'r�/ � / / !r G / //. "! /I/ / /r % j /,'/' , / ,./ // A/',: i ,� ///! rr//,' I-S �./.• C EC S !' J I'//�/, J /,' /r/ j1 //// ! J J/ l / / `�/ /%, ,, r/ ,r' fJ j. / r;/!/ r //,''J f //! r /' // /�'J'f,// /�/f/fir / A/ L �j rr'/,% /! / /, /! / ,r J'; / / !/ /•/ / /, X/ r., N1. ,:, 1; , ''/f//i/ ,/ / I, 'i, / ,• r ./' , r - / / ,/' ; /! J/,/ ! //! , f /'/ r%r. ;/✓ '"% /, /• /,/ ''! ,�' /, .//,' //, /,;`,/ /r / t i i i E)[MUt.i f ION F l OUR CE iLING Pl AN ,' ,/ r //i / ;J. ! ,' /.: ,f f / '/,!! e ! / / /!/, !, /. / , / /; /// , �/ / /,'/ , !. 15522Q NW GREENBRtAR PKWY .� f� 34i) /� f,/' fir✓'% l f ///,/J,/ J'// / 1 f/ / / f//• Ir // !. / ,/ ,rr r 1�/`A / ✓ / Jr`' ,// / , / / t'i'/J / /f r' rte/ Tl •/ w Y/,r, ,'i" , '!% //,//r/ ``//�f//r/ r //r / rC/f /r� ',l 1' ///JJ//,/./r/ /! ''+/' J/J/1 •' 7I,/ J� /A�/ f i!/ ///' '//`/ ' '! '! /''1'1/ +'r`.'// 'i '/,/" J///' //P1 r'!J"'i '/,'t/�J /// /' �/ / , %'✓�, ' L�1 ,., r /' / ! /J .',`, / / /'d r r I /. ,/'r / �' '•I', f. 'r�. / /, / /�/.' J /J /� ,I i _ /, - �/ 1 / /i' f/ / /r; / / / // / ,�', �`` /:,f, /:, !/, , /,` /: ! / ! • f / BEAVERT�I OREGON �1OC16 /A/- /r r /i', f r / // // /� ,/r ,'f/ f /+ / ! J /J /. 'l / !• 'i / '," '/, 'i ! r , !!.'-, /l. /,r / r / ( y �. /' , ., i /' r !/' // + J� /, J //. // /'�; J, fi+ / " i, /: /J / /- r. Al F RPA A / / `' / r• /.' / ' LOU L N W L.L. .PE, / r/ ,l�/ lr/ r /// / r % 0,��/` �,,"`rJ r / / i A A. ! //' /''. !'/ /� 1J J" r''J / 1 I it / r ,J i %! +' / r / / •r J` i r/ / ,/ ./ // J /.'J J /' / / �' ,rr; 1 i ,'' r fr, ,t! J / /� //�. ;. / J + , yr - /^Jj/,/ /J' / i / r ///� / r f,'i'. /... .. / r ! r ,� // r , �' /, / !''`/ 'i .r'r� !// 'f 1 / r' r' r / / /` /i .�' r / /r'✓ / J r / ii' % ! / //r / 'J� ! ', // r /!/ r/J r j /"/' 'f. r / r' ✓ i ;!, /: / / f/`r ,�• r/ /, / /� �JJ ��f,! �r �•/ / , /r, f f/,/ r� /r %/ r/' ,f//,' // 'r/ -�j r J/! !/i• '%. A ''rr.r � / / ,r✓/ter /. / / %.`r' r ! r' r rJ.' '/ f J ./ �// / / / ✓ f/'!'f/ r % / / / /! � r r'✓ �, ri / /. 1//J /! f f / /' /. ✓.r, / / ,/ J r. /�J, / r' / r w / ! J / ,�,„/ r /r fJ// f///J , / ,// /` -'/ j/ , -/� / f/ , f, i. J/ / / ,/' f-r/ /. / /// /f, r r%r:-!`' jJ'.. / 'r '`r �fr' ;. / A: REFLECTE(,'� CEI IN PAN [” P A✓• / !' / / irr r" ,r. /. /,/. 'r r//. i ! 'i', / J /// / fr�• f �� f '/ ,r /' '//''r'/ r / / ' 'r f f/'�// r f,, !A f Jf !. / J '/,/'/.�A J /r' •1 L L /C_NL I_ Nl/ f /+� �J f , / + /f f /' /�/ /� f/ / 'r`/, / / r"/;r / '/ r'. .. / ',,!. �� r f. i• r r , .r / / r er . /J// ///1J//j/ 1f/�/r�lf //, l ,/,/, / / / '/ f f: ,f/ , /� / , /.!' / �I// J, r'J /' //// i /r /J r". r /, / r r / •// •, !, / y/ ',r. r /'/,. //%//� ,/. .r.' ///' {/ /r� ✓ ,/ r f/ /�!/ /!i ! rr J� / Aj/ //' f//// / ✓ .' / �. i /,. /%.. 'r J, r'i` // '/'/r f rte✓ ,� J ,./ / f/. ' ', !1/ 'ft.. ,'r / f Z ,iJ / /J JlJ� fI , / /' "!•/J/ ✓// /r /! , !/,✓�/ ,/ / •/J ,!/" , r/! / //J1 �,/i r 'r +`r/, /� r /'// !`r ,f• ✓'J r'/.- JfJJ'r�J f /, -/�r" +!1 'r',. %'%, / /f, / �, r;, / ,' /',( // /! /. .!f/ f ! / / /. f/ % /f,A 'r// , r /°' 'i , /' ,/r. !r',r '� r` �/' / J ✓ /` ,%, rr/r , 1 ,// ,J, 1,:� J' ."/ ./ �� "/ r /r ,' '/ / J/J J J// // /J� r r` •�: / /,. /, 'J / !"f i J i' //, r fr 'il r / /` .'/ /J ,r / / i / /'�' f / ;,' ! ! r / / / /. A3 INTERIOR CI_EYATIONS / / i r� , f ' ,/ ! J//1 J' Jy / ' r' f// ,, f r' , /' / r'' /, fr r r ! /: ✓ / /� ,/ J f r� /'/// / rr'�/ // / /// / �f'/ r /, fJ.i /'J/rJ!/ r ,r 1 / J, r GEN R A �/�)IV (RAT R f� // '// / /,rrr / / r J / /•✓// 'J J ! / r" /,, '! // / ,/r .1r /' , /. !/rF / f i /r, / •'r' !/' 'i / ;/, r,r r' I '•/ Jj' ',/f / // E �_ CO C OIC 'r f,/�/ ,/ / / /�,// I ./, ,�� /, '/ /•' . ,// / `//. /` ✓. +'i // / •/ //. /.' // r� /r J✓', , , 1, // r /r / ,/r/•/r /r !/ ,� / 1' // !''/ />�' r/ !// r/' �+ / r / / r .� /, % ��✓ r/ /� rr '/ , r /r' /� /r✓ i r/J r i �' r i r i y� r r , / / J/ r l f// ,/ //� r r i',r/,// r ! ,, f/` / /'J r , f` /!r /f'J!/ !. / f r l J.'r / , , r i" / //. /✓+ / J/' ./ y / �! / /' f✓/ /!r. ! ' i /i"'/ �/ /' ! ' 'r! - r. i / !- f r/ r .'r' r /// ! ! r r /. r`• /i i /I, f / ,, r/,r / f J- r /r .f / r' ! ,/ r /' i, / �r✓ /. / /�l/ !'" / ,,.'/ ,/ /,. /// /r //' , i /' / / >a 4 X T I AIN r f / r / i / // t/ / r,/ .� % '`„ ,r' J ,, / ,//' r; / / EXTERIOR OR ELEY TIONS -! r'r /' r 'r." r-/. / ./ / / I/ / f•r J /' /': /,' i:✓ r. /•r!/: r I ','r r"' /% /'. `r', r / ,�•'' /, ,! / / ,Jr/ !/�( , J / / /! /11. r r //, f // J ,y'/�/ r J /r r J / // l BAIJGN CONSTRUCT►CN+J /, •!, /r /i / /" ! , , / J % J / f / ,fr/ // / ✓/' //jf/ / ";//// r /Jr J / r r' r '/ // / /' / /, f r r r/'! r / •/.' J / ! r r� Jf �/ / / f r /, � f ! r f J/�• r , I r / 1r.' r /rr ir/' r l r.'r!, r % '.f r / / J '/'r J//% / /, / J� / / , / / e/ ,; / t ///' /� r/ �/� /✓ 1 / ! J / , , // y� /lr //J/J,/r/,,r // f r r� ,/r ! /i, J///'Je I %r 'ry !. /J ,/ /r/ r / //.•' / 'r r f r !/: r. /i / fr/ / ✓ i /� r I`'/ /1 /,'!/ / J / ✓ r J r / / r/ f,'' r /� /r✓J r/ - J // ,, ell / r / / /J / ! 'r r //' I� 1. / // / / / / / / /. r' fi ! J 'r f/' / / // /i /, / , /, /;/ ! / /f , /// / /. / 1 / /f // / J / / r / 1r /,.' r r /r /. / / r r •r ! / / f' / ,� f / i %r /.. ;`/ :' ,.// .r ',, 1550 0r, ` A STREET T !' / ,' J i ! '/' J/ / // , / / r I /,� /- % ,/r ,,/ /, !' r ' "/. / / J,. / / /' r/'' ,// //, ,/ / / /%/ / )V SW Y REE 1'"✓ /,.'', •� /r f / / ✓'/ /� / / ,, //' r�' /' r /' S ARCHITECTURAL DETAILS (_l r / '/ / A / / / / ! ` //� r!,/ /f / i ,J !'///. ,r /, ! r, / ! /� f r r r i /;' J,' r"!,i i' J ','/; / / ��/.'' , /,''% /'/ f, ! / r- J ,/' / r/ // 1 ,./' r / , .r r/. // / / / '�', r / , r r.! / ! e% r, ,r '/ ,r -r ,r/,''/ r, , l '✓: /,'/// r 1 :• 1 ///J/ ///r/1 /// r J��` f r/ L J. / '`A, r/• /, r,r ,•J/' f, 'r �/ / '/. r "/, '/. / / J /f f // ' / +y!• f ''. , !, f / /S / ,rrf, f�/ ` //' r f A A. //'/, `'r' ! 'r' J A / /"' /!// r` �. , / 1 // / / / V//: % ! r ri /' / /' / / , ,/ J VE ON OR G( N 7 r / r /. / / /'r` / / / ,,, E ) 9 006 / / /. ''i !, /' ;` / /' / i /. / J� / , / ! f . , r '% Jf ,/ , /J' 1 / / ! r r r, r: ,' / rr r rY / /.' �i r 1 / r / /" // . /: A /' H / fr' f 6 /' r / / SCHEDULES A AT (" / /. / OUIES K 're+ r /CASEWORK WOR ELEVATIONS ON � .' / r f'r i" / LE S / r 1 r I. J� !- / 1 / r f. ! s• JK' i' J r" / / /` !/ / / f /' r •r / r /' /'/, / '/ / r' r/ / 1 / J / / / / /.' / /r / / j/ f //.J,(J l//, r r /J// f/'!, /r /r, / /f/�/ r" / / "f' / ' / ,, // J+ r 1 / J!. / // / /. / /'' , 1 �:j fJ// , / r f .' - /,';'/ // ! /, .'r / ✓ '/ /'i ///f , /! `%r /, /'•// / ✓. i // /!. 'J, f'l ! '/ J r", , ! '/ ,/',rr ,'// ri 'Jr'/' f' ,/, /,I / /i/ /f /�,r. J i J Y %f 'J; /;lfr, 1 .,• / r ,/' r /' Jr',r '///' .r 'r', / J / , ff, ri' /!' •i /J �i /,r ''r i l '/' / 'r '/ r/ / / / / r /r� / /,' ! / / / / , r1 J //fir f/// f /,r! ! /,%i 'Jf/ !rr i. r// �' f �'' f;'` f ! J/�t //,' , /� / r.' //J / ,rr,'y,.' ./ / /'f r i /// / /r//� /// /� / //•!'• 'J �! zz" !f / i! /✓ r '/ / r r ,'i/ J / / i r . ! j J, r / r. /, / �, ! r / i f/f f , r / / /r' ? / 1 /.', /,/ '/ / , f ,�iF r J, i r //',%/'/'.' / , ;1�! r f1/r'.. 1, 11 ! /// r/r r �/ r ,! ,r� , r f r / /FJ,I� r//f / / ,. /, r r/ / / //,/�/r / r '/ /" J,' !' / / !• , J,/',! '1 � r 'I, '/' /'/ ''. / / ,,( /`. i i' r i //, rr' / / f / ! / r /r' //!//,J, / ,r 1/,/// ,� / , ✓ // //''Jff// '. t '/'. ,,+�// f / 'rt ✓/"/r r'r J'. !/ / r �, r /.• f r /. '/•'.r / ./,/' ''f' '/ /+/� /�/ J �J / / / /�:// I, r 'r,r !/1 / '/ r� �Y, I r, / / 1 i / �;'' r, /' /, /r i, r / r rr' 'r 'i f' r /r r 'r- / �. r / ///f / rJ ,r/r� rr � , /'/, //r� / / /'/ f/ , f r i /,�/ 1/'✓/ /, / ,( �'r• r�/� f/� / J ./, %/r r/ %//.'!rr %/ /r,J. ;! /! r /r ! / // / / // r/ ' r /.'/Jj// / j' r / f'// ✓rrt ! /'. f ,r/ •r, / ,'�,, / rJ/_/I / / `f' ! /J / r / ! �r f /.rt/ !i !, �! /: r /! fr, / // rA' 1 // // I � / `r , / /! f f/,Jlj l /I . J /1 r/ J,// / j/ //�/ I.r/r'% r' r//j //r / /�/ / J r' , // rJ , 'J !j.l, ', /J /r/ 'r/i //r //r/ /� //,/ J / r/ r�.'/� j ! 11_ // / % J' r, r f % r / ! / / /,'. ✓• / //• ,' /,', . , % r `•r /. r / /./f /, r /,, r / r / r, r',' '", �JJ/ j// r / i JAI r /� ,J /////�/ // r �/ 1! r' % /' /'r/' ,,r/� / ✓. f +/ f�/%r/ / r / �r / /-/ ,' `✓/' /' ! 'r /r !// !. %J ✓. , r !r. / 'r '�'/ /`. r` 't ! f r / '/ / ! 1 // / f / r 'f ,/ / 'r / "/r/ r' /: J r/ / '/ / r` r J ///' '!' r ✓.' f J Jf / //'' r'/' ! ,/.' ,f`, /. `% / f / / r,// / i rr 'e r r r , //,/f r 1 ////, / i / , /' f rl f%' /. /, // i /' '/ / J / rt , J/-. , ', ,/J '•+,, r J' //. J✓ / T�r.% JrJ/' f '/ f%J'f+ ', / r ✓•, J r /r '/f '! ,I. / 1 ✓ r1,f� J ,' //� `r ,�/` /• /"� r!•' /''J / •f -i % i /,' i' / r�/ •',,' /i ,/. , P/./ /: r J ' / 'r'r //E' i / / /,rJ /' / ,i// /r /r J / it /fir ',// /i' f / r i/. /f rr r `r'''✓ r / 'J /�',! !` /r ` i, ,' /r /!// / ./� , �/ / ',' !. , 'j' /, Li / / / / / / / J / / J i / 1�� '! /J J '/'r / �" r/r/f,' "!� /.r r. / r / r/, / !/s// �' 1 r //, r f / r •( ! /// / / // //- / / / / / ,/ ` / r / %/ ! 'r /,✓ , / i f! ✓ , J /i I/•' /,/ r ,/ 'r f / r/ / ! ,r ' • i/ i. r////j ! /, //l// /. / / , / , /�/,,, // r 1q ,•" „ ,,/''/ J / ,/t ;, r ' .� / , ',. , / , '1; r ! /.' /'rr ///. / i 'r f,( 1 , "%, ,'/, r / f ! {" J r /r/ /✓/!/ // / 1 Jr, �r/ // // ,!ffr'// / ! /�/ / rf/' /i iJ :/% J! r�/ ; r/ i r . :' / J; ! / f /r.r' , f �fr / /� 1L / 1 ! /. , /� ,r r r , J/ ,/� / �r+'/ i'J ,r�,! ',, 1 %. / !/r J /,• '! 1 J !,, r !. ,, /r, ,i % 'rJ / / // f r' ,, /.r'i //!'i"li /r/ �i -i �/ '/. r /•! �/ / r� /f/f/ra / / // / rTyyr/ r / r/ // / / J '// rr/ / J; ,/ /' / i, !J r✓✓J/rr�' r J' r / r'i /, 'i �// /r , ! r' r / //; /, ! / '/!,'i / / A �! /� W /;' J ,/r r / f /- ,f� , ,F// r/r / / / % �r/' / 'r' -j' z. r' %r/ , r, 'r' /, / r/ �.'r / / :f •„/ / /, / ''Jr r �+r - J r , // r✓/ I / r' i/ /f / /� / r ,/Jr! /• 1 /' r / f' f /. /' '/'', /f'. / t / f,f i 1 / / / /J 1 � /,/f��// // A /f , 'r //, J / / rf//! t /� / // / //' / / /'' .' f '// .i,• r !/•'/' ,r /% J' ,r, / / 1 / % /'//, r ' / /, J�/ / / ,/ / '.t , / `I/ !f! / / /, /•, // J"',/ /J. // / r /'r�'' / , r r// / / / r''/r� r/ //. /�' /A / '!/, r. // f / �' ';/ r �' / ! /r��f/// J// /. ;/ '/r/ r f///i /.A /// f/r/' /' r /% j /r. 1/ i , r' / r' r r(/ �/r/, /,•' /�/!/i,^,// / /rf r / /" /l. J / /' ! J''i :'' r' l /. ! / y�/ J ! r r /r !,r �I ,// f''/� 1/ /�i , /'/ ,/ / / r / '!r /. / / /. //; '/.!i f/:f'/!'', / /;r//,,' /.' r. //"/ i / /1r� t / r / ,i /i r/ // J. ,f' '/ r•� r'.. n .L.. r// f /// /, , /f//j / / /' // /, i/ r' I /Jt � / f/ /r f / 1/ / ✓ ;'/ 1'fr // /fiJ // i / r /, / t //' !" / ! / Jr J d I "/ , ,�, / /' % / + ///f///1/,r r /j/// / f ! + ! j/fJ/r," / ,,r / 'r' ! 'I J f J j,,/' / ,.✓/ '•fr'! /:• /! ,' ,!�•// '/• ./�/•' /r• 1 / , / . / +// ` / }/� // / J/ t / / '// / ! ,/ J/ / , , 1 % A / / //�f!`, / / 1 / .!, /,'' rJ /. r !' ! lr !// %J /, J J /!/ / // , /. // r' !/ '/ /r/�' IJ.. /•///////.o",/ J l / //r ,/ / tr/ r•:,� // , ,/ / / r //,f ! ,'f. ,( i .,' / /r.•r /' ! r ', // li� r ! /� ✓ J / , U / '� / /vJ,/ / / / / / / // /r/' / / r. A r / �rr , r f r / ,//./ r !'rr' .j' /,f, / r /: /. r r ;,! i/', / ,'/ f/ f r / / // r 1, J,//,I' / //� ,/` / / % ,/� f' �' //' ,rr' / r / 'r r / !/ r r f.' r /, /r' i/ !. 'i r r r ./r /r / r / JJ/:'; 1.11 / //� X I / , ' / r / J /.' i 1, J , r,. , r` rF ,fr / / // / / r' `'J'' / M ! I r. ', Jr / , / / r- / / r / c� %' !. /. / / , r/ /r . '/ / ! f / r J / / i J / / / / ' / / / / / r' "/, f r ! r r / / / /f ! '•/f // /+ � ,/%'� /' fry /i , 1 / /' r / '/ ; /, / f I , / J , /r,/ `. ' % /' i A':r f /• /� ! / r f' r /'/� r / ;/ % '/ ' , r' f r/ / r /r r r r ! f' / /%r.'J; r� , /, !r /r/' /'/ r r /+ J� /• / w /� ,/�r 1 {JlJ/ r / r JJ / /,/� �/ '/ /J/J '/ t ,/ ✓. '/r`% / 'e"fr /'� ,�, Ir// J /. / J '/: '•r'. /+ i /'. ', r !'. ` i rfX j / r f f / // r ./ / ! / f / / r /r r r ! ''/ A'/ ' d / r '% ,'`+ ,,r. '/..' '/ /. '.!// ✓!/ 'rr/ f/ i /� 4 / // /f f. �/' /// r y �' //' / ' // f/ / J Jf % i :% J /fJ, f// �!' 1r, /' f: / ! /+ i r % /i ' / / �/ f/ J/ / /. i Jf/ / /f/. '//' r / // / / .' / /, / ,/ ,/f, /rr .r / / .'' 'I'' O'' J /i' ,/ / / ,/�. �%• :.. J �`/ r' "r r F "r! !•/'r J f ' / / / / '/ / /, ///Fp r r ! ' //, ,f ,, //� // //fI J '// / /j/ //r" r' / , /t i' %/ , /✓ / t/"//, r /fj/, / f /r /; r ` . � /y /F l ,/� / / / "r ,/�jr` //, !. !y/' J./ / ,,/� /// / /'// ir' '/ J'//'',' /. .✓ / / ! . // /� "/ /' ' O r f//y / ', / / J /. �/ , ' ✓ J' // t ✓ r ✓ // / %/ i/ , 'i'/ /, /Jr/;' J ,:/r' %/ /J /,r i !/ /r r✓/J//'/f,%/ ! i` /' // j' /i' //,d f /'� '/ ' / i ,s�/ ,r ` / �/�, !r ! ri J f ' >✓/ //� ,r / /• r/ r !, / / f 1 i/°,r/ I!' i/,/'�/ /• '%r /!r / / / r / ..1 Jr / / / /fJ / /e'/ //! r/ f / /' J / / / / 1/// /�.�, / // J/!rj r J J '/ Jr i/r"r /• / /r, j F '/ I / / /r r. i� / i (� / / J / !/r/ / r / . . /� / r/,/ �, f / /` // / / r /�/l rr/ / r :rf ,! ! r`' /. , /�/ '/ / , , ,+ f. , f' / % ir�.• ! /'. /� yJ �fA f' /i/ , / / rr / /J f/j J/ �// /t !// / / f/ 1 . !'✓r/ •/ ./ , �• !//r, '�, f ,/ // 1 . /+ r r , ; r, �r;'f/r�/: ' / ff/ /,'; ! / /; /!' / !, r /: / / j, - /,! / / f /" / / r f J ! J r 'i: !. r� f / /. / i / f; r /,' r i, /r/� / i f, //�r ::� f� 1 / "/!//�,V / / '// / j� r/ w// r' J< /, �/ /��// r // /!, / r ;/i' I' //+ /, ;'/ r, /✓r/,/ d %' //: rI./ . /( '/. + r1 !''''J � ' f" / r• ^'///,`,./,//,' �r ff /J r! / //'J ///,f//� / r /J / / . , // j 'f,' / +/' - f!: // r •/.'' �!'�1• /!/ 'r i 'J ! r f ,/ /� J ,✓//' .� '.1 / '// J•",f . ,! / / t'f !;` /' ! //r' ,//, / ,/ /r '/ /, /, ,%, f f•1 r /, r+ 'r`/ !//r .r r'� ; l /r• /,F: '!' • / ' .l J/ .�. " ,, / / /r/ J /� / /; /� 1 ! ' !/ J r. / J, �J , ///�lr`r : ' ,/ , , f+ % r f;f // / / /• , r /' / �, r' r ' / /` / '', /'� /r ! / !/ Jj/ fr , r r, /J/�. / J ,'%//r rj /. f/. J'� r!r +/ ,; i r, // •! r ! /,I /i,' ', /%/ // rr /// 1� l/ r//" ,r / r f/ / ! % /" / /, �; .'r / J ,// r r/ /; /f:, J f /r , r r, CL o / / /, / / //J / ,r/r /,'/ / f//!/, ,//'r/ / /f //f rr!' �, ,/ ! // J rr, /,",/ �f/;,r/ J//, i.; '/! / /., .,.'!. , `/r r/ /' , f J f`/ i /' / /, {,,/. '/. 1/ 'i J, //�'J/ r' /, ,/i/! J ! / /jr /, f / //' ! % J' '/,` 1 / I /r r /; r y� , `/,'+ !, /' / 1� ,' / / ///. /, / r rr, f /' /r / r %/ / / / r '///, l , r ! 'i / / r. J / J '1 / f I:'/r . , //• f,'/ /. '�/,r rr , r r /� ,�' / / r J r !r t, // / !r' i , / / / r, % /, 1 r1✓ 011 / /r/ / /�// / t' f ✓ / // ,! / /r/' /J f / /r // ! ' ,. ! J J d / , !j/ ,1 , /�r' / 1, f:r :'% . / '/fir A ! �'' / / // ! ,f /j - 1' 10 / /• J// / ,, / /�/ 1 f 1� '/ /!; ! /r % �%: i1J.'r' /'r //%• fr;' !' i .// /, , A� : r r'! / ' / r f../"r / / 1 / /i r /r A /" / J w'' / !/ r / i '✓f' .'i /✓ f'' /• ' �, ✓ / i J i /J. r r"% / r ///. '// ./ / / r /f/. , r •/ 'i r ,' , rll / ./, r /'' ,' %. /` r /. 1, / i / /1!, / , r' // z J //////// / / J// /J/f/� J {//f,/ r ///�/. / J/// / r' /, i // , / J/ / r r/' / r" r , / f// / '/r• /!.• J! / J / /�+ ! ,//; / (/ J /. f/ //,/�". ./ r,:J /J• ','•rr' ,. .,, /. /- '/. r , r. 11 11 /r '/' /r/ ',/,, /�/./ /,� //.•' //l��r // / /• r /' .f ,/ r / //' A, r/r!/ / '/ '/r. / ,/. / 'r'/ ''1 '!! / �/ ,' ,�•% , /,r�' !! // r / /' I /i r,'r' ,r 1 a. (.J f rf f/ ✓ //,/1 / ,///r / •/ r'i %!� t/�/ r // J r' J // i ////,/ / r' ',. 'r' •r / % ',J ,,/r• '// / r /r, ! t; / % r /// 1. r / / � / ! ✓/�' // / j' r / / /f / / //' / / w y / f '/ / i' / /• 'r r r / / / J r' r/ / /" // / / f i / / / // / : / / / J r r , Jff / / / r '/' J ! r' / /J / A '/, i ;' / r' /. / /, r' ./ , / J I' J r J >'� r >/. J i / rr. I / - J / / ✓ r / r i y,. r. !///' / f/l 'i 'r / f X1,i• r i / ! r / / i r , r / / r. / r .% i /, 1 . /J, /. f' / // o / /''� t /16TY OF TIGAR ,.... ... A 1* � �(� Ap roved.......... ed..... ........... .... •[ 1• � 'T Oonditior�ally APP"as described in: I t,�, PERM1�t�e v � •.'•�•'•••!t 1• Sao��ter to: A t1 ow.. (, 1'. i 11 0 :_IIQo�" 1: — gip ' ,lob Add V)_--1__.__ ­,_ „ � &jq� By iz .1 I � \'> �'-�' � PM�a,��:•' R - I z i.. 0 ,Q�' i ... PROJECT STATISTICS �^j- , { 4^- ,i !`— I d, RHA' RD I M cn rn w a �� r%1 _� _�_ TYPE: -N k;� in. sw 5 j Sii 5}illK[SPc?_1R. RO aW �- e '� U �80 Y �+--- — x* �rr:� OCCUPANCY: B _ - - - - - - - _J s� +I � r11. U 5 100 SF �: E R iE % 1 %, 4 0\p� y; *a /' ,� { f S U ARE F T: �;. _ -�`,' t. , ."" '"or ,�` "� .r P10 }' r, '-U `� tom, w to a ,, .M % �• .1 1 .. Q\ r � r ,z•;• '-�'. '� '- , T' ter, _ ., rn .�- .11 ,aii — 40 1k, L AJ t.w G sw Al I I gm I ,;' 0"ICE OFFI„E OFRCE �t�IMlr. O"um STORAGE - ;.- I �'' mot -,., OCCUPANCY I-i � , � , 10-•-- � 'l`. 2� -_. ---- -__- .....+- moo..- .,.rw�r /rMl�r Y'� I � � '� ���f 4 I ,>_ I 205' l — I I .�r L :`r�; j i 0 `� �1 n c w ,.a OFFICE 1/1 QO 2.3 t Ut .��. , , , l x I It ,I A Scw:�L( 1 1 - - 1 H E I _e4 -, r i -' 19t �"; uj r= - __. - ,_, ._ CONFERENCE 1/15 26 J cwro :E _ Gn + i �` w 1 /A " { i ,*r IA.. \ I I I )n — / *106 q . .4' ! 1. c� `..,- _...% � ® x STORAGE 1/300 1 ` �I�•- -_ ' 'Cory �� .. �� 6 ! _ 1 I x _. ��_ - -# 180' . > ACCESSOIRY N/A I �- �I L. �- �. # r I� 33r i I i' l = s ---___ — -- - -- - ~ 1 �l l d8 / / I L I IJ�4�L , a �1i . . � TOTAL. 5? _ 4 x � � 9 / ����, , ` — N' f ; 's r;. JAR; L O x.16— ,,rte �. 11 " y c��4N__ _ lu lu � 1 r 1 4­4.___�; ,<. c> <1 � Date, 4 JU. I -,-.--------L 9 r S� 1R 11 .. . - - xrr �r R . ------- - __ If i --1­_ R } V -ii _LOW I 1 . . ' .. ^ ' . ` • `. ' . .: . . " -. , �. �;'w. f-"• :.j `, Ir I iJ '.Ll i l L 8 I AY AD - t0, /,IRK c r, , a �, �____,_ _ ___ -____ __ ___ --- _�- TRie I. - 13 _. i •�,� I I I 1 L F "HLF 1 r �- . 1 , IF A I I [-I , ( M 3 � , RIA[ �, t• 1. " � 5w .0 cm cion , SNi R- 4 �4 �r r S w , __—._--.. _-__. 11r -' 1 __. sw .� • ,{/1� � • ,;Ie--- A "fi"E GC1 �' VICINITY F' AN HYC�RANT LC�CATI®N/C®'V�RA�� COLS GRAM _ ._ � W;� ------� _ 11 � a _ z P TRIA P�OIC C 1 Tj I BUP97-0350 NORTH NORTH "�l 16045 SW Upper Boones E 20f13 ___-1 rt,yp�,r �.p'W1i�JF'NI>l.:h.pr M� gKMy' �",t���n -I---------­- . . `.._.',I'"�-_..-..- .nnw..a.—..._... :�{fii7riNIJ' .1Pi�i Nr"."Ti•'n Pi.S�T'FX4 Krr'4�U}i"1k ..� .. Almomm !a,4�. , �.�...:� IF THIS DOCUMENT 1S LESS I I r__I I 1 III II I fTf 1 III 111 t�T 1�1 ih 11 1�=. }1} 111 1 I 11111111I1111 IF HLE THAN TH1� NOTATION, � `� 11l I i- I � � , I � I I 1 � 1 � I ... V I I I Il 111111111111111 111111111111111 1�TIT1111q]II IIIII11111111111111111111111 II "'•""�`''.."� �"A; .`�.:�,.�`S."� '�'...t"""f-- - L ---_ _� �_= ---— 1 8 I 19 r + 10 11. 1� rT, DUR TO THE QUALITY OFNo.36 e1=1 #�3u p? I /Ow— "--- ._ -I 6 "111,11 L L6 '1111 jG !! ' 9 rL 8 �I I�L I Cry �1 , ! 9t Lt 9t �i 6t 16T ! Gt tt I t ��6 �9 L 9 9 9 z T�w,n 1111181111-11-11,1 IIIIIIIII IIII1IIII IIII1IIII Illilllll IIII1IIII IIII1IIII IIII1IIII IIII�IIII ILII Illilllli1.111 Illllllll IIIIlIIII IIIIlIIII IIIIlIIII IIII1IIII ILII ILII ILII ILII ILII ILII Ilii ILII ILII IIIIIIIIIIIIIIIIIII1IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIII�IIIW� ..:... , �... �-umxn..r qua__y;::n1.,...>,_i1.h.:+,.:,.�t.....'+m:�. _v.,x ems,:e11...s.a,...',�._r, ,.c. ,..,i.•.wai::,:ae.,..wOIA{,., r:a.l�,:ke.,.re.um,rvaslr�k{ vP,t.a. ._, t1� -.a,.-. .. ,. - W..:m... ......, .._ ,..., .. 9{:S1F.:'>7 i?NY:.< SP�ClRtATION8 C'4 C'4 P 0 U u O SPECIFICATIONS 1 02 CONSTRUCTION AIDS u E Protection During Selective Demolition 102 PORTLAND CEMENT CONCRETE PAVING DIVISION 1 -GENERAL REQUIREMENTS A Scaffolding and Platforms 1 Protect adjacent materials, fixtures, distributions lines, and equipment 3 Test Procedures 1 Picivide, maintain arid remove upon completion of the work all Codes and Standards Y ~ to remain, from damage during selective demolition work A a Al! cylinders in a set shat!be marked with a number on one end SECTION 01010 -SUMMARY OF WORK temporary scaffolding, staging, ngging, and shonng 2 Protect existing streets, walks, curbs, paving, utilities, and 1 All work shall comply with Oregon State Highway Department (OSHD) The Contractor shall record this number on his record of landscaping '9 Y P ( concrete placed The first, second and fourth cylinder shall be 2 Temporary construction shall comply with local and state laws and standard specification for curbs, sidewalks, and oUier concrete + regulations 3 Protect per passing through and around derr,olition areas paving cured by the testing laboratory The third cylinder shall be cured -C 1 1 WORK COVERED BY CONTRACT DOCUMENTS 2 All work shall comply with . e City of Tigard standa,d s e•:ifi i at the job site under held conditions The testing laboratory 3 Temporary construction shall comply with OR-OSHA Standards g p cat ons g � oratory shall where required F Salvage and Disposal for curbs. sidewalks, ramps, and other concrete paving submit reports of all tests conducted to the Architect, Contractor. V Project Description re on 1 Salvage for Use by Owner 3 All work shall comply with ADAAG requirements for accessibility and Owrier immediately upon completion of such tests 1 Interior remodel of existing 5,1(10 s f building with minor modifications y b One cyhnde,-from each 1 03 Barriers and Enclosures a Salvage existing material and equipment as indicated on h set shall be tested at seven(7) days and L to the existing shelf and repaving of existing parking area with ADA Drawings D Paving Materials the second and third cylinders at 28 days in accordance with o upgrades A Harpers ASTM C39 56 ' b Deliver salvaged items to Owner's Representative 1 Concrete Shall be ready-mixed conforming the ASTM C-94, 3 o i Occupancy B 1 Provide, maintain and remove upon completion of the work 2 Salvage for Installa`on by Contractor on This Project Alternate 2, and shall have a minimum compressive strength of 3000 c The fourth from each set shall be ke t until lh 3 Construction V-N g P e 28 day 4 Architect is not responsible for integnt; of existing structure, condition barricades, protective Structures or devices to protect the safety of a Salvage existing material and equipment as indicated on psi at 28 days test report on the second and third cylinders in the same set has � Q n workmen, pedestrians and property Drawings 2 Aggregates ASTM C33, 1 112 inch maximum size been received by the Architect If this report is satisfactory, a- � a roof. or disposal of hazardous materials including but not limited to b Stnre salvaged items scheduled for reinstallation, protect stored 3 Slump 2 to 4 inches remove and dispose r a O asbestos Archite� i �•, responsible for interior Tenant modification and � o. the fourth cylinder In the event the B Enclosures Ile-�s front damaged -t Expansion & Joint Material 3/A inch asphalt saturated fiberboard, second and third cyhr:der tests are below the required strength, minor modifications to the building exterior and site 1 Provide temporary protection or enclosures to protect the area of work 3 Disposal of i emolished Materials and Equipment the Contractor's labora+nry shall then test UIe fourth cylinder at CD > ASTM D 1751 w Q from Inclement weather a Do not stork, sell, or burn demolished or salvaged materials on 5 Curing Compound ASTM C309, Type 2, Class F3 white pigm anted all 56 days y w u, Contractor Responsibilities 2 Contractor shall be responsible for damage to existing facilities site resin type, suitable lir spray application d In the event the compressive strength of the fourth cylinders, l� m 1 The Contractor shall provide all labor, mptenals, equipment tools and when tested, are below the specified minimum, the Architec temporary faCIIltWS required to properly execute and complete the caused by the Contractor's negligence, and shall pay all vests b Transport debris to an approved and licensed land fill area t 3 n incurred by such damage C Finish may require test cores of the hardened structure to be taken to z Cq ~ark ,n this contract He shell fully inform the Subcontractors and testing laboratory in accordance with ASTM o W Sub-subcontractors of their responsibilities and coordinate the work of SECTION 02100 -SITE PREPARATION 1 Curbs and Walks Medium broom or as shown on drawings the Contractor's ry the same 1 04 SECURITY C42 2 Control Joints 5 feet on center cr as shown on drawings •-68, at the Contractor's expense If such tests indicate that the�ore specimen. is below the re t9 � 1.01 SITE CLEARING 3 Ramps Full tactile surfacing comply with ADA 4 29 �guired str�nath, the concrete A Protection of Work and Property m uesQon___shall.be removed and _replaced without cost to the Verification 1.03 PAVEMENT MARKING Qwner. Any other work damaged as a result of this concrete- shown 1 The Contractor shall verify and confrrrn all dimensions and conditions 1. Secunl� of the area of work, materials and equipment is the A Protection: a --•— responsuaility of the Contractor. 1. Protect trees, vegetation, shrubs and site features not designated for removal shall be replaced with new material to the satisfaction of shown or implied of the Drawings and Specifications a well as Uto 2 Coordinate security with the Owners security provider removal the Architect and at no additional cost to Owner W71ere core physics! condition of the site Notify Architect of discrepancies prior to A i_nvrronmenlal Requirements cylinders have been taken by the testing laboratoryand the v start of Work 1 05 TEMPORARY CONTROLS 1 Do not apply marking paint when wind velocity exceeds 15 rnph concrete proofs are satisfactory, the cut out sections shall be 8. Site clearing and grubbing 2. Do not apply marking paint when pavement temperature is less than 40 restored to their original condition in a manner satisfactory to the W D Permits 1 Clear and grub building and paved areas only, removing only that degrees F. and air temperature Is less than 45 degrees F A Construchor Cleaning vegetation necessary to execute the project as indicated by the Architect and at no additional cost to Owner 1 The Contractor shall obtain and pay for all permits, unless arranged 1 Consti-uction area shall be kept well ordered and tidy Drawings a The mirnmum compressrye siren tg ti at the 28 da _te__st shall f•=• l -) and stated otherwise B Scheduling Pavement Marking ass ecd,ed on the struclve rengn_gs be 2 Police area dally 2 No other trees or vegetation are to be removed without the permission pavement marking work after installation and curing concrete curbs, __ 1 Perform 4 SiSlurnp Tests f t 4 E Insurance Immediately clean any off-site dirt or debris resulting from the work in of the Owner and other regulatory bodies where required walks, and paving v ' this Contract 3. Remove from the site all rubbish, debris, etc , resulting from Work a The testing agency shalt also perform slump tests for each The General Contractor shall secure and maintain Comprehensive 2 Perform , pavement rnarkn+g work after compacting, curing, and sealing truckload tested and for each pour exceeding 20 cu yds General Liability Insurance for the project as approved by the Owner mentioned herein aspha;tic concrete paving whichever +s less ! 2 the General Contractor shall secure and maintain Comprehensive B Waste Disposal i 1 All waste material shall be disposed of in a legal, licensed, solid waste b Slump limits Footings and foundations 4 inches, s'ab on grade Automobile Liability Insurance for all owned, non owned, and .'tired SECTION 02500 PAVING AND SURFACING C Materials 3 inches without water reducing agent, 4 inches with water vehicles, and shall require Subcontractors to provide the same for the disposal site 1 Traffic Marking Paint Z (r 2. On-site burning of waste shall not be allowed 1.01 ASPHALTIC CONCRETE PAVING reducing agent project as approved by the Owner a. Industry Standard AASHTO M-248, Type III F- and Federal 3 The General Contractor and the Subcontractors shalt comply with 3. Do not dispose of any materials (Paint, etc.) in sinks. Specification TT-P•115 (� Worker's Compensation laws and other insurance laws and A. Requirements D!_V1JON 5- ETA ly SECTION 016ri0- MATERIAL AND EQUIPMENT t. Conform to applicable articles in the latest edition of Standard b Type Alkyd traffic line paint W regulations of the State c Oregon c AccepLanlR Traffic Marking Paints SECTION 05500 - METAL F 4 A Certificate of Insurance for the above shall tie provided to the Specifications for Highway Construction published by the Oregon FABRICATIONS LY (,�., z 1 01 DELIVERY, STORAGE AND HANDLING 1 Fuller O Brien, Traffic Line Paint, 382.12 and 382.15 O W O Owner prior to mobillrng on site, as stated In the Form of Agreement State Highway Division(OSHD). 2 General Tru-Test Supreme Zone Marking Paint, 1010 While and 1 01 HANDRAILS AND RAILINGS � 5 Minimum limits for insurance shall be provided by the Owner 2 Apply prime and tack coats when ambient air temperature is above 50 1012 Yellow Q (l 1 A Product Handl,,�g degrees F. arid has not been below 35 degrees F for 12 hours prior 3 Glidden Traffic 7-one Paint, White and YeNow ( ) z 0 F. General 1 Deliver matQrials in sufficient quantities and a timely manner to assure to application A S::bmrttals w �./ O �1� 4 Miller Traffic Line Paint, S-260 White and S-261 Yellow Cr continuity of installation. 3 Apply paving when ambient air temperature is 40 degrees F and S Rndda Traffic Paint, White 671 and Yellow 670 1 Comply with Section 01300 W O 2 Materials shall be delivered in original containers with manufacturers rising 2. Provide shop drawings showing dimensions configuration, m r r 1 Contractor shall keep roofs free of debris (I e , nails, screws) at all markings, inspera for damage, reject all damaged materials attachment and other ertine g ate lal- O �n times a,.1 shall be responsible for immediate repair of any damaged 3 Store matetrials in the proper manner ll prole 9 from damage 4. APPLY Paving when surface of aggregate base is dry and precipitation D Pavement Marking Equipment p nt information for railings roof memt vanes or surfaces resulting from the Contractors activities is not expected before pavement can be compacted 1 Apply paint with motor powered atomizing spray striping machine acceptable B Des, n Z 5 Do riot place pavement in snow, on soft, muddy or frozen base to Architect's Representative g ' 2 Applicatio 1 of malenals by any subcontractor to surfaces existing or 1 02 PRODUCT OPTIONS AND SUBSTITUTIONS materials, or ponded water 1 Railings capable of supporting provided under this Contract shall imply acceptance and suitability of 2 Adjust pavement marking equipment to provide the specified wet film Ppurting uniform load of 50 1b per lineal toot W (Y existing conditions. Such subcontractor shall be held responsible for A Substitutions thickness applied non-concurrently, vertically downward and honzontally Q B Materials damage or irregularities to this product as a result of previous 1. The Archit,act will be the sole judge of acceptability of any proposed 1 Subbase and Base Aggregates •_ � E. protection: C. Materials. z con facto,otis substitutior. a Base Aggregate Type Crushed gravel or crushed rock, 0 1 Place temporary bamcades and rope or plastic cone barriers to 1 Steel Plates. Shapes and Bars ASTM A 36, select materials f 3 Cantracto, to provide accurate mechanical and electrical as keep or their '-- 2 Requests for substitutions shall be made to Die Architect, use CSI percent retained on 1 inch sieve vehicular traffic off striping until paint is dry smoothness and freedom from surface blemishes information, all warranties, and operating manuals to Owner within Substitution Request Form b Base Aggregate Particle Analysis Fine hard angular gravel size 2 Steel Pipe ASTM A53, Type S, Grade A, standard weight two (2) weeks of completion of Work. No retainage shalt be released 3 g Submit praiuct data per Section 01300 of these specifications particles and course hard sand sized particles F Surface Preparation 3 Size of Pipe at Handrails Comply with UBC Section 3306 (i 1 fro until Owner has received these items 4 The Proposed inch mrrurnum to 1 1/2 inch ) p p products shall be equal or superior !o the products c Subbase Aggregate Type Cashed gravel of crushed rock, 0 1 Pressure wash paving surface and blow dry wet areas prior to appi in dint. c maximum outside diameter at accessible U) 4 Contractor to properly patch all roof penetrations to assure watertight specified r\fl warranties shall be equal, or better percent retained on 3 inch sieve 2 Architect's Representative will review line and symbol I y g P routes, 1 112 inch minimum to 2 inch maximi UJ seal Inspect existing root and notify Owner as to its conditions y layout prior to starting n outside diameter at i 5. The Contractor shall be responsible for coordinating any accepted d. Subbase Aggregate Particle Analysis Course and fine hard striping work other locations U) substitute into the work, and shall make any changes required to angular gravel size particles and course hard sand sized 4 Anchors Suitable for substrate to which they are applied T 1 02 WORK UNDER OTHER CONTRACTS G Pavement Striping 5 Finish One chop-coat rust inhibitive rimer 1. � install the substituted item, particles P �,.. , 6 There shall be no additional costs related to substituted items, unless 2 Asphalt Aggregates A. .._.v T rovided by Others, Contractor to Coordinate agreed to by the Owner and the Architect. Equivalent Not less than 30 1 Spray applying paint with straight edges, true alignment, and uniform wet film DIVISION 6-WOOD t3 PLASTICS a Sand E thickness of 17 mils with thickness vanatior. not to exceed 2 mils 1 Se;urity b Oregon Aggregate Mix CSHD, Subsection 703 07, 3/4"-0" 2 Form handicap symbols and arrows with templates 2 Telecommunication systems B Contract Cornplrance: 3 Asphaltic Concrete Bose Course Materials pates SECTION 06200 - FINISH CARPENTRY 3 Freestanding furniture systems 3 Apply white paint to paving areas and perimeter of access drive lanes 1. Suustitutron 8 4 Apply yellow O ? approval does not relieve Contractor from responsibility a. Aggregate Mix: Class C mix meeting the requirements of OSHD Y Y paint to curbs and center lines of two direction drive lanes 101 FINISH WORK SECTION 01050 - FIELD ENGINEERING for Proper Vxecution of the Work and for compliance with other Section 00745, a modified Class C commercial mix 4 Apply yellow paint to curbs where parking is restricted Contract req nrements 4. Asphalt Materials 5 Apply parking area striping in 3 inch wide lines a Asphalt Emulsion SS-1h A Submittals 1. 1 WORK INCLUDED SECTION 01700 -PROJECT CLOSEOUTb Tack 1 Comply with Section 01300 4; Coat Asphalt: Asphalt emulsion RS 1, SS-1, SS 1h, CRS- DIVISION 3 -CONCRETE 2 Product Samples Submit two 6 inch minimum length san,plps of 4 Surveys, Layout arid Underground 1, CSS-1, or CSS-1h mixed with water. t 1 The Contractor shall be responsible for surveys, layout, staking of 1.01 FINAL CLEANING SECTION 03200 - CONCRETE REINFORCEMENT each spocie grade and texture _1 - property and placemEnt of improvements required A Project ired by this Contract C. Job Mix Formula B interior Wood Trim r` The Contractor shall be tu,ly responsible for determining the exact Cleanup 1. The Contractor shat) furnish a job mix formula for the approval of the 1.01 REINFORCING STEEL Completed project shall be left in a neat, clean and dust free Architect/Engineer 1 Specie As shown on drawings location of all underground utilities or construction The Contractor condition 2 Moisture Content Kiln dried to average 12, 15 or 19 ercecn shall pay for repair of any utilities or construction damaged during the 2 Asphaltic concrete mixture shall comply with OSHD Class"C"mix. A. Materials P nt moisture >_ 2 Clean all interior and exterior surfaces in the area of work. 1 Reinforcing bars shall comply with ASTM A615, grade 60 or grade 40 3 content -J execution of the work in this Contract 3 Remove all lapels and markings Douglas Fir Grades Superior Finish, Prime Finish, B& Btr 1 D. Paving Section if Hated, Clear �' 2 -� SECTION 01060 - REGULATORY REQUIREMENTS 4 Remove debris from crawl spaces, attics and other unused enclosed 1 Asphaltic Concrete 4 inches or match existing paving section, 2 Weld wire mesh shall comply with ASTM A185 spaces whichever is greater 4 Western Hemlock Grades Superior Finish, Prime Finish B 8 Btr, 1 8 a' 101 CODES AND ORDINANCES 2 Rock Base Course: 12 inches minimum thickness B Coverage 2 Clear 1.02 PROJECT RECORD DOCUMENTS A 1 Minimum coverage of reinforcement shall be 3" where exposed to 5 Exposed Face Texture Smooth Building Codes E Protection: A Record Documents earth and 1-112'9lsewhere 1 Protect existing site improvements from damage by paving work C Fasteners. 1. All materials and workmanship shall conform to the Uniform Building 1 Provide as-bwit 1 Interior Cadmium plated steel Waifs, FS F-1U Code (L)BC), Uniform Fire Code (U F C ), Uniform Mechanical Code tion syst of the following systems 2 Place barricades and traffic cones to keep traffic away from paving SECTION 03300•CAST-IN PLACE CONCRETE S (U M C ) ft'Or�nal Electrical Code (N E C ) and all other applicable a. Fire protection system work D Installation Requirements- mean standards wood the latest �ad,hon, amendment and/or revision of such reference c ectrcal distribution system F. Application of Subbase Aggregate: and straight. 2 As-built drawings shall be accurate to a scale sufficient to show all 1. Apply subbase aggregate to low areas and compact to 90 percent of A Materials f•- starn�ard in effect 2 Fit Trim to fit, scribe where necessary LAJ pertinent asp.icts of the work maximum density at optimum moisture rortent as determined by 1 Cement ASTM C 150, portland cement Type I or II. 3 Fasteners Set exposed nails, countersink screws, and drill and PILig v) B Ordinances 3 Provide one (1) transparency and two (2) blueline or blackline prints of standard proctor test in 8 inch maximum lifts 2. Aggregate ASTM C 33 openings at lag arid machine bolts, except vvhere indicated otherwise 1 All work shall comply with local and state codes, ordinances and as-built drawings. 2 Compact subbase aggregate, complying with OSHD 304 34 or OSHD 3 Water. Clean and potable, free of injurious or harmful materials on Drawings. C Americans with Disabilities Act (ADA) cr..i regulations 103 OPERATION AND MAINTENANCE DATA Procedure for the Determination of 100 percent Relative Maximum 4 Admixtures (Agents shall both be from the same Manufacturer) . Density of Granular Materials r a Air enF Installation of Wood Trimtraining agent. Per ASTM C-260 b Water-reducing agent Per ASTM 0-494, T 1 End Joints Ship la trim at end joints 1 A Operation and Maintenance Manuals G. Application of Base Aggregate ype A, containing no F P 1 Provide Owner with one copy of operations and maintenance manuals 1 APPLY 6 inch compacted thickness of base a calcium chloride or other ,cr-.elevating or retarding agent 2 Corners Miter trim at corners 1 All work shall comply with ADA requirements and with the ADA aggregates in areas 3 Fastener Spacing Nail wood trim at 12 inches an center, staggered architectural guidelines(ADAAG) for all equipment provided in this Contract. indicated on Drawings to receive new asphaltic concrete paying B Codes and Standards ggered 4 Saw N.ert: Saw kerf back of woad trim wider than 6 inches nominal at S 2. Compact each lift of base aggregates to 95 percent of maximum dry 1 All work shall comply with the following American Concrete Institute nc!less than 2 inches on center e SECTION 01300 - SUBMITTALS 104 WARRANTIES density at optimum moisture content as determined by ASTM D 698, (ACI)requirements 5 Fasteners Set exposed fasteners arid fill with color watchin - Standard Proctor Test a. ACI 318-83, Baildir g Code Requirements for Reinforced g putty a _ 1 01 SHOP DRAWINGS, PRODUCT DATA AND SAMPI_LS A Required cf/arranties 3 Construct base course in accordance with OSHD Section 304 Concrete SECTION 06400 -ARCHITECTURAL WOOD WORK Date: �J J, jl A Shop Drawings 1 The Contractor shall warrant all work in this Contract for a period of b ACI 306-66. Recornm,�nded Practice for Cold Weather Y q j �_-_ _ I 0110 year from the date of substantial completior, and agrees to repair H Application of Tack Coat Concreting 1 01 CUSTOM CASEWORK : �� 7 1 Make all shop drawings accurately to a scale sufficient to show all any defects in the work at no Cost to the Ownf r 1 Apply tack coat asphalt at the rate of 0 06 to 0 10 gallons per square [ )<_ during the warranty PP Y c ACI 305-72, Recommended Practice for Hot Weather pertinent aspects of the work period yard at a temperature range from 75 degrees F. to 130 degrees F. Concreting. A Submittals 2 Submit one (1) transparency and four(4)bluelrne or blackline prints of 2 Provide the Owner with all warranties requirad by this specification. 2 Apply tack coat asphalt to Die following surfaces 1 Submit shop drawings in compliance with Section 01 r Sheet Title — a Edge of existing asphalt concrete, and masonry surfaces 300 each sheet DIVISION.2--SITE WORK C Concrete Strength 2 Shop drawings shall show all dimensions, configurations, hardware, 144,( 11 I c A I I( B Product Data b Surface of underlying course contaminated with dust or dirt 1. Footings and Foundations 3,000 psi at 28 days construction, materials and ocher information C Cold joints in asphalt surface course 2 Interior stabs 3,500 psi at 28 days 3 Submit(2) samples of laminate claddin for cabinP SECTION 02070 - SELECTIVE DEMOLITION d Surface of asphalt base course prior to application of asphalt 9 t faces 1 Provide manufacturers literature, technical information and installation instructions 101 BUILDING AND SI}E DEMOLITION surface course D installation 2 Submit four(4) copies of product data for each product. B Cabinet Materials.1. Notify Architect 48 hours nor to beginning an 1 Cabinet cpm P g g y pour for inspection of ponents Solid lumber, veneer core or particle board f Application of Asphaltic Concrete Surface Course reinforcement and formwork 2 Exterior cladding Plastic laminate, see laminate schedule for C Samples. A. Dern, ,,ton Work Not Under this Section: 1 Apply asphaltic con:rete in accordance with OSHD, Section 403 2. Consolidation manufacturer, texture and color 1 Provide sample of sufficient size to show visual effect, texture and 1 Owner's personnel or separate contractors will remove any security 2. Start application of surface course after acceptance of substrate by 3 Interior cladding Low-pressure hardware prior to start of demolition work 9 p e laminate, color white or bone, provide color, Owner's Representative. E Concrete Finish,2 Submit two(2) samples of each item 3 Apply paving in one lift of 4 inch compacted thickness. 1 Interior Slabs: Smmatching PVC edge tarn ooth trowel finish. 8 Regulatory Requirements 4. Apply paving on aggregate base at temperatures between 260 and 2 Exterior Slabs Medium broom finish C. Projection Screen Valence Materials D. Execution 1 Comply with applicable codes and ordinances concerning demolition 300 degrees F. in new paving areas 1 Valence. Red oak premium grade per AWI Standards 1 Submit all copies of shop drawings, product data. and samples to Die operations including removal and disposal of existing materials, 5. Manually shovel fill low areas and rake asphaltic concrete to obtain F. Conuele Tasting 2 Corner Reinforcement Wood to rnatch valence or metal Architect for review and approval fixtures, and equipment required paving level 1. Test Methods to 1_ brackets a. Taking cylinders ASTM C-31 D Cabinet Fabrication SECTION 01500 - CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS C. Environmental Requiremenh J Compaction of Paving b Testing cylinders ASTM C-39 1 Comply with Architectural Woodwork Institute AWi 40OB, Custom 1 Schedule any noisy construction activities with Owners 1. Roll paving to a minimum density of 92 percent of laboratory density c. Core tests(if required) ASTM C-42 Grade 101 TEMPORARY UTILITIES Representative as determined by the Marshall Procedure, d Slump Tests ASTM C-143 2 Field verify dimensions and conditions prior to fabrication 2 Sprinkle exposed soil materials and demolition debris with water to 2 Level paving surface to within 112 Inch in 10 feet. limit dust in the air 2. Required Tests -The following inspections and testing shall be made Sheet A Facilities Provided by Contractor. 3 Use one of the following Compaction methods: by an independent agency as outlined below Owners review of the E Cabinet Hardware 1 Telephone and fax machine a Steel-wheel and Pneumatic 1 pass of stee!-wheel roller loaded tests is only a check to insure true tests are being completed, 1 Drawer and Door Pulls 13HMA 626, 3 112 inches Ion 2 Temporary toilet facilities C Structural Requirements: g, match existing to 10 tons, followed by 4 Passes of pneumatic tired roller with recommendations being followed and to insure quality concrete finish 1 Obtain approval from Architect/Engineer prior to drilling or notching tires inflated from 60 to 90 psi followed by 1 pass M steel-wheel a Compression strength tests New set of (4) cylinders for each 2 Cabinet Door Hinges 176 degree Grass or Blum concealed B Facilities Provided by Owner Columns, beams, and joists self-closing hinge, 2 Do not use explosives for demolition work roller leaded to 8 tans. day's pour or for each pour exceeding 20 cu yds , whichever is 1 Access to electrical service, 110 haft single plisse, 15 amp maximum b. Steel-wheel 6 passes to steel-wheel roller loaded to 10 tons less, (maximum 2 cylinders from one truck) Make cylinders in 3 Grommets Metcor NGR 1018 plastic in color to match laminate finish 2 Access to water service Additional power requirements shalt be provided by Contractor. C Vibratory: 4 passes of vibratory roller accordance with the proper ASTM standard or approved equal spi 4 Finish top of paving to plus or minus 0 11 feet from !ine and 0.04 feet 110111 I f Ar rope rw ApAn from grade indicated. - - - BUP97-0350 Job NO. 91 02 5 16045 SW Upper Boones 3 Of 13 r, 1q TT 1►r 111 111 111 IiI Illll I ' Ill III 111 I I III III 11T ill Ill Ill Ill I I iII Ill fll Ill I Ill III Ill I,I lll)tl) )l) I l �l) til tl� 111 111 Ili llillll Ill ill ill ) - -- IF THIS DOCUMENT 1F LESS III Ill III II l LEGIBLE THAN THIS NOTATION, _ -- — - -----... - L----------1 - -- �- -- 1 . -------� IT TO, D TO THF, QUALITY OF __.__� — 1_ JL 41 U> Q N�.segus �a l7 THE ORIGINAL DOCUME'N'T. - --_--- — _-_.�__-- _-_ _ _ __ ___ _ __ tT , _ _ '��=-x`�"' _6Z 8TZ L7.+ 9 Z YI � - TZ 1Z (3 I ,3 I L T + 9�I 9 T - fi t E I .. . i �8 l8T L 8 9 6 -rs $ I� I �� � ��1�� ��� ll�� ��llll�l�llllllll�lllllI � + IIIIIIII�� �u�uj.t. .11 ►►►�lulIil►Ill����ll����j�l! � ��II24 ) x � N SPECIFICATIONS ~ (> O � h V W) 1 ;;ii;i 0 4 Drawer Guides and Cabinet Shelf Hardware: Full extension, ball B Warranty_ D. Latches and Locksets 1 The skylight manufacturer shall provide the Owner with a warranty for a 1 Acceptable Meal lulacturer Schlage Lock Co 8 Lateral Branny 4- tearing Wyton rollers, 75 pound rating, Grant 329 or 335, Knape 8 1 Han ors to be a rnrnrmum of 012-ga 1305 or 1330 period of live years from Substantial Completion, certifying the skylight 2 Style "S Seises Saturn (lever haruile) 9 ga or #10 ga , galvanized, soft 3 Provide an integral coved base by extending floor material 6 inches 3 Use the same key"ay for all cylinders Cylinders shall have six peri annealed mild steel wire at 4' and 5' o/c each way, r-,pectively, up wall al toilet rooms, janitor rooms, and other locations as rioted on 5 Adjustable Shelf Standards Manufacturer's standard drilled holes or shall be free from ae;acts in rnatenal and workmanship. •-- receased aluminum or steel channel standards with slotted holes and tumbler Finish shall match the finish of the knob Cylinders shall be hangers to be attached to suspension members and r, the support the drawings removable without removing the lock from the door above with a minimum of three turns, hangers shall riot attach to or 4 Install ca strip al to edge of integral base .0 matching brackets, anodized or painted finish, Knape 6 Vogt 255!256, C Approved Manufacturers ., bend around other material or P P P g g 4 All Ipcksets aril latchsets are to have a .-3/4" backset, unless equipment and shall not be more than 1 lJ Gracy S-3731373, Stanley 798/799 1 OeaMor Skylights otherwise noted in 6 out of plumb without being counter splayed 1 03 RESILIEN f BASE 6 Adjustable Shelf Brackets for Drilled11 Holes Friction fit steel angle 2 Nubstit it ons Skylight Systems 5. Strikes shall have extended lips where required to protect trim from 2 All connection devices shall be of an approved type capable of with minimum 5mm to maximum 1/4 inch diameter post, Knape 8 3 Substitutions shall comply with Section 01630 , supporting 100 lbs and be secured to the building structure being marred by v,o latch bolt Wrought boxes shall be furnished with pP g g A Approved Manufacturers Vogt 346, Hafele 282.10 700 PP V all strikes Strikes fur pairs of doors shall have the tip flush with the 3 A trapeze or equivalent snail be used where obstructions preclude 1 Flexco Company or a p y approved equal > p � o D. Design Requirements face of the doors direct attachment to the structure Trapeze suspensions shall be 1 02 COUNTERTOPS 't Skylight framing and glazing ahgil be designed for the following loads: minimum of back to batik 1-114" cold rolled channels when spans B Materials a Live load 25 psi. E. Closers exceed 48" 1 Rubber Base at Carpet 4"or 6' straight type base s A. Materials b Wind toad 80 mph Exposure P 1 Acceptable Manufacturers: LCN,or approved equal 4 All runners shall be independenUy supported at the perimeter within 8" 2 Rubber Base at Resilient Flooring 4" set-on type base a- 11 Substrate Veneer corp or particle board c Deflection Limit to 0180 for fully loaded ccuh.Lrl,>ns y 71 2 Closers shall have the following maximum pressure for opening of the wall or ceiling discontinuity, the wall angle or closu,e strip shall 3 Adhesive As recommended b manufacturer a �► Cladding Plastic laminate, see laminate schedule for manufacturer, doors not be allowed for this purpose 4 Color As selected by Architect u, texture and color E Aluminum 5 Within 6' of the walls and at 12' o/c in each direction, 4-#12 a, wires a a Interior Doors 5 pocmds pressures g 4 1. Framing Members Extruded aluminum alloy 60(33-T5 or 6063-76 of b Exterior[knvrs 8 5 pounds pressure shall be connected within 2"of an intersection of a main rulrner with a SEC110N ('9690-CARPE i' m 8 Fabrication sufficient thickness to meet design requirements cross runner and splayed 90' from each other at an angle not U► 1 Comply with AWI 400C, Custom Grade 2 Flashings, Trim, Closures As provided by skylight manufacturer 3. Closers shall have a hydraulically controlled operation with a separate exceeding 45' from the plane of the ceiling A strut fastened to the 101 SHEET CARPET 3 F=asteners Stainless steel adjustable regulation for general closing speed, latching speed, and main runner shall be extended to and fastened to the structural z M DIVISION 7 -THERMAL_R MO PISTURE PROTECTION backcheck control Door closers shall be the full rack and pinion type members supporting the roof or floor above The strut shall be A Materials N W F. Glazing Materials 4 Closers shall include am integral hold-open feature adequate to resist the vertical component induced by the wires 1 Glue Down Carpet N SECTION 07200 • INSULATION 1. Exterior Tempered, tinted glass 5 Closer Type LCN"Super Smoothie"4040/4041 Series 6 Lateral force bracing members shall be spaced a minimum of 6 inches a Construction Tufted cut pile 2. Interior Translucent (white) laminated clear safety glass with vinylfrom all horizontal piping or duct work that is not provided with bracing 1 01 BUILDING INSULATION b YaNylon, Monsanto U(1 Type 6 6 or approved equal interlayer of n `riot less than 0 03 inch m Kick Plates restraints for horizontal forces Bracing wires shall be attached to the c Tufted Yarn Weight 32 oz per square yard A Materials - 3 Glazing Access(;n (l es Provide all sealing tapes, gaskets, setting ;docks 1 7o be 0 ',0" thick stainless steel, Type 316. t, waled edges; screw grid and to the structure in such a manner that they can support a d Backing Polypropylene and other rnater-als requiied to provide a watertight assembly holes spaced 6" o c at top twttom, and sides of the plate, size to be design load of riot less than 200 pounds or the actual design bad, a Gauge 1/10 whichever is greater, with a safes factor of 2 g Walls R-11 unf��ced fiberglass hafts at protected locations, R•11 foil- 12" x door width minus 1". Mount 1"from bottom of door. 9 Y I Flammability ASTM E 648, Class 1 and ASTM E 662 faced fiberglass hafts with (lama spread rating less rJhan 25, smoke G Finish 7 Members perpendicular to the wall shall be tied together (stabilized) to g ADA Conformance Minimum stalk coefficient of friction shall developed rating less than 450 at unprotected locations 1 Clear anodized G Door StopsUJ P prevent their spreading This shall be done immediately adjacent and be 60 .,.�.. 3 Roof R-19 unlaced fiberglass baits 1 To be provided at new and existing dor,i s as required parallel to the wall The wall or closure angle shall not be used for this 4 Vapor Barrier 4 nil clear polyethylene shooting H Skylight Installation 2 Acceptable Manufacturers H B Ives, or approved equal purpose although to facilitate installation, runners may be attached to B Installation air• U 5 Sound 3 inch or 5 inch thick L-ifaced sound attenuation batt 1 Install skylights in compliance, with manufacturer's requirements and 3. Fravide backing for wall mounted stops at gypsum board partitions or the clost.re angle at two adjacent Ovalis with clearances between the 1 Store materials for three (3) days prior to installation in area of work to ~ QQ. insulation, comply with ASTM C 665, Type 1 approved strop drawings furring wall and the runner being maintained at the other two walls achieve temperature stability � O 2 Provide a protective brturninous coatis, or similar material to isolation 4 Door Stop Types (select as applicable) 8 Ali light fixtures shall be positively attached to the suspension system 2 Maintain minimum 70 degrees F ambient temperature three (3) days B li-lallation aluminum materials from d,ss;milar materials a 'Wall Stop Ives 407, convex rubber dome The attachment device shall be a capacity of 100% of the fixture prior to, during, and 24 hours after installation of materials ir 1 Field verify condition of existing insulation at ceilings, soffits, walls, b Floor Dome Stop Ives 436 or 438. weight in any direction 3 Use sub floor filler, edge guard, installation adhesive and seaming floors or other locations, replace damaged or missing insulation as QIVISION A_DOORS ANp,WIN OWE c Hold Open Ives 452 or 455 required cement as recommended by car 9 Only intermediate-duty and heavy-duty suspension systems shall be pet manufacturer's printed instruction 2 Install now Insulation at all exterior walls, ceilings, soffits and floors as SECTION 08100 - METAL DOORS AND FRAMER H Miscellaneous hardware used to support light fixtures If a light duty system is used, the 4 Apply trowel, and float filler to leave smooth, flat, hard surface Allow fixtures must be Independently supported at each corner with a #12 to dry conditioned areas ,n this project 1.01 HOLLOW METAL DOORS AND FRAMES 2 Gasket required to provide a complete continuous insulation blanket for the 1 Astragal. Pemko 37SP x F880fixtures hanger Where heavy-duty suspension systems are used, 5 Apply carpet and adhesive in accordance with manufacturer's W � . Pemko S88D series 3 Instar additional insulationnoted on the drawings 3 Door Bottom Pemko 315 CN supplernenta! support is not required instructions Use manufacturer's recommended adhesive a Verify ,nsinsulationrreequir(emenienntts with Architect for areas not noted on A Submittals W LL 10 in addition to the above, fixtures or other equipment weighing less 6 Locate seams in area of least traffic than 58 lbs, shall have two #12 ga wires from the housing to the 7 Fit seams straight, not crowded or peaked, free of gaps Tape seams 0., � z drawings 1 Submit shop drawings for the fabrication and installation of hollow QIVI I N 9 - FINISHES structure above These wires may be slack Fixtures or other as per manufacturer O , metal doors and frames per Section 01300 with run of pile In same direction as anticipated W 0SECTION 07415 - MANUFACTURED ROOF AND WALL PANELS SECTION 09100 - METAL SUPPuil f SYSTEM equipment weighing in excess of % lbs, shall be independently 8 Lay carpet on floors sui,ported with #12-ga wire at each corner to the structure above traffic f- _� 8 Materials Pendant hung fixtures shall be independently supported with a 9 Do not change run of pile in any room where carpet is continuous L0 O 101 MANUFACTURED ROOF PANELS 1 Door. 18 gage coldrolled steel, comply with ANSI/SDI 100.91, Grade 1.01 NON-LOAD BEARING WALL FRAMING SYSTEMS minimum of one#9-ga wire through a watt opening Into another room Locate change of color or N O II, paint with rust inhibitive primer 1 1 See drawings for additional Information pattern between rooms under door centerline Q 0 O 2 Frames 16 gage fold rolled steel, paint with rust inhibitive primer A Quality Assurance 10 Cut and fit carpet around Interruptions Q A Submittals 1 Comply with the codes and regulations of the governmental agen'les 1 General Comply with Section 01300 3 Glass Moldings Custom hoUn,•: i„eiai molding to secure glazing SECTION 09250 -GYPSUM BOARD 1 1 Flt carpet tight to intersection with vertical surfaces without yaps p_ - 2 Product data including „ arwfacturers See plan for opening size having jurisdiction 1? Remove ex ��ss adhesive (fern floor, baso and wall surfaces without � Z product specifications, 4 GlazingClear tempered, 1/4 inch thick 2 Comply with the requirements of the "Specifications for Metal Lathing ' _ standard details, certified product test results, installation instructions, P g 1 01 GYPSUM WALL. E30AF�U SYSTEMS damage and general recommendations, as applicable to materials and finishes 5 See Drawings for location of doors requiring U L. rating and Furring” published by the Metal Lath/Steel Framing Association 13 Clean and vacuum carpet surfaces f- Q W for each component and for total panel system 3 Comply with the requirements of the Metal Stud Manufacture's A Materials 14 Prohibit traffic from carpet areas for 24 hours after Installation Z J Q Q 3 Shop Drawings showing layouts of panels on walls and roots, details C installation Set doors and frames plumbed, aligned and secure) braced Association(MSMA) ICBO ES Evaluation Report No 4943 y 1 Acceptable Manufacturers United States Gypsum Company, 15 Provide 7% overrun of carpets Protect and store offsite Q �- 4 Review information listed above prior to the instaliatron of any light Georgia Pacific, Kaiser Gypsum or equal Z of edge conditions, joints, corners, panel profiles, supports, 102 STEEL DOOR FRAMES W � gage metal Irhming 2 Quality Assurance Gypsum wall board systems shall be in SECTION 09900 PAINTING anchorages, trim, flashings, closures, and special details Distinguish accordance with recommendations of ASTM (:754 and GA 216 IY between factory and field assembly work B Materials 3 accordance and 1 it 5/8" thick, t 1 01 PREPARATION A Materials yp ype 'X', 4 toot wide, longest practical (n B Quality Assurance 1. Timet C" series or a 1 Galvanized steel shall comply with the i)for 2 length to minimize joints, with tapered edges UJ Timely" approved equal. P Y g 1 Wind Uplift Provide roof panel system including supports mfseting 2. Coioc As selected by Architect from Manulacturor's Standard color a ASTM A 446. Grade D (Fy-50 ksi)for 12 gage material 4 Use water resistant gypsum board at all plumbing walls and adjacent A New Concrete, Masonry or Plaster requirements of Factory Mutual for 1-90 wind uplift resistance palette b ASTM A, 446, Grade D (Fy=50 ksi) or ASTM A 446, Grade A to new plumbing tuturas, to a freight of 4'-0" above floor 1 New concrete shall be allowed to cure for a minimum of 30 days lI) (Fy=33 ksi) for 14 ore page material 2 Abrasive blasting or acid etching may be required for densr,. non- T a 2. Color Custom color selected by Architect. c ASTM A 446, Grade A F 33 ksi for 18 porous concrete, field verify existing conditions „jam C Delivery, Storage and Handling ( y= ) gage and lighter 8 Installation f� SECTION 08210-WOOD DOORS material r 1 Comply with ASTM C840 and Gypsum Association Specification GA- 3 Remove dirt, grease, oil or other contaminants by chemical clnan,ng �••� 1 Deliver panels and other components so they will not be damaged or d Galvanized cvati,ngs shalt comply with A�TM,4 5?5 216 4 Ail surfaces shall be thoroughly dry poor to application v coatis �U deformed Packawe w�iu and roof panels for protection against g transportation damage 1.01 SOLID CORE WOOD DOORS 2 Accessories: Provide all accessories including, but not limited to, m 2 Screw gypsuboard to supports as recommended by manufacturer materials 3 Insall corner beads at external corners �~ tracks, dips, web stiffeners, anccomplete installation s, fastening devices and other 4 Install casing bead at exposed edges 8 Existing Concrete, Masonry or Plaster O U. Warranty A. Materials n accessories Fastrecpjred for a cx�mplete -cre 5 Control Joints at Walls Provide control joints at walls as follows 1 Abrasive blasting or acid etching may be required for dense non 1 Finish Warranty Furnish panel manufacturer's written warranty 1 Rails and Stiles Solid wc,od 3. Component Fasteners: Self-drilling screws of sufficient site to insure 2 Cores: Particle board or slaved lumber a 30 feet maximum spacing in either direction fcr continuous porous concrete, field verify existing conditions Z covering failure of the far-tory-applied exterior finish on meal wall and stren4 U,of connection roof panels within the warranty period This warranty shall be in 3 Face Veneer Hardwood lumber 1/30 inch thick mini rum. panels 2 Remove dirt, grease, oil, mildew or other contaminents b�, chemical addition to and not a limitation of other rights the Owner may have a Stain Grade Hardwood veneer, red oak premium grade per C Design b Where walls of dissimilar construction meet in the same plane cleaning and/or pressure washing against theontractar under Vie Contract Documents AWI Standards. c Where building expansion joints occur 3 All surfaces to be thoroughly dry prior to application of coating a Warranty period for factory-applied exterior finishes on wall and b. Paint Grade 1 All structural members shall he designed in accordance with American Hardwood vender, birch yr alder. Iron, and Steel Institute (At, "Specification for the Design of Cold- 6 Control,!Dints at Ceilings Provide control)Dints at ceilings as follows materials — -- Fcrmed,,reel Structural Members" latest edition with amendments. a 30 feel maximum spacing at ceilings without perimeter relief roof panels is 20 years after the date of Substantia i Completion r B. Fabrication. 1 Lateral Load Five (5) pounds per square foot uniform load, 1!240 b 50 feet maximum spacing at ceilings with perimeter retie(. � Wood r` E. Approved Manufacturers: t Comply with AWI 1300-G-3, Type PC 5, PC 7, SLC 5, or SLC 7, deflection maximum for all walls c Where ceilings of dissimilar construction meet in the same 1 Remove dirt, grease, ell or other contaminents by chemical cleaning rn 1 ECI Buildingng CoComponents plane or pressure-washing •- 2 Custom Bill Metals C. Glazing d Where building expansion oints occur 2 Countersink nail heads and patch surface defects, sand to an even D. Stud Size, Spacing, and Gage g1 p J 3. Subsbtutions shall Com I with Section 01630. 1. Clear, tern 1 Stud size and spacing shall be as noted on drawings O p process to insure invisible joints and surface p Y pored, 1/4 inch t)vck minimum 7 Apply three 3 coat tae 2 Clear wired 1/4 inch thick minimum at rated doors 2 Stud gage shall comply with the MSMA ICBO ER No 4943 nailheads First coat of paint must shoe: no defects attributable to 3 Knots or other resinous areas shall be thoroughly cleaned with F. Sheet Materials: 3. Frame 20 gauge cold-rolled steel, paint with rust inhibitive primei requirements for wall height and lateral loading unless noted taping and floating joints, fastener, heads, other depressions, or mineral spirits and sealed with shellac or other knot sealer. 1. Structural Quality Galvanized Steel Sheet. Hot-d;p zinc-coated steel sanding sheet complying with ASTM A 446 with G90 coating complying with SECTION 08400-ENTRANCES AND STOREFRONTS otherwise 8 Texture Smooth wall D Metal ASTM A 525, Grade C or to suit manu, hcturers standards E Installation 1 Prepare metal surfaces in accordance with Steel Structures Painting 2 Finish: Kynar 500 fluorocarbon coating 101 ALUMINUM ENTRANCES AND STOREFRONTS 1 All work shall bo installed plumb and trueCounci! (SSPC) specifications as follows Color Specified by Architect. 2 Securely attach n.uhner, to existing structure SECTION 09500 • ACOUSTICAL. . TREAT MENT Solvent Cleaning residue or other contaminents (SSPC-SP1) For removal of dirt, grease, oil, . a A. Submittals 3. Provide !or the vertical movement of structural elements where salt, chemical G. Miscellaneous 1 Provide shop drawings showi% layout, dimensions, details, 101 ACOUSTICAL_ CEILINGS b. Hand Too) Cleaning 1 Accessories Except as indicated as work of another specification attachments and other pertinent information, required or as noted on drawings (SSPC SP2) or Power Tool Cleaning 4 Provide laleral bracingwith straps or cold-rolled channels, comply (SSPC-SP3) For removal of rust scale, mill scale or previous section, provide components required far a complete root pr Oval! Z Comply�n nth Section O'i30t7 p' p Y A. Acoustical The La In � coatings r- with Section 03 of the AI Si Specification yrLJ 1 Manufacturer Armstrong 2 Wash unprimed metal witti solution of chemical phosphono metal etch rft pane system, including trim, copings, m fascias, sills, corner units, ridge 5 Secure bottom track to concrete floor with .125 inch by 1 1/8 inch 2 Type Second Look II and allow to dry closures, clips, seam covers, flashings, sealants, gaskets, fillers, and B Materials powder atuated anchors at 32 inch on center similar items Match materials and finishes of panels 1. Metal F-rarnrng Anodized aluminum sections to match quality, 3 Color Washable mate white with fight reflectance of LR 1 (over C- a Sealing Tape Pressure-sensitive 100 percent solids finish, color and rofile of existin storefronts 75'�-,) comply with FS-SS-S- E Gypsum Board. p P g SECTION 09120-CEILING SUSPENSION SYSTEMS F > YP polyisobutylene compound sealing tape with release paper 2 Glazing Insulating glass units, match thickness and tint of 4 Size 24" x 48" x 5/8" 1 All surfaces shall be dry and free of dust, dirt, grease, oil, or other 1-1]] backing Provide permanently elastic, nonsag, nontoxic, existing glazing, tempered as noted on drawings or as 1.01 MATERIALS 5 Flame Spread Class A, ASTM E 84 contaminents �J nonstaining tape required by code 6 Panel rage Tegular b. Joint Sealant: One-part elastomeric polyurethane, pvlysulfide, 3 Urethane Sealants A Materials 7 Provide 5110 overrun, store as directed by Owner F Existing Coated Surfaces or silicone rubber sealant as recornmended by the building a. One part, moisture cured, non-sag pole•ethane, FS-TT- 1. Non-fire Rated Grid ASTM C635, intermediate duty; components die SECTION09650 -RESILIENT FLOORING 1. Remove dirt, grease, oil, mildew or other contaminents by chemical manufacture' color to match meta(panels. S-00230, Type II, Class A, AS i M x;920-86, Type S, cut and interlocking cleaning and/or pressure washing p Grade NS, Class 25, color to match existing 2 Grid Finish White 1.01 RESILIENT TILE FLOURING Z Removal of all loose, abraded or damaged coatings � H. General b Tremco Dymonic, QSCProducts, Ltd QSC101, or 3 Grid Materials Cold rolled galvanized steei or cold rolled aluminum 3 Intact coatings shall be feathered 1 Fabricate and finish panels and accessories at the factory to greatest approved equal. C extent possible, by manufacturers standard procedures and 102 REFERENCES , IncA Approved Manufacturers ora 1 02 MATERIALS Date y JULY 97 1 Azrock Industries processes, as required to fulfill indicated performance requirements SECTION 08700 - HARDWARE approved equal — ------ demonstrated by laboratory testing A Standards B Materials A. Paint Materials File. 7025--`hl ' 1 2 Comply with indicated p _Iprofiles and dimensional requirements and with 1 U1 DOOR HARDWARE 1 UBC Standard 47-18, ASTA9 C6:;6 E9(76) 1 The following manufacturers are acceptable and need no further - Sheet Title 1 Vinyl Composition Tile Color and pattern as selected by Architect s rulrequirements Adhesive As recommended by manufacturer approval Ameriton, Cowman, Campbell, Dutch Boy, Devoe, Glidden, x 3 Apply y bituminous coating or other permanent separation materials nr+ A. Submittals 1.03 INS fALLATION 2 AMuter, Olympic, Pratt i3 Lambert, Rodda, Sherwin Vliilfiams �I 'I t I I I i r\ I I 1 '(J 4 1. Comply with Section 0'1300, 3 Tile or adhesive shall contain no asbestos fiber P concealed panels where where panels would otherwise direct in direct 4 Slip Resistant Surfaces Areas subject to wet conditioris shall have 2 Materials shall be "top-of-Ihe-line" best quality of the generic type 2. Provide complete hardware schedule for all new hardware. specified contact surfaces where panels would otherwise he in direct contact A Grid Installation with substrate materials that are noncompatible or could result in 3 Identify hardware item �y manufacturer, catalog number, and location 1 Hangers to be a minimum of #12 a, or #10 a, stip resistant resilient flooring complying with ADA requirements 9 g g galvanized, soft corrosion or delenoiation of either material or finishes annealed mild sleet vvirn at 4' and 5' o/c both ways, respectively C Installation 1 03 SCHEDULE OF PAINTING 4 Fabricate panel joints with captive gaskets or separator strips, which 8. General 2 Altachmant devices to as of an a rovsd a capable of carrying 5 _ f provide a tight seal and prevent metal-to-metal contact in a manner 1 All card readers and security hardware to be provided (it required) by times the ceiling load (50 lbs) PP rye p ry 4 1 Patch holes or uneven areas in floor, provide a smooth, even surface A Exterior that will minimize noise from movements within panel system Tenant Contractor to coordinate installation free of ridges, high spots or depressions 2 Finish hardware be fumished with all necessary screws, bolts, or 3 Hangers to be plumb or splayed, and not pressed against pipe or duct 2 Insiall in accordance with manufacturer's requirements 1 Concrete and Stucco SECTION 07600 - FLASHING AND SHEET METAL other fastenings; of sufficient quantity, suitable size, and type for installation. Two (2) coats flat acrylic latex heavy use and long life, and shalt harmonize with the hardware as to 4. C'arr;ing chanoefs and main runners are to be level within 1/F" in 12'; 1.02 RESILIENT SHEET FLOUi,ING 2 Primed metal 1 G1 SHEET METAL FLASHING AND TRIM material and finish Use Philips head type for exposed screws Use leveling is to be performed with hanr,ers taut, kinks or beds are not !v Two (2) coats aklyd enamel through-bolts for exit devices applied to mineral and hollow core be used as a way of leveling. A Approved Manufacturers A Materials doors 5 Deflection shall be limited to 1x360 or 125" (1/8") in a 4' span, if the 1 Armstrong or approved equal B Interior 1 Precoated Sheet Metal 24 gage core steel, galvanized to ASTM 3 All hardware ►or application to fire doors shall be UL approved and fixture causes a deflection in excess of 1/8", the fixture shall be 1 Gypsum Board - Existing s One(1) coat wall primer at bare areasa er e supplementally a s g Independently supported or the rid hll bB Materials A525, G90, with "Kynar" coating, calor to be selected by Architect listed, as applicable d. Finish Match existing supported within 6"of eech corner with a 012 noire 1 Sheet Vinyl Color and pattern as selected by Architect Two (2) coals satin latex from manufacturers standard range of colors 6 A fixture installation shall not cause the runners to rotate more than 2" 2 Adhesive As recommended by manufacturer 2 Gypsum Board - New SECTION 07800 - SKYLIGHTS C Hinges from the vertical this is the Equivalent of 1132" out of horizontal for a 3 Slip-Resistant Surfaces Showers, locker rooms, toilet rooms and 011ie (1) coat will primer 1 Acceptable Manlifacturers. Hager Hinge Co , Lawrence Biose ; standard 1"fee other areas subject to wet conditions shall have slip-re:istar,, sheet Two (2) coats satin latex 1 01 METAL FRAMED SKYLIGHTS Stanley; McKinney Mfg Co ; o approved equal vinyl flooring complying with ADA requirements 3 Palated Wood its i 2. Minimum three-knuckle construction One (1) :oat alkyd primer A Submittals 3. All new exterior oulswinging doors shall have hinges with C Installation Two (2) coats gI oss latex enamel 1 Patch hareas in floor, provide a smooth, even surface Stained Wood 4 1 Comply with Section 01340 nrxhremovable pins or security safety studs. acoles or uneven 2 Submit shop drawings indicating size, col uction, location, anchorage, 4 New doors with closer shall have ball bearing hinged. free of ridges, high spots or depressions One (1) coat penetrating stain frar,iing materials, glazing materials, flashings and curb requirements Two (2) coats ori base varnishents 5 Doors 1-3/4"thick and up to three feet wide shall have 4 - 1/2"hinges. 2 Install in accordance with manufacturer's requirements 5 Primed Metal 3 Submit structural calculations by a stnictural engineer IlLen,hd to practice 6 All butts shall be sized in width to clear all trim SP2 in the State of Oregon. Two (2) coats nikyd enarnel 4 Submit samples of framing components, glazing materials, and metal finish Na 9 702 5 i iPA1MJll 11�(Rq',IiM Nil ultlr I•I MI RIUrI',pr ANNA f .scab - —1 BUP97-0350 16045 SW Upper Boones 4Of13 :..- ,r,:...., wti ar�riY y •i +waw.Ova+nzs.TMR . r. `PSMo +tS� k Il�rl+�f�nlAs�er�rIs+M�� 1e . ,,:••»*r�,rm: �.gen.r g6r 1�kr"n e'. �Adw+tdlf241� _ Mh : .'31M� wn+IrplpfMrrH. .:.+v.>M^.•v"r..t.rat.Cb"o'pq"'..-,.n.F9+'IRwIWv+#.,,yrM+M,cs.r:.{>ry'.✓,wJ#lim ,-. .s. ,..... TF THIS DOCUMENT IS ;.FSS ( I I i I i I Ivill-111-T1111lig i IIII �T - T 11 111 Ii I I II I IIII IIIIII Illl llllr�� i�T�' - ---_______ _-------- , l + __1 1 LEGTBL,E THAN THIS NOTATION, � l.- �- -_-__1-a^ TT IS DUE TO THF QUALITY OF THF ORIGINAL DOCUMENT, --- - --_ - Nose S 86 8ti L� J1qI T,", gii 6ti, �i> 8i IBI LI 9I 9i , t�bt- fin Gi It i 8 T4111-11111- -11 9 A S L tan,r"rIIIIIIII IIIIIIiII,I IIIIIIIIIIIIIIIIIIIIIIIIIIIII l I IIIi�I,II IIIIIIII IIIII IIiIIIIIII�II,IIIIIT�IIII llll�lll I I i oo�� i I i �I t T 'ILII 111,)1111 IIIIIIII I. I IItIIIIIIIIII�II�llll IIIIIIlllllllll Inl�unl IIIIIIII Illl�nll Illl�lul It,IINII241 101 0 SPECIFICATIONS o Uo � n C. Submittals V 0 o eq n Submit color drawdowns of exterior and interior colors per Section 2 Viewing Surface Matte white a v h 01300 for approval poor to start of work 3 Mounting Bracket Standard type. 1 Provide fixtures and fittings as shown un drawl s1 Conductors ;, Copper, 600 volt, #12 rninirnum, size as required for D Color Schedule B Installation 2 Submit product data on fixtures and fittings for approval of the equipment, fixture or electrical device t;mect, t See Drawings for color schedule or coordinate with architect i Install in compliance with mancrfacturer's requirements Arhe Tenant and the Owner, comply with Section 01300 2 Raceways: d Finish While bakr-d enamel •—• 2 Attach brackets to studs or blocking at stud walls, or to painted 1 by 8 3 Comply with ADA requirements for fixture and fitting type a Rigid galvanized conduit at locations subject to damage, at 2 Incandescent Fixture:; 1 t DIVISION 10 • SPECIALTIES wood tnm it blocking is not installed 4 Handicap Shower Fiberlab 500 Fi one plat©bandits shower stall I P exposed locations less than 4'•U" above finished floor, and at a Comply with U L 52 5 Toilets shall be wall-mounted flush value type wet locations SECTION 10520 - FIRE PROTEC[ION SPECIALTIES DIVISION 12 •FURNISHINGS 6 No Bnggs fixtures or fittings shalt be usedb Fixture shall be verified `y Owner r b E.lectnc Metallic Tubing (EMT) at dry locations and exposed c Lamps shall be inside busted 130 volt rated, unless noted ON 15880 -AIR DISTRIBUTION locations more than 4'-0"above finished floor otherwise on drawings 1 01 FIRE EXTINr�UIStjERS GAtitrr!=TS, AND ACCESSORIES SECTION 125UU - WINDOW TREATMENT SECTION c Flex conduit may be used as allowed by code d Recessed incandescent fixtures shall have thermal protection, > d. Size in compliance with NEC requirements shall be factory identified as thermally protected and shall 0 � o A Materials 1 01 BLINDS 1.01 DUCTWORK 3 Panels Size and phase to be determined by Contractor, verify comply with NEC 410-65C cc� 1 Dry Chemical Fire extinguishers location with Arcr tact slid Owner poor to submittal of bid 3 Accessories Provide all trim plaster frames, stems, cords, fasteners O a Amarex Model No 458, UL Rated 4A 60B C A Submittals A Wartc Inctuden 4 Miscellaneous Provide miscellaneous tees, splices, lugs, fasteners, and other items required fol a complete installation b Kidde Model No WK466204, UL Rated 4A.60B C. 1 Comply with Section 0130) 1 Remove or relocate existing ductwork as required for the remodeled supports and other materials as required a Z 2 Cabinet areas of this project O 2 Provide samples of material and finish P tact 5 Flush Floor Outlets Type as shown on drawings with brass cover C Installation a. Larsen's Rola Series, semi recessed 2 1/2" rolled edge, size as 2 Provide shop drawings of the modified air distribution system, plates Protection At insulated ceilings provide thermal protection at w required for fire extinguisher B Materials including ductwork to be removed, new ductwork, diffusers, air 1 ThermalQ terminal units, arks other equipment, requirements oGeneral Work fixtures wit comply with the reuiremtf E h a field fabricate box (metal, sheetiock. etc ) complying ,,, 1 Blinds 1 1110) aluminum m�niblinrl ur B Installation 2 Operation Manual Section 013W with all clearance requirements and NEC 410-66 '.11 Provide cutting, patching, sleeves and clean up as required 2 Install in compliance with manufacturers instructions and code 3 Submit shop drawings for approval, and obtain arid pay for required 2 Remove all abandoned conduit, conductors, boxes and other requirements 3 v Install per manufacturefs recommendations and in compliance `YtUt 3 Provide all necessary componen!s fur a complete and finished product 2 � ADA requirements 4 Color Shall be selected by Archita(.t permits for the redesigned air distribution system materials to nearest live box or pane! 2 Install at locations noted nn drawings and in accordance with NFPA 4 Provide recorJ documents of changes to toe air distribution system, 3 Provide support for electrical equipment with support N w comply eq P pport designed for four Standard do and Afire r identification signage as required C Locations / y with Section 01700 Mmes the weigh! of the equipment, use appropriate hangers, straps, END OF SPECIFICATION 'r H 3 Verity locations with fire marshal)prior to installation 1 Provide blinds at all exterior windows 5 Test, adjust and balance the redesigned air distribution system brackets and fasteners SECTION 10800 -TOILET AND HATH ACCESSORIES 1 Provide new blinds at exterior windows affected by the work in this contract. TVI 1 4 Provide lateral support(seismic) as required by code such as at nes, walls intersecting windows N 1 -ELECTRIC 5 Provide electrical connection to all equipment shown on drawings and 2 Provide blinds at all new refites and interior glass all HVAC equipment. Determine voltage and phase of each item prior 101 TOILET ACCESSORIES 3. Provide blinds at all locations noted on drawings SECTION 16050 )BASIC Ft.EC TRICAL M6�TERIALS AND METHODS to connecting, and provide circuit protection, disconnect switches and A Maleother devices required for equipment Materials 13 - 14 NOT USED 1 U1 ELECTRICAL EOilii MENT 8 Provide grown ling for system in compliance h code requirements o 1 Men's Toilet Room 7. Test circuits, devices and equipment for shorts, cuntinuity, safety, .` a Mirror, size as noted on drawings DIVISION 15 - MECHANICAL A Work included defer.is and proper operation Ii b Toilet paper holder 1 Design Budd Contract. Design new electrical system based on 8 Identify new or relocated electrical equipment per Owner building �. c Crab bars SECTION 15400 PLUMBING drawings, Tenant and Owner requirements, and all applicable codes standards Q d Seat cover dispenser Provide all labor materials and equipment necessary to install the e Soap dispenser 1 01 PLUMBING PIPING complete system SECTION 16500 - LIGHTING (Y 2 Women's Toilet Room 2 Field verify existing condit.ons prior to bidding a Mirror, size as noted on drawings A Work 'ncluded 3 Obtain aril pa for re uireo rermits Q g' y q t 1 01 INTERIOR LUMINARIES b Toilet paper holder 1 Install supply and waste hiring as required for this protect B Quality Assurance c Grab bars 2 Connect to existing utilities, verify location of existing utilities with A Submittals (� dSeat cover dispenser Owner 1 All work shall comply with National Electrical Code (N E C ), State of 1 Comply with Section 01300 e Soap dispenser 2 Gonnect to existing piping as required, verify capacity of existing Oregon Electrical Safeiy Code, and all other applicable codes and 2 Product Data Provide product data on each fixture type including Lt 1 3 Approved manufacturers piping is sufficient to comply with code requirements regu,rements picture, dimensions, specifications, coefficients of utilization, lamp, W ).L a Bradley 3 Saw cut existing slabs for the placement of new piping, patch as ballastand other pertinent information b 6rodni;k required C Submittals h 1 Submit drawings anZ d calculations as required for permits B. Malenals a.a.. Z B Submittals 1 02 PLUMBING FIXTURES 2 Provide record documents of changes to the existing electrical system Fluorescent Fixtures Q 1 Submit product rnlormatiai on toilet accessories per Section 01300 and all new work installed, comply with Section 01700 Z z 0 a Ballast shall be solid state electronic, U L label Class 'P', V O W Magnitee or Motorola unless noted otherwise on drawings LAJ Fixtures and Fittings. D Materials � '^ C Installation b Lamp shall be T-8, rapid start w �+! 0 1 Mount toilet acr4ssories at locations shown on drawings per manufacturer's instruction c Diffuser shall be 18 cell parabolic > Q O O a DIVISION 11 (Y- Z EQUIPMENT ►- SECTION 11130 -AUDIOOVISUAL EQUIPMENT Q W (Y z Q J Q 1 1 MANUAL PROJECTION SCREENS Z 0- 0 A Materials 4-- 1 Da-Lite Model B. size shall be ,6 foot by 6 foot. W U) lf7 Z Ce O Z rn rn _J I I i-- t iJ r� CD CD Q� - — Date= 9 JULY 97 ) ( F10: 7025 - Pl 1 Sheet Title 5PFCIFICA TIONS -ice SP3 iU d6lI !ot'ry'.+•'rt WtNINti`,r r Ni a:kNi4 W lFNi BUP97-0350 ( Job N j( 70) 16045 SW Upper Boones 5Of13 .M. yMst !MM'SR t;n4M'+.nNy:'R"E*+r rrw.,.,.::.. , .,n,. ,w•.N� . �r^ n'rK,w.°,s+na..,,.•�•'Mrw�IRWEIov:a•..,ey.,,g►.o•.a�..;.-. .-.., .. :..•....,.t,.y.,r»t+�•:..aa•w►ve.,r,. -•.- ,yy� -111]1 T111111IIIIIIIIIIIIIIIIIIJIT11T1111111W111111 1" IIIIVIIIIIIIIIII1111111111T111111111111111IIIIIII IF THIS DOCUMENT 1S LESSI I I I I l l I I l II ! I I I I I I 11 I J LEGIBLE THAN THIS NOTATION, I ( �, I �_ 4 I _ �`� ( 11 I �� IT IS DUE TO THE QUALITY OF THE ORTGINAL DOCUMENT. - III -- -_ � -- _ �,,,/ 771 �S 137, Gt 9Ztil till ILOL8I8iLT 8T 9i 1►t ST I Lt + tt t 8 L 8 S + S + L To r����I���� ��I���� ����I���� ��►�I��� I�� I�I��ti'l��I���� ����i���� ����1��� � �I���� ����I��I������I���� II�II�III I��I I�I� IIII �II� I��� I��I IIIIIIIII I SII If II��III���� ����ll�ll lllllllll (IIIIIIII IIII(�� ����������� IIIIfIII �I��III�I IIIIf� ..I I �� VIII24 ) 1 ' SITE PLAN CENERAL NOTES T. NEW PAVIOG'61RIPING f C* 'N fW PARKING AREA 9401011N.(COORDINATC MATE+ OWNER) tU 1 ROOF AREA :iHOWN F% R(I E In NCE ONLY, SITE VERIFY E XIS TING CONDITIONS FOR NEW SKYLIGHT > � 3 3 WtN PARKING AREA TU BE RESTWI D AS %NOON NEW CURB 10 /P NEW AND EXISTING CUIft TO ESE PAINTED YELLOW OTH "NO PARKING" PAINTED ON CURB toy h10'T"ES � '� (�►� NEW PRECAST CONM+TE PARKING STOP *W COt!CkETE SIDEWALK TO MATCH EM1114G VOTH/TEXTURE - 0 FUTURE LANDSCAPING AREA, BY SE PERATE PERMIT (Ir', f T V NEW CONCRETE RAMP, STAR AND LANDING WITH5 TE.EI MPI: T Y ! HANDRAII.(PAIN TFD) SEE EIEVATIONS FOR MORE INFO ui I !? O NEW 6" EXTRUDED CONCR( TF Ct*li • ^� r� , I �`� OEMOIISH P'ORnON OF EXISI"MNG FXTRUOERES D CUNCREIf CUQ t� LXIS1 SIDEWALK NEW SIDEWALK *' � � AS SHOWN • ,` ' - (D EXISTING CONCRE TT Ck fz6 AND L ANDSCAPF ISLAND TO REMAIN NEW CO NCRE TE PLANTER MOX. SEE ELEVA nONS FOR MORN INFO I • - -._�_ ___1 Z EXISDNl, tREE fU REIJAIN W I .,.. io REMOW PORTION Of EXISTING CONCRETE SffWALK AS SHOIA Lu L.L NEW '�-- -- _� - 'r.,,.,.-.�. .,•v' .� � �,:• r.�.. �N \�� X It VAN ACCESSi&f PARKING SIGN, SEE 4/SI (n Cr Z • - Y `-_ 3 C�) NEW SKYLIGHT, SEE kEFL[CfED CEILING PLAN ►- Ld 0 f ti fXIS TING TREE 10 REMAIN, VERIFY EXACT LOCATION PRKN TO ? � 0 � ' • ~ -�' \S LAONG OUT NEW RAMP i4 EXISTING LANDSCAPING TO REMA;N � � ♦ �� z III O EXISTING FIRE HYDRANT (Y Q j j' f l tb EIASTUVG TTtEFS TO HE REMOVED, CUORDINATF W/ C�WNEFi CL g 7 r� � ,f j, ,'jam'. RM PLAN LEGS (2) £Q0 SPACES (4) EQ. SPACES 0 9'-4" = 37'-4• 5) EQUAL SPANS 0 g'-Q- -0" W •,/ jr/.' �.•��:• ,✓ S - EXISTING WAIT OR CONSTRUCTION T(7 RF MAIN II) • � ,� -�-�. ._ — — -- EXIS r1NG WALL OR CONSTRUCTION 70 K REMOVED NEW PAVING, SEE SPECIFICAT',ONS FOR MORE INFORMATION t Z NEW LANDSCAPING _J 4m cm 1 ITE P AN i ; TRUE PROSPECT I I i NORTH NORTH UJ -- (N) H.0 POST AND SIGN --------- 6" CONC CURB i VERIFY .7N TYPE INSTALL. — STAMPED PATTERN IN E'ER ADA E�EQUiREMENTS -' CONC FINISH RE SPE` Ln 1 VERIFY _ _._Vf:RIF �. 1. 12 (UP) T: 12 (UP) I ! I w MAX -^"Tf7fK � ' M I (1 GENERAL CONTRACTOR SIGN N1c POST I TO INSTALL PER ; (TO MEET HANDICAP I MANUFACTURER'S i i CODE RF'UUIREMENT5) i INSTALL SIGN TO POLF RECOMMENDATIONS 1 � �• — � MON SNAIL STATE IN I" T---- > W/ (2) OW MAY TAMPER STEEL TOP CAP T YP 1 MGN WHITE LE.T IERS, PROOF MACHINE SCREWS _____ �`� _� I'•�l Y � a ., � ,r ,� HANDICAP PARKING _ v ` SIGN TYF ICAI -EDGf OF WALK "PARKING BY DMV Y .� --- CENTER ON AND NUTS TYP ( i A � , DISABLED PERMIT ONLY I 1 A VIOLATORS T T J PARKING .�l Al.! �/ < ,'' ' r TOWING CINDER ORS -+-�- sh.et . ~� , _._ 811 620 AND A FINE UP - TWO r TO $3N UNDER ORS 51 TE PLAN r FLUSH W/ 1<1 811 Bl f 615" I i --ICN (SEE PLAN + Rl C)r• rAl1 EXITING _ FLUSH W/ r, '--` -- 4"WIDE PAINTED I +" WIDE PAINTED fMBEDO,'_D POST PER AND SCHUDME) GRADE EXISI G` STRIPES (TRAFFIC STRIPES TYPICAL MANUFACTURER'S `TT " GRADE -_ ____ _ YELLOW) AT 74" 0 C I RFCOMMENOATIQNS - VAN ACCESSIBLE SIGN L_ 1'-0" SIGN SHALL STATE IN I" HIGH LETTERS. b �l ,il Ater(l "VAN ACCESSIBLE" I 5/fr-s#1w STEEL E'I°E 2` 3 ^ON PAINTED HANDICAP PARKING 8 U" tf �t1 ..-� PLAN _ _ TYP ® VAN'- SM9LE/s YPICAI. JII +� NEW NFW DAAN ,OREGON �. MP SIDEWALK NEW 1- /�/� (-7 __- ---- IINISFI GRADE SIDEWALK $IDE WALK / _ rte. I,OADINi, AREA .— b" CONC CURB (BEYOND) ��. � 8' ID" TYPICAL - -- —-- L+ AT HC VAN EMBED POS TTIN - -----owl 1 U EPDXY aECTM A`A 9' ', SLEEVED FOUNDATION TYPICAL_ •J M C RAMP PLAN ) kl!PED PA%NVG STALL HN�?lC:AP PARII�IANA SN 11 A / �(`-�wwMwI �_I•� '�Y� 1 �N� P T i , i �t si BUP97-0350 jot) 140. 9 16045 SW Upper Roones 6OT13 TTI L IF THIS DOCUMENT IS LESSLEGIBLE THAN THIS NOTATION, ----__ -. __ - ___- _ _� ---- --- 6 T S T T QUALITY OF I DUF 0 THE QU - No.9e ..rrc ��ul�� 0?0 ` THE ORIGINAL DOCUMENT. ---- -- 777 F 6�� 8�Z I LI1T 19L 9S 6�L S I 6 tL L 8t 8t Lt 9t 9t 1 St Gt It 1 8 L 9 Q f E 9 tani� IIIII IIII�II(IIIIII�IIIIIIIIIIIIIIIIIIIIIIIf IIII�IIII IIII�IIII II III�IIII IIIIIIIII IIII�IIII IIII�IIII llll� IIII�IIII Iill�llllI�II�I���II ILII III ILII IIII�IIIII �������� I�I��II ISI ��i��i�i �ii��ilitnli iII��IIn In�lni IIiI�IIII nii�lil U LASTING FLOORING TO BE REMOVED LXISYING CONU41E F[.UOR c E)OSTMC SUKNDCD CIEIUNG AND EXISTING OPLN 10 •1 RUC YUK LIGHT FIXTURES TJ Of REMOVED v j .�3 DISIACUTM FLOOR PLAN GENEfW- NOIES J 6 401mm r, . wr. M � 'Vow" Now 6 AML REMOVE ALL EXISTW FLOORINC MATERIALS AND PREPAPF FLOORS P1 6a .0 FOR WW 1 T 42 PATCH AND REPAIR F*5TW TURRIN(., 0 t*AG WALL LOCATIONS PAIN 110 MATCH NEW FNSH r „ � III• ! �i .' �if II k II I r- 3. REMOVE ALL EXISTING CEk.ING W. AC(AJSI", TILE, AND 1 1 T T LIGHT FIXTURES UNLESS NOTED OTHERVA51F. ii� 4 COORDINATE WTH MkCHAN!(.1.,kt .AND FLECTICA1. Pk" TO KMOVAi If u Of ANY LX!S!INC DUCY"K CON001 114 CXISTING CFIIJNC 1" ' - ' Ip I F _ i IT C1 EXISTING REUTE TO 43E: RELOC rF D, ;a, j jjy,,f. i,L.AN ,)R NEW LOCA nON Y I ol ACh CUT NEW OPENK IN EXISTING CONCRETE 01.1, VERIFY ROUGH OP[MIC OWNSM NIm MNDVW MWJFAC11)RER 14 00 E)QSTW ELEMAI. Ct,0S[- TO (3F Rt mOVED, PANELS TO REMAIN u REMOVE EXISTING FURRING FROM FXi711W CONCRE11 WALL Li le UJ /4 (0) REMOVE EXISTING A(XL W 1)" ANI) TRACX or 0, z REMOVE EXISTING CASLWORI( 4< 0 U PROVIDE ROUGH WCW4G FOR 3 () '- - X 7'-00 700F2700F2AND FRAMN fuF 'POP-OUT" PORTION Of MSTW CON(X1T PANEL, VERIFY C) Li U, 00 ROUGH OPE LAMENSION NTH MANUrACfURER Ile " If CS) REMOVt (:XISTWC PIPE RAILING -?if) INFILL EXISIINC SIAIR WITH SAND/CONCRE TE; LEVEL SUWACE AND PREPARE FOR NEW rLOORINC z < Rt- -MOVE EXISTING CHAIN LINK FENCE, ROSTS, AND GATES REMOVE EXiSTW DOCK BUMPERS, PATCH AND REPAIR CONCRETE < PANEL. A5 NECESSARY L.LJ REMOVE EXIS-19,%, PIPE GUARDRAiL, PATCH AND REPAIR AS PIEQUIRED 02 RFMOVE EXISTING D(Y�R AND FRAME uj 15-1 1/2- �t 013 REMOVE FkSTING SUSPENDED LIGHT FIXTURES 3: D4 RLLOCATE EXISTiWC, SUSPENDED LIGHT FIXTURES, SLE FLO(* KAN "N? 1, FOR NEW LOCATION Few- (0 iD M O L i T!O N L CJ Ca 1 C i L I IV C� �'L A Cd) RLM01,T FXIS�9NG STORQ� RACKS; RELOCATE MAXIMUM LINEAR XRF7- =NNP FOOTAGE AS SHOON FLOOR PLAN 0 =aD O* REM00 EXISTING OVERHEAD STORAGE AND TI19t. STEEL SSUPPORTS z TRUEPR-ICI NORTH NORTH 107 DEMO EXISTING CONCRETE, STAIR AND LANDiN( REPAIR EXISTWG ADJACENT WALL AS REOUWD REMOVE FIXTURE AND FOR NEW FIXTURES. SEE -7 FLOOR Fl.AN 211194OUnION R-MI PLM LE<eC cn qw EXISTING WALL OR CONSTRUCTION TO REMAIN EXIST146 WALL OR CONSTRUCTION TO BE REMOVED X EXISTING \ANYI. I-LOORIN(; TO BE R[MOVED yy ce U-5 cr) CL 0** 14 JULY 9 .7 7025—DEM DEV01 ITION FLOUR/CEILING P1_AN BUP97-0350 D1 16045 SW Upper Boones 7 Of 13 50---b—NOR 97022 Iwo 0 If THIS DOCUMENT IS LESSTITrIIIIi IIIIIIIIIIIIIII IIII; II�111I1 iIIIIII �I�T�T11 1�TIIIT1111I111 I�1�1�11111I111 IlllllllllillLl IIIIIIIIIIIII 1 IIIITl111�11111 111111 1111 LEGIBLE THAN THIS NOTATION, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT. N0.36 0?0/ 8t 8T Lt 9 91 111 T1 L 9 9 Ili, Ili,Fgiiiiii;i Fgm I iiiivilgii I,ii I Bit,Ili II IIIIIIIII I'I'll 1111,11"ll O1 MOOR ca. Nc78 18'-7 3/4" � 10'-4 3/4" � 10'-7 1/�{" � 10'- 7 1/4" � 10'-7 14" � 10'-5 3 4" 1�-8. / / 22'-9 �'-b 1.7'-10- NEW rARPE 1 ALL AREAS (VERtr Y MITIS OWNER ON 1'41f, ; *. �f uwI F"r s W)Tt-0 O IWE:RINSF 4` =' ' 7 tiT `t 2 ALL EXISTING I Uft"G 0 EXiSTMiG EXTERIOR WALL TC REMAIN ci '` '� 7 �. ,� �. 1 �•r ! t11' � e'er , i ,,� .� �� �_�/'_ R I ' U,N,Q. WAICH NETT COLOR ANO FiMSH • r • ��. • ..... ♦ ..... • rte. ....+ r1 f.... J ..� . Y I .�.. ..�. �I ♦ .r� .► �. •�rw ♦ 1 •��� raM.�. ♦� ,.�. • 1� t 7 .�.� / ,.�,* ,� •�j*,,,,,� +,1,-- ---- ....,. ...•,� _ 3. CONTRACTOR SNAil NO I SCAI-E INFORMATION TION FR€M QRA"GS U F 0 (E) FIN - -i; � _ _ F TELL, VE hIfY L XISTi4C CONDI TITINS l�F2 NO[if Y ARCHI TE(:T CO ANY Mi'.7�.M�tf, Lrt1�iENS+(INS. INVE i t _- ; C�i1C�t]I�i11A � �f� rti L' _ -- _ °` o - tUa 1Q6 -� _ FLOOR PLAN1 NOTES `. �~. . t c.- I r- .. L-__\ lam) W0 I) k V G Ex TERIUR WINDOW. 1 R*y R(AA;G i _... _... ffPi " .f _.. OPENK; D(UNSION *-'N MANUFACTURER 103 -- e• �� ICIA 6 122 L._'� = 1 s ,—D NEW SILWtFRUNf, `ki I/A4 -OR W*E DE)AtLEI) VCWMA!iON ' s �.l � •'� ,n '_ CLEA771 fFr �1 ,.. 3V NEW EX-i;,ioft W1N0(JW • EXISTING (*ENING. VERYY r XAI T `,IIF 3 2" (~G _ _ .•3 1 - 4? ---<� 111 �� Ikt FIELD ' 26 _ 123 _ I I Nr AL10 Cf ER LIMIE OF NEW WALL MTN CENTER LINE OF A6 120 IC6 4 L XIS TING MULLION 10I ' 1DI RELO�'•ATED EXISTM RELITE, VERIFY EXACT SIZE IN FIELD G 17 / 1\ J j Z 1 I ` C 1 I 114 )� 1. G NEW 3'-0" X 4 '_ T �- -- _ dD .� ,u B A,. � VATP REI.ITf 0 3'-0' A.F F , SEE INTEF'IORELE O►N, ui `` 1102 G some° 11b CHE I;t!! 0MWfNG FOUNRAINS. SCE MANUFACt'JRFH'Sce24 Q QV SPEC.:FIC 'JN F:m MOUNTING HEIGHT AVF �"'"" it G 9'-/ 5/4" 7' 0" t 8'-t0 13 1 9' 0` _ i NEW +,tACREI�C 'AAWALK, SEE SPEC41"ATIONS c) 3 . ._-..- A3 A9 �, MAW i CLK TYpICAI woownw 119 '~ ��' ' I' � - �) � a Nf. CtICI�FTE RAW, AND LANDIfIGS IMT'1 ! 1/1" DIA STEEL_ iY n _.-_.__..__—_ _ / `" TUSE �;UAI?Dl, Nt?FcA(l. SEE ELEVA TIOPIS FOR MARC INFO � r 112 I _._.___._.`..... Cu NEW SKYLIGHI A80VF, SEE CExaC PLAN FOR SIZES Ahl) {{' LIP-L] ,) RCPT `� l + �TRU.:TURAL DRAWINGS FOR MODIFICAIIt�IS TO r XI;TING ROOF � _ o 5 tRUC TUFTE � � E L + W � �U) ) � I ,V /� L+-1 I -� '�' ►I l r (�� ► -- --- - - �?) NEW CONC>?E TF. STAIR W/ PIPE RAIL TYF> W 'L. I ' =2 ..� 12 7 3 - i ---' '' _ . I 11� ,z 14EA' WALK ^ F MAT +� �� 13 NEW LOW WAL: SUFPOR T POST, :;F f 16/A5ALL _61 --AL _ ,� FLAN L E080 fY _ } U ` a ` I - - EXISTMC• WALL OR FURRMIG TO REMAIN CL. 4' 6NEW r ULL HEIGHTWALL. SEE WAIT I YPE ►- IrJ Ix A1 " i z tl Q 117 \ I NEW PARTIAL HEICHIT WALL, SEE WALL FYPE`; III w 1 t9'-3" 5'-11 1/4" I f— y 7 Aa t# D'JPiLX C?t1TlET O 17" A f F . U N U I � .� In O PLAN D E_# DE01CA1ff) DUPLEX OUTLET O 17" AF F , U N 0 DUPLEX OUTLf T OTH GROUND FAULT PNTFRkOPTER O 4.3" At F TRUE PROJECT (�) NORTH NORTH <., COMMUNICATIONS JACK 0 17" A ., F . ') N J 0 j 0 i DATA JACK 0 17" A.f F , U.N 0 LIGHT SWITCH 0 48" A.F F U NO HOSE BIBS' ' aw F SEMI-RECESSFO FIRE EXTINGUISHER (E) EXISTING } (N) NEW U.N.O. UNLESS NOTED OTHE.RWISF I � P WALL. TYPES A.F.F. AEOVL F1NIS►+ED fl(XiR Ic i Ln L� PROVIDE DEFLECTION 10 1/?' PROVIDE DEFLECTION � HEAD 0 W'�l5 TO �_-��� _- -�' HEAD ® WAlI.S TO I C� ,,,, f?UDF DECK _ ROOF DECK a I I ! 5 Ei" TYPE 'x' IF- I 5/8 TYPE x' _ 5/8" TYPE 'X' / r,YP BD E A f Ac;E 5 j8" TYPE 'x' 15/8" TYPE 'X' I a GYP. BD. EA. l GYP. B0. EA ( YF'. GYP. BD EA GYP. 80. EA. FACE FACF I -- 1 5/8" 0 24" 0,C I FACE FACE FU MNG STUDS LA SIDE --------� ( ONTINUE FUOING TO � R-11 BATT INSIJI ATION DMV 14 JUL.Y 97 6� ABOVE GRID, TYP) -�. _-- __.- 3 1 2" 0 24" O C E b" 0 24' U C97025 --Tr - 1 MF AL STUDS LL __ _�_l_ (E) CONCRETE WALL F i 1 2" 0 24' O.0 3 1f? 0 24 U c _ METAL STUDS - _.1 _. MFT/AL STUDS - METAL STUDS T �%��+x;51 TU ROUE Uf L.k 11 N i; 8 WA U iU 6" AEIOVE CE(I.ING GRID FIJRRfD EXISiIN�• C(MICRFTF WALL I l�W WALL TO 6'-0" A.F F ) WALL TQ ROOF DE GK U N.0 FLOOR PLAN/ ., ---- ----� �— ( WALL T YP F A I " -- 5 8 TYPE X' - 5/B TYPE 'X' - -__T. �'� ! • F n / 5/8" TYPE 'X' r' � Tb 6" ABOVE CEILING GRID �/ E 'X' I GYP BD EA GYP B AW.-_ R 1 YP GN1' NTl.bRi r�c�rl ; �J 1 FACE I F ACf D F 3 1 2" ® 24" 0.C I , `Y f Dl) E A -' ME AL STUDS WITH R--ll - ( BATT INSULATION TO ROOF � ���N DFCK, TYP j ----»- i 1//) ,4- I, r 3 1 2. 0 24" O C. F 3 112- 0 24" 0 C l w rAI METAL STUDS __ --(F) CONCRETE. WALL 1 -- 3 112" 0 24" 0 C ---� MEi AL STUDS 1..__..__ ___� �f A � �- -� ME L srlr0_ Al ! II-) F," AEjU>>� � + IL IN' (,F11U L�)W WALL TO 54" A.F.F U N.0 EXfERfOR FURFdED WALL WALL TO 11NDERsIpt: 0� CFILIN, TU...a _A f .�...r....r,_.........._ -- .ri.......... 1 BUP97-0350 �..,w...� ,�..,.,i._..... „j"""""' � �..,...... .�..�....r�.�__..��._...,_.�..�....�. Al 16045 SW Upper Boones 8Of13 40'AMA, rp7 r.•. hM w"11r,� r. rlih*6 KIM ,l�L. W.. ��7007c� . "' -......,.,. .eir�•sw"."...a��.E;IT.IIiM.+d„��r.a.x„-;�ror°.......glgwMSMeX'M4rt uMMNM.Yi1.�1.tMve,+!tysr.nMWMt +Mn"w7�"";"q"!l" ... . !o�w4rlt!!�A►"tr••, Kaw�.nr;"vwnex.rtMAo�,�+M•r+rwry y,e,..,..... r' .i•w�r+r . IF THIS bOCUMFNT IS LESS T� III 1111111 III 1111111 111111� III� 111 11 III III 111 11.11111 11-11111 1111111 111 111 III III III III ILI III III III 111 111 T11�1�1 1 1 T1T 1�1 111111 1 III IIl 1111111 III III 1111111 _! I1 I + Iz1!I l3I I_ I SLI +!�Ll I6 I � 7 ' ! 8 I � 9 . � 1 1b il, I 12 LEGIBLE THAN THIS NOTATIONS � � � —Y�—"� IT IS DUE TO THE QUALITY OF / THE ORIGINAL DOCUMENT. --- _ _ NO�" #u9us� ag fi 8G 8G LG G 6 >rG 8 6 tG G 8t Bt Gt 8t 4t ii't SI GI I t711111116,111-111, 99a+r1 I VIII IIIIIIIIIII IIIIIIIII IIIIIIII IIIIIIIII11111111II IIIIIIIII IIIIIIII IIIII{�III 3• I III I mill �d} 0 1D F U '0 CEUNG PLAN GENERAL NOTES I ALL NEW ACOUSTICAL cElLwc FILL;: TO EA ARMSTRONG SECOND TOOK a I 2 NOTYFY ARCHIIECT OF ANY AND A-11 (FUSER LOCATK*!) cu PRIOR TO FINAL INS TALL a. Qi - _ 1. 'I I A6 0 11 I A _.. I -- _- ' S FOR LA FERAL @RA(.ING AT SUSPENDED CEIL1t�G GRID SEE I/A5 p 1 .'K 1/A_ & 5 0 a 6c 4 CONTRACTOR SHALL NOT SCALE W ORMA 11th r ROM ORA04GS ►w 1 A (E) 111111011 JOIST I ° Ct I _ ._ FIELD VERIFY EXISTING CONDITIONS OR W)TIFY ,1RCHNTECT OF ) _- ANY MISSING DMIENSIONS li I DERO DECKING 0 SKn IGFr o 5O 5 UGHTING INOMATION 5HO`oN EFERENCE ONLY SEE ELECTRICAL 40 DRAWINGS IOR MORE DETAILED LI'=HT ., XNfORAfION.01PENWG � I 1 I W EXISTING BUILT-UP ROOF ATTACH 4 X 4 TO EXIST. M. MKIO[) JOISTS WITH ago 4 x 4 x TO AUCN ' '��/ ' , I I ICELJW PLM KEfM NOTES ? W/ SKYLIGHT CURB ;II = l - c % u .yj 1 �2 _.� 0 0 0. o - _ _ AS _ _ AS ( A (� NEW 4 X 6 SK YLfCHT, SEE DETAILS THIS *L T o GYP 90 SOFFIT 0 7' SEE INTERIM ELEVATftS � Q r - �KYLIC�-i"� 9'-�l3• - - - - F -6" A F DTI 7 I 5'-0' LONG UtWS'fRU T SUPPORT,T, A I TACH IO TOE' SLOE OF BO'TOM ..u* CHORD 1 EXISTING WOOD 101 T, FIXTURE CENTERED •�I� \� O \ d OPEN 1() 'ifN!/l'.Ti!MF - N 'I _1T '1 NEAR Alkall't D 12 I 117 L! kUkO r MAWV MIA.ATEU SAFETr �-- i's�t _ �_ • • GiAINC SEE Lill,_ _1P UJ sacs 17 _ PLAN KEYM NOTES _ �i ..Y. A& n � aIl. V / LAJ sm _... ._ _. WALLS BELOW CEILING , 4110 END ELE.VA TI ON 0 WALLS ABOVE CEILING a REFLECTED CEILING PLANLi cr z Q Q 1 a.TAR AHNoo11E.0 NEIN 2 X 4 SUSPENUED .ACOUSTICAL CEILING Q (1 0 - iN� A w — E-- �kLW FRAW i --,- --------- ---- --- TRUE PR:I,ECT I( RUE 8008TH NEW GYT' 80 CEILING OR SOFFIT, SEF PLAN LI NOR FOR Hr IGHT A FF cn tNsuurEU ;,aFf.rr- � r� aAzwc l.�J NEW 2 X 4 f LUORE SCEN T LIGHT FT X TURE __SIDE E 1_E VA T 1(J N_ NEW 2 X 2 RECESSED FT UORESCENT LIGHT SKYLGHT FIXTURE 5 • ., �LEVATiONS z � -(ltf5 RELOCATED SUSPENDED STRIP FLUORESCENT FIXTURE 0 9'-0" A F V 3 Q RECESSED CAN LIGHT �^� - I � rn \ % y SIISPENDID COMPACT F1.0ORE.SCENT, ATTACH TO CPT CPT m .t - �1 NEW GRAB S w 1 rrIfTAI_ FRAMEf) - ----- ------ —_-______.. ___` �' V �. _ _ 0" x 4'- C;" } TUBE FLCIURESCENT LIC•Nf FIXTUpE ATTACH I SI(Yl►GH T PER ADA NEW 3\ OPFIC✓E 14,110'1EN AC:C:0UNTIll I MIRROR �. 12-I - I I ___ -I SEAT COVER TO BOTTOM CHORD OF EXISTING W000 JOIST �- _2_ 11'T L _1 DISPENSER Nf K' LAV• WRAP I �-- LA PLUMBING PER ADA SEMI-RECESSED ADJUSTABLE WALL WASHER 3 L . G G 3 I -- I - NEW P LAM COUNTER. WITH GAFF-LE 24 GA PRI-COATED — -- _ I A7 A? I SPI..ASH A EDGE (PL-3) F1 ASHIN(; 00 OPP CEILING MOUNTED EXIT" SIGN 1 H AND � LS--- ---� ---- - --- - I t7 I I 3 CANT *ALI, MOUNTED EXIT SIGN I V c NEW P LAM CLAD �E 1 RRACF (PL. ) t r T LA.� X�.1L.S FAN L1. 1 O �:tPATCH ROOF MEMS. ____. .___.____._ 6" COVEN O CURD EXTEND LIP CURB ,'V BAq C1114te, 14 JULY 9 (L) BUILT UP ROOF ,cIt �Fii� 70.? 0 SK YLIGH I C PF-1�IN(; f70 2 5 RCP � ENLA �GE�D FLOOR PLAN TOILET ROOM ELEVATIONM,>t Tab REFLECTED� � ('f=!I ING PLAN 17" r h." MDF (RIM Ar IF'AINT� � ,X\ f a 4x4 (ALIGN WII � X1 SKYLIGHT CURB) � ` • OREGON SKYLIGHT CURB ...�._._... 6 -1, 1 G' _o I., I • BUP97-0350 1 16045 SW Upper Boones A2 9Of13 ;,f'f+Nlr .w' R i• NKMlfrt i',f r YI PTS�.+� , ► Not 97025 ,. iW.A1�gG!+�?mrs.riaMp,, rrynywifi' A_"tRM""'^"n"'^'r�--. IF THIS DOCUMENT IS LFSS ��IlTllllll'I lllll � lllllll I IIIIIIIIIII�I I IIIIIIII1711 1111111 11111(1 l�ill111111llll IIIIIII IIIAir 1II I ! I I IT IS D THAN THIS NOTATION, _ � !j 6� I 8 I � I 10 I 11 I 1� 1T IS DUE TO THE QUALITY OF -_ ---------- LL_�_.__ � - �—____ � THE ORIGINAL DOCUMENT. I _I9�lfNi°'96777 I'll 9t 41 6 �11 Is, I, t 111111"11111111�111'1 LIIII9Ilt luS1111l11 [, 81L811111911TIIIIII�111161�(II�SII IIIIIIIII 111111IIIIIIIIIIIIIII IIIIIIIIIIIIII� lllfi1lG 1I! E-XIS?INC \ ► W SUSPEt Ep GE�.ING - W00D TRUSS D NEW 1LUORESCEN1 0 8'-0 AFF. \ ANEW SUSPENDED CEILINC -- LIGHT FIXTURE \. —.-.-___ NEW 5KYUGHT, SEE GRID 08'- 0* AFF REFLECTED CEILING PLAN ad a 71, LV - V V \ � �14 31: flo, rod j eA - �, 17 - __ - - g �- 4� KUHITFP 11A')j E psmG --- NEW FLUORESCENT `--- UJI NEW SKYLIGHT, SEE - NEW SUSPENDED COI IN(, atom WOOD TRUSS LIGHT FIXTURE. \ / REFLECTED CEILING PLAN GRID 0 8'-0" A t f NEW SUSPENDED C}ILING C1 GRID 0 8' D" A.F F i.Y if I w _ + t ZVI z I 1�1 W o L+'I ` OFFICE � i OFFICE g cyQ L..t Lu 4" RUOBER BASE I .1 Z NEW SUSPENDED 8' UNISTRUT SIIPPORI F(.00RFSCFN! - CEILING GRID 0 9� 0" LIGHT FIXTURE WOOD GYP I*) '#F!i FROM 8'-0* A.F F �� WOOD JOIST r TYPICAL TO BOTTOM OF ROOF DECK NEW RELITE I� NEW RELITE ~- W[W STJJEFRON T HE YO N(} I' __ _ 4" Fh.W.R 14 (14 I I + �--- — GYP BD ► � � _ , � BASE Mss i Bonn" _ _ _ __ __ il L m (I. I NEW DUAL HEIGH I URINKING f UUN i AIN'., --' NEW 5/8- GYP 90 CEILING 0 W-0'• AJ � �I N W X 1•EEL H W 6" ME TAI STUDS 0 12 O C , BRACE TO I SEE MANUFACTUREk'S frICKINTfNC, r+.f!i>FI f S1AINLESS STEEL KICKPLATE EXISTING STRUCTUkk /� 11 JULY Y 9- I i a CT r �E� VA ._ F 702`.) ELE Sties Tift IN TERIOR F"LEVATION`S I . r h AnUA i NO, RFGON .;, OF BUP97-0350 6045 SW Upper Boones e 10 Of 13 I� IF THIS DOCUMENT TO ],FS T f l ( 1 1 1 1 1 I I l l l l l l l l l l i l l l l l l l l l i l l 1 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 1 1 I 1 1 1 111fI � I1II � I I � � � I � I � 11 � > ISI I � ISI ISI Iii i � � I ISI � � � lt 1 I � I III ISI I LEGIBLE THAN THIS NOTATION, -- - -- I . `"1-- -- - L- ----�, _—�� -�---"�-- --�- --6� --I- - I I �U 11. I 12 IT IS DUE TO THE UALI Tv OF -�- - -----� ---�__��_ THE ORIGINAL DOCUMENT. _ __ _-- -- �- _-- -r__. _ -__...- _-. ------. ...._.._-- — _—. _ No as O'�x� &4gus-f Illlillllifllllf II(IIII(Ilii(!Illlllllllf Illilllllllllllllll�llT"s IIIII IIII(IIIIII Illllllllllllll I II �i' g T I� T91 Q1 �III�� fi T 11�t i t T s� e -�t s �9 >` !Jig,, ~� T II ( 11111111,1111��11111111111111 IIIDIIIIIII I) I III IIIII�II II I I��II����I IIIIIIII II IIIIIIII IIII�II�Ii��II�I I II �ll�����IIIIII�I111 II111111111 X11 Illlli� I I IIItJII _ .e„ EXISIIIWG CORRUGATED -- METAL SaFIT (X--PT--- ) M -- ---- --- NEW GORRUGATEp ME.IAI TO MATCH +� 10 -� f --- - - EXISTING EXPOSED AGGREGATE CONCRETE PANEL --- _- '--- ----- __- NEW N-UX 6'-0' WINDOW. VE RIF Y ROUGH OPENING (NMf NSION WI 1H I MANUFACIUkfK v a NEW $ tIRfF"T _- - NEW STOREFRONT MULLION 0 \\ � O 36" AFF (MATCH EXISTING) � '� ;+ 5EE DRAWING NO '� rHls SHFf � SEE 11/A5 f OR RAMP Ell`�A i tqN 4 EXISTINC, GLASS EIt-ACKEU f V'JINC JOINT LINES - _ __ __ v o OUT FROM iNSOA ;, W) t NEW SPAIN OWL GLASS (TYPICAL) ui 1F=VATION EXISTING SCUPPER low BOX, X PT-2 -- ---- a -- ExiS11NG SCLtPPFR BOX. x-PT-2 ROOF UNF Ld----- i I i LU V) i EXISIING EXISTING JMT LNWES - EXISTING ( z S JOINT LINES JOINT LtNE 4 ( � uj� 0 � 0 v (Zt o Ix f EXISTING DOWSPOUT - -- — EXISTING DOWNSPOUT f X-PT-2 i i la.J x-PT-7. < IL 1 •• — - — - - _ -- -) - i z Q. 0- EXISTING CONCRETE PANELS iui L« 3 ------------------- O 2 LVATlON z EXISTING CORRUGATED METAL (x--PT-2) – - I -•-� I J 1 t-------- EXISTING JOINT LNVES rn i NEW 00OW 0 EXISTING NEW 3'-0" X 7'-0" HOLLOW DOOR OPENING METAL DOOR AND FRAME (X.-PT- 2) -- ----- - --_ T NEW TEXTURED CONCRE 1T r- - --- If / PLANTER BOX �j EXISTING EXPOSED AGGREGATE CONCRETE PANEL U NEW 1 1/2" DIA STT-EL PIPE RAILING (X-PT-2) 6. FV� NEW STOREFRONT MU(LION I L ~ i O 36" A F.F., SEE I1/A5 2'-6" (ABOVE GRADE °• ---�___.____--.. --------._._._ _-�-__..__---_ ��Date ' JUL Y_ y 7 �ti ._ Fes► . X02 5 �t w l -- --•- _�_._......._.__.� 1/."" DI METAL RODS NEW CONCRETEf XISTING STORE-FRONT - STAIR —7 NEW COCRETE RAMP 0 `" 0 C TYPICAL SEE FLOOR PLAN ft" T � E EVATlOry ST1 PIAN fOK OiMENSI(>tY5 LEVATi N EXTERIOR 4 EF_EVATION CNI ji .` 256 LNG __ - - L� ti•' .' OF A4s' 13UP97-0350 - -- ,, � 16045 SW Upper Boones 11 01`13 N& y 702 LEGIBLE T11AN T1F TH1f DOCUMENT IS LESS -T�If l Ilill Tlr�t�-IIt�TII;i Ijli � � ll �jlil I � � III � � 11111t�1 t�r�t��tlt�lll t t�tjT�t�T�lllll I � I� � i �' � � ili�J� � � � ilj � Illillt 1�11t�> t�t�T T T1TlljT t1t tit I � I �III I �I�i�t i�lli�l ISI t t I }ITS NOT'AT'ION, IT Tc DUE TO TP �1JAT1 _Y OF THP, ORTGINA1, DOCIUMPNT, l fNo �.l3i6 T � 80i, �� �iii� i� �� � �i�iL �I�6Z11I�� �� � 1111111111 ���� �������� u a� 1 5 POST CONNEC t10N Of VTt.F S TO 48 OR 54 A F.1 _ ------ X TE NG GYP 80 T 0 r0 Of Of AN APPN(At O fA I X TE ND INSUL - CH%Cx W!'lt TYPE ROOF DECK N DEMISING I'WE A HAVE MIN 100 r - Ili RUOf SCK .-----_.. 2X12 COINT CURCiti , CAPA04lITY IV. r +a wNERE IN01t'ATEO / OR RAT4 U WALL} ----COI;NTER SLOPE ►iAMt,ERS IF . e. 1i --- NEW W- t tJT `�E I. YECHANNCAi _ MIA? THAN 1 6 OUT Of PtUMb d� T �' - -- I/4' X .S I/4' X 1' Mi 1 S IUDS, Lr� kiNf k ED S 1/2•' 6A i I ORAWINGS b'-0" MAX t) �. INSULATION w11f.RE cT'iEL PlJ►TE W/ (t) 5/8" ._-- SEE. � `` ..-1 INDICATED (TU 2' 9"' :. �!. U„ x 3' [PDX) ANt;ttuk5 _ _ _ T_. � '` _ FOR TYPE, TO f �" ROOF PECK I EAC!• SIOi" (1F MALI) GA rRECpA TEU % � i" OWN At). NaJvt�R_, I(; . l . � -�•.. � EI6STMIG � � N RI•LASf91h1r,, TOP DRI(, FRl,L ItJRE, L / %/ Wt, BE MN( F Kr5'tMl(; SIDING MAPElf 0u(TWJRK do � ---- - - - ) N IJP tlOk t _ COir(�iE TE WALL -�, �` 'A K l AFtGE 'TTt I CRtA"T 1F-D F AS IENERS �✓' • 74" O.0 c 0SSiiUNNE S T I T 100 MAIN RUNNERSJc 1U%w; FLASFtlhll; St1EE I U SPENGED 1 \ _.._ -___.__-____-_.LA IERAL 8R�4CMd, 0 12'--0' OC a4. 1/8" �'�-� ^r `�-- EKING SYSTEM �; --- RE�IFC�aC.MIG SMFE1 �� EACH MAY, MAIN RUNNER TO � 112" 1/c NEW STOREFRONT �� `. t L STRUC TURF, BEGIN ElRA(..Ni�, WITHIN - -- / OLASS -- - _'� , _ - _ I -- EA�,TING ROOFING SYSTEM �`, 6'-0" OF PERi11ETER do 2' FRN 1 1 T a I . � t tMAIN CROSS MFMeFu -! -— --- VERC1 5T1RU 1 11 - U 5/1r GYP 8D ._.__.__ _ _._. E ACN �A Y `QEF' 4 yA5 d E FACE 1 ACOUSTICAL TILE `. i -- _-- ----_ MAIN RUNNERS 0 4' -U' I W / CJ DAP AT ._. .___ _ __ _--=-- __(� ` MIAI.I. - - -.,_,_, -- - ---- ` Oc: SUPPORT W/ X12 w>kt I cy _. f UNFACED 3 1/2•. _ __ _ _ ._ J I w -/ WAIL MOLDING SOUND INSULATION WHERE INDICATED ADDITIUNAI.. mANGER; AITACHEG EXIST ROOF Df(Y, TO ASI Uf M&F', W!:H N 8" (Y TO REMAIN PfRM1E TEFF S TASLIZFR BAR BF TM4 EN PT WG CAN] AL I. ME W.IE R) 0 PE.RW It R LOW WA 'PORT CORNER DETA�._ a NEW STcCEF RONT 9 At;C) T1C PART1110N (DgggYMRFLASI��CU�FIB�DET�AL�... GLATERAL BRACINGr OF St P CE-IL�lG ui IL 7 1/4' _. 3 1/2' M11, STUEy SPRING CUP � r F4i Al METAL Q14ACE i/4' HEAVY DUIY \ - -- SUSPENDED CIELING GRID TAING' r; - 1 GA `PLAlb •IA ' - NF Mt ION Al S5' AFF. � - 'iUPP01iT WIkE'� II .w� r„«,,,.. L...T E XISTING GLAZING NEW RtiUTE. SEE ;x•'�• • • INULATIUN 14/A5 SIYiLAR Mi>HE:Rf INIIICATE U .___7 NEOPRENE GASKET AT JOINT - ALACRESSION POST OF EXISTING GLAZINC/�IUUIdVS j ] PAT P(NDING) 3/8" THICK GLAZING j2" METAL ,TDO I ! , AND NEW WALL CA.t`'. TYPICAL. " B/W WOOD BLOCKS 0 24 0 C W/ 5/8';-' GYP EIC EA FACE— ---- �.. -- — I/2" x I' + \ -ik05S RUNNER RE D OAK - .� _ Or �. z I 3 uj " RAEIIT TILE Tu o M 12 GA `A,,PPORT WIRE Cl 111 O 1 t .� - ~ ! T -- 1 1 __ . :. ._ A T HE R � O l:.f RED OAK I 1 ---� - ACOU TICAI. r z - - -- _i-- TILE MAIN B AM 3 ALIGN "NIS INE OI WALL EILLOW I3/4- 1 �� - - ,\ IN M WALL CAP �--- THICK MAPIf. L-METAL EDGE ` - _ �• - WITH SHOWNMULLION WALL CAP, SEE DETAILS `'�```` z [� 6" MTL STUD _—_ 3 1/2" METAL - r W tL STUDS VERIFY DIMENSION IN FIELD BOTTOM ()F c:f: _NVG GRID C Q SI>RINt CLIP b�° + 9' AFF z 11 0 y MAXIMUM LOAD 334 LBS. CAPITAL TESTS 1976 ►� ____ CORNER BEAD (TYP) uj REQ JAMB DETAL NEW RELITE SILL HEADER DETAIL CAP PLAN DETAIL CHANGE CE HIEGHT �. CElL IGC 17 1 —.._._�_. 2 - __. CONTINUATION OF ' I T 1 , /�'0•A tl 1T U wALt SEI wALLTYPES ON A ) NtW METAL WALL CAP, PAINT - r9 PAINT (X-PT-2L WAU BRACE VE Rif y UNI ACED 3 1/-" �T O. PARAPET - - NEW CAN 1 (�LOCK!NC, I[,ASHINi;, !-.4 XISTING STOREFRONT GI AZING AND COUNTERFL-ASHING, TIE IN i SOUND IN ICAT]UN (MATCH EXIST. BENEATH EXIST MFM8RANF, - NEW MULLION AT 36" A.FF WHERE INDICATED r PATCH h REPAIR AS NF CFSSARY MTL SIODS 0 24 O.C. , , BLACK NEOPRENE GASKET AT INTERSECTION UNFACED 7, ! '1' '��` GYP 80 OVER + !! _ - EXISTING 4 X 6 WOOD BEAM � � WALL CAP AND EXISTING S.F . TYP � .1 �" T STUDS �--•- _________J _(X' NO BATT ' AF.F -- NEW 3/4" THICK MAPLE CAP MATH INSULATION WAf RE E f 1( EXISTING ! 3 I/� MTL S JC _- ------ 5/8" GYP Eb (TYP ) �` -� CLEAR LACOUCH FINISH COtiCEAL INDICATED (TO o" �' WINUQW I r, ! r . - REPLACE EXISTING 2 X 12 FASCIA ALL FASTENERS 10 MATCH EACFI SIDE OF WALT.)- MULL!OIN �a',. � � f UNFACED 3 i 2 SOUND _ - - . • / �� AND PROVIDE BLOCKING TO STRUCT ' BATT INSTIL WHERE �_ " PAIN- � 3/4 �1DF, f1I ACK _ INDICATED (TO 2' �" \ NEW 6" 0 16r OC. EXTERIOR -� � EACH SIDE Of MAI L) �` _ I I GRADE METAL STUDS WITH �- -ACDU..T)CAL I FOIL -FACED R19 INSULATION �-- R-11 BATT INSULATION TILE ( I ` NEW CORRUGATED METAL PANEL i ? 3-1/2" AT 24" O.0 METAL STNS � ) ' l `N \� .. CLEAR LACQUER F"SH. CONCEAL i ���J - -- -L-MF TAL EDGE NE OPRE NE'. - ---- 3 112- SGt�lD EIA I T ui f / 9 � __ - TO MATCH PATTERN OF ! )� = GASKET I I INSOLATION *fRE REQUIRED v� �-' SUP 07L EXISTING EXT, CORRUGATED SusPFNDEO I . ` BLACK OUT GLASS FROM EXISfIN(,' - 1 CEILING SY;TFM -0 .� �'�•...• I i - i9" BENT PLAT(:. --- PROVIDE DIAGONAL BRACING 0 STOREFRONT SILT TO NFW M,,t uoN �. CLEAR AN4?017ED EXISTING STRUCTURE AS NEC. - f AT , A F F ` _ ALUMINUM UNF ACED 3 1/2 SOUND, w� ACOUSTICAL TILE I \ I BATT, INSUL WHERE ------ SILL I vi RANI; :I;L INDICATED i BELOW i DAP AT MALL I 5/8" GYP. BOARD TO 12" To f t ABOVE SUSPENDED CEILING f- i NowPAR TI tIOM - TYPICAI. WALL GYP" p�� HF AD ON AT �- G I p BOARD �� ___� THAI L 1 INE cz) � I {�, _ -___�__ ___._____-_ _ W S'IL�. EXI�TiNC STOREFRONT - - SUSP CLG. +� WALL DETA�.. AT MULL.KJN a- FOR CONTINUATION OF .� NEW STOREFRONT SYSTEM -- --�"`�~ -'r —'- WALL SEE R t I - 3/4" X 7 1/4' (MOOD CAP '_0" WALL BRACE ® SOUND BATT INSUL. r,�-�-�- r ���c 14 .�. - ._--------- T.O.MUII^ _ ---- � -- ----- INS11t aT10N TU G(>I Y 8'-0' O C & WITHIN l 'TO 2'-0" EA. SIDE -- UNFACED 3 112" SOUND DECK _ 8'-0" OF CORNERS OF PAR T!TION �- BATT INSTIL W ZRE n------ __� INTERSECTIONS WHERE INDICATED - INDICATED (TC 2'-@" - j_1r 7U."h_ DF T `� � EACH SIDE OF MALI} � 1.�! - - -- --- 3/4" PI YWOOD I �r PAINT BLACK , / ( oma. 1v r,f� I.�F T i I f. �. r- i f:'A SUSPENOED , CF IL ING SYSTEM i ,: I F� _ /gyp ppI • I _.� __� _1 �_. � '--- �•- ACOJSTICAL TIL 6 • 16 O.0 r, '; SUSPENDED CEILING , - t UAP AT WALL FXi�1 ( (: (, r �• L r r ?ILT-UF' !1' t SYSTEM "�- 6' MTI STUDS 0 24" O.0 MTL CLG -' , �'� _ f►N F'I R r JOISTS ?'�;� STABILIZER BAR T+ L. �• t ACOUST. TILE -'� ,` - UNFACED .3 'j 2" GYP BC oVER -1 1/1" mit I DAP 0 WAIL . _ SOUND INSULATION 1UDS • I MTI-. STUDS - SEE -'" WHf.RE INDICATED l TL�No, EOON PLAN FOR SIZE 2} 8 SCBE At SPACING + IN,FILI_ AT EXISTING STAIR WITH Edi BRACE --- 5/IS' GYP 90. (TYP j CONCRF TE --- --.. _ `= -- BEAD _ f/ 1` 0 I;Nk- METAL CORNER Eif:AD I 5/8" GYP 8D -SOUND BATT iNSt1I "11,100" --_. EA. FACE WHFRF INDICATtr FRAmf `` - SEALANT NOTE. DO NOT FASTEN WALL_ TO CEII.ING GRID EXCEPT FOR " F"' - - MIN! fTLINgS TEMPORARY SUPPORT, REMOVE TEMP FASTENERS PRIOR TO r M- �_.���_..F , INSTAL LATit]IV OI GYP AD -' LOW W AIL i"�" WALLT'.'A ONLY � A5 1g ; �, - _ f SECTION IOW Tt:,, h- ►NT/PARAPET �2 !U�'—CEDCE"(!±-PARTMON IV! BOARD ILN iTW AD Job H� U „ BUP97-0350 I' C9.1 - r1` r." y 7 iC 16045 SW Upper Boones 12 Of 13 TTT"fTIT IIIIIIl 1I1 I+I III I 111 III III i 1111 111 ]�T 7�l I�1 II7 1I1 I I Tii 111 II 111 III III III I I III III III I T 111 T11 111 T T T1T T1T 111 1I1 1I1 III 1lillll III ill III i i _._ _._ _ III l i t 1 1 1 Ili 1 1 1 1 1 1 1 1 1 1 1 I 1 IF THIS DOCUMENT IS LRSS f 1 �1 __ -_- - �+ _ LEGIBLE THAN THIS NOTATION, 1 Jam^ V TT IS DUE TO THE DOCUMENT. OF No. ®� TI 4­1 THE ORIGINAL DOCUMRN'i', --- - - _ _.._ _ //t,./( V� 7 /7 S L SL LZ RZ 4L fL I fi Y�>j �TT. OZ 8t 8tI LT 9t 4i 1bi 16t ( GT TTI t I �8 I L i �� FIIIIIIIII91I 1IIII1111 III111111 IIIIIIIII IIIIIIII111111111 llllllll llllllllllilllllll Iillilll IIIIIIII Illlllll INIIIII II111111 IIIIflII ILII ILII illi llil 1111 flit ILII fill fflf flfllfllfIlli Illi IIIf lllf fllf 1111 ILII11II'IIIIIIIIIIIII1I1►1111111 illiftJli a � t vry MATERLALS SCHEDU.E ROOMF1N0H SCIrEDUL E u 9 9 99 PM 4 DOOR AND HARDWARE SCHEDULE rn_�T M ' OOLNIO. NAA FLOOR ; BABE '+ e .. NO. - w � SC�-E MARM.--- OU(>N MARKHARDWARE GROUP CELJN �+1�,1 INDUSTRIES a I PAINT EXTERIOR FIFS WALL SYSTEM ON EXTERIOR OF WALL..� FIELD CARPET -CERIIFKATE 1I N. I DAM AM NIOTE� � E,�ITRY CPT oB/LP ce/LP c�/LP Gs/LP ��4- ' WALK-OFF METROPOLITAN ! - , 10.-- WORK _.A _ __ N7_ _ �'T-__ -_. 4�� R8 QR/LP GOAP ___ GR/LP MAP____ OPEN --- ! ENDURANCE I - - 8 -0 _ AT-1 109 CONFERENCE CPT 4" R9 Ct/LP GB/LP N/Lp /LP » _3 >• P- I I FIELD PAINT MILLER 04- -- OFFICE --- - CPT 4'y R6 =/LP GRAP GB/LP GOAP 8'-0" AT-t - -_- _.______..__ _ OFFICE CPT 4" GB/LP GB/L.P /LP CB/LP $'_0" P- 2 I ACCENT PAINT SHE.RINlN WILLIAMS -� HAIVWME SCHEDULE: a9 OF F ICE CPT 4" RB !GBAP GB/LP 30AP GB/LP 18 -Q" AT-1 y -- _ " G8/LP GB/LP GO/LP OB/LP AT-1 FML NOTES P- 3 ACCENT PAINT SHERWIN NII.LIAMS A (E) Ta REMAIN, RfKEY A5 RE()ull?ED 104 OFFICE CPT 4 REQ 8 -o _ .. __—__._ ___ ___.___.__- -_--..._ ----__.____ ._ _._. _ y_ _. -- ---_---•- -_-----____-. _, ___ _ -- �. GB/LP GB/LP GB/LP =AP AT-1 I ALL FINISHE�� 10 BE COORUINATFD do VERYIFD W/ ARCHITECT r E3 HINGES, GASKET. L.OI;K�tT, SIOP '� C(.H►1PlITER CPT I 4 R8 8'-0" RB- ! RUBBER BASE (COVED) FLEXCO __ - r .- - .- _ -- --"- - AN') TENANY PRIOR ((i CONSIRIJ FION r 1 r T >!J9 CONTROLLER OFFICE CPT 4 RA GSAP Ge/LGS/LP 9 _p AT-1 C HINGC�. ,ASI(F LA CHSE' ,TOP -- � G8/LP �G8/LP G8/LP _ tG8/�P FPL- 1 PLASTIC LAMINATE NEVAMAR D HINGES, GASKFI, CLOSER, KICK PLATES, PUSH/PULL, STOP 1q aTIQRAGE (E) CONC 4" RB OPEN - -- - ARP SURD ACE -- ___.. . ___-_._ _ ___.— ..�___.__— ___ . _-_-- _ _ _ -- --- _..- 7N HUMAN RECOURCES CPT 4" R8 GB/LP G8/LP GR/LP GB/� S'-0" AT-1 E HINC'FS, 1)CKSF 1, EXIT DEVICE, GASKET, CLOSER, PRtP 0008 ANI, i RAMS Pl - 2 PLASTIC LAMINATE NEVAMAR -- FOR SECURITY SYSTEM INSTALL --- .. - t - - - » NEPOL ABBIFEMA71OW: ARP SURFACE -- a ACCOUNTING CF'T 4 R® GOAP GB/LP COOP CRN' 8 -p AT-1 --_ - - __ - _ __ __. - . - - - - --- uj AT - - ------ ACOUSTICAL TILE F1 3 PLASTIC LAMINATE NEVAMAR -- 1e ACCOUNTING CPT 4" Re GR/LP Ge/LP cR/t-P os/�P e'-o" AT-t '°'"'� ARP SURFACE -- ___-_..._ _ -_ - - -- _. PHENIX BlOCOMPOSITES -- C'C %6 _._ PASSAGE _______ ...__ CPT ____- 4" R8 GB/EP IC6/EP 08/CP GB/EP 8'-0" AT»1 - 1w 0 CPT __ CARPET WIC K SRF COMPOSITE SURFACE C V7 -(.ONDUC TI VE v�NYI TILE ---- - I in o ENVIRON BiOCOMPOSITE 0 WORK STATION #1 CPT 4" R13 !Go/EP GB/EP G8/EP GB/EP 8'-0" CONIC CONCRETE AZROGK - - - - -- I (E) DOCR AND FRAME TO REMAIN - 1♦ WORK STATION 2 CPT 4" RS OR/EP ^ OB/EP GB/EP GO/EP 8'-0" AT-1 (E) EXISTING WC T VINYL COMP TILT N FINISH CORTINA COMPLEMENT __ __-_. .—�.._ _-_.y.___ ___._ ___ _ ____ EIFs ---EXTERIOR INSULATED - NISH �'- .-- 2 NEw S-f x 74' SOLID NXX) DOOR (STAINED) W1TH » POLYF!_Ok -- — BLACK HALLOW METAL FK" (TYPt A) MEN sv s SV GB/LP cB/LP Ge/LP cB/LP a'-o x �/t.P £P ENAMEL PAINT (ACRYNAMEL) SY SN�EET VINYL FL(10RING pOLYSAFE - -- _-� — � - - ----- _ - �- BOARD 1♦ WOMEN SV 8» SV EIFS/LP IFSALP EIFSAP a' o" In/p G6 GYPSUAA R Lli 3. NEW PAIR S a" > 1 f SOLI!' WUOO DOORS (STAINED), GLS GLASS UJ 4 { ARMSTRONG WITH BLACK HOLLOW METAL FRAMF W LITE KITS (TYPE 8) a PASSAGE CPT 4" R8 GFIAP 08AP OBAP GB/LP OPEN 0. Z AT I ACi�USTICA! CLG TILES I -- HM HOLLOW METAL 5ECOND LUOf( lI - — ---- - -- -- - - -- -- -- �S _ - -1_-- _ __.________.___ __.__ ___..- -____- �! COFFEE VCT 4" RB GB/LP CB/LP CB/LP talB/l.P OPEN --- i 4 NEW S-@'• x r 0" HOLLOW METAL DOOR (PAINTED) WITH -.-_ - _--_ __-_. _ _ -__- LP -- -LATEX PAINT �) Q) BLACK HOLLOW METAL FRAME (TYPE C) w - COPYCPT 4" RB- �/� (�/LP �� CBnP OPEN --- _- _--- N.A.-�-- -- NO*T APPLICABLE `� LiJ w G8/LP GB/LP OB/LP CB/LP OPEN R8 - - -----RUBBER EASE w A 5 NEW PAIR 2'-6' X 7-O' SOLID WOOD LK)OFtS WITH !! -- PASSAGE - CPT 4" R8 - --- -- > /�''� db= BLACK HOLLOW METAL FRAME (1-6-1[ D) SF _ ___� - S TOREFRON I o ice/ m �8 WORK STATION �I3 CPT 4 RB G6/EP G8/EP G8/'EP (B/EP OPEN --- � z � � -- -- Sv --- ---SHEET VINYL NOT USED N CPT 4" R© GB/EP GB/EP G8/EP GB/EP OPEN --- �— _ I�1 �. tM WORK STATION 4 2. NOT USED TEMP - - IT MPERED > WORK STATION /5 CPT 4" RB G8AP GS/LP GB/LP GB/LP OPEN --- - VCT - -_----- - VINYL COMPOSITION TILE a ...f � � -_-- _ CL 0 z , m WORK STATION X16 CPT 4" Rp C43AP GOAP GO/LP A' OPEN --- WD ---WOOD L F- 97 PRESIDENT OFFICE CPT - 4" RB CB/LP CBA' GB/LP GB/LP 8'_0" AT-I V) � , NWS ALL COLORIS TO BE 88 ECTEO BY JMY 28, =7 _ __.__-- ---- -__ us VICE PRES. OFFICE CPT 4" R9 GB/LP GB/LP G8/LP GB/LP $'_0" AT-1 -- �ro - P.LAM COUNTER P LAM COUNTER —� OAK RAISED L! Q PANEi. DOORS COORC•INATE WITH OWNER __ ON CORW-R TV CABINET 6' OAK BOOKCASE �- PAINTED WIRE , , --- - SHEJ.LF _-� ��---- RAISED PANE t - PULL OAK DOORS � � I A SOLH) WOOD FLUSH SOIi.10 WC3DD FLUSH ` HOLLOIM METAL F, SOLID WO00 PAIR � Ic� �I x�_ _�Sa s. 1 1 v) ...,_..,/ ,� _ �► BLACK WIRE ADJUSTABLE PULLS SHELFm CL ROC)M A»t110N CONFEERENCE ROOM ELEVATION 3 CONFERENO� ROOM ELEVATION P.LAM TP, SPLASH, UI�>� 14 II.IL EDGE _7025-2 _E] P LAM OP, P.LAM CABINETS - FINISH Womet Two SPLASH k: W/ WIRI PULLS & SCHECUI ES EDGE (1) ADJ `=SHELF DETAILS - NEW STAINI.L SS STEEL SINK, WRAF' PLUMBING NEW _=-- PER ADA R FR. E ~�0 2563 NEW ---------- ____.__ _-- _--- w L N l I , :,� •►--- GYP. 8D. I DISHWASHER OR - ______.___ r_ _.. _.__.__ __ _.___.— —------------ - -- G I BD ♦- U -_ _ f - - - - - --- - �'-� ----- ORC N .,, - _ _ - _rs c s ec c r .a ; c s: c s=e• =run vi r.: -rt:r.. c _ _ -.. _ _ - _. _ _ _ _ _ I O �1 OF o�' N L+ 4" RUBBER BASE__-" I „ I ,� -/ I ( ) .. � .--_-____. P.l_AM LOWER CABINETS � � « . �`� ; '' ' ' ' t'' --g,. WITH WIRE M[.SH FULLS - -� A6 .E - FuLEVAT19N 4 6I -- L Job Na 9 702 b rxc,r+ .r,-vM'.uM IW-!H';iy P'; Nt IMdilt l�lVlf� �. BUP97-0350 16045 SW Upper Boones 13 Of 13 .,ewwe.v -......._�......... .._.,., ..,__..,. ..._,,.,g.�.._�..►«_.._..+e.-r.,+••,.•... —._.... ......,-..w..wr. ...w..wr+.... wyMM»rrw�nun..w,MNnr._�ww.....+.wwy,......—...w.. .«n�Wao e. «w...rr.+n,,...i-a eMrw.•.w.f... .»a.«MbrMerl/i.►�cww..,.. _ ..�_+w..., _ _ _«,..w....ww.urr..++./h.s www►h.r.r..r.—..,-_..w L 11111111111111111111111111711IF THIS DOCUMENT IS LFSS 1 1 I I I I 1 { 1 1 I I 1 j 1 l � I I 1 1 1 I { { { 11C I I I 1 I 1T1�TT I � I l i l l l l l l l l LFGTBLF THAN THIS NOTATION I 1 ( I I 4 I 6 I I 111 ' IT IS DUF TO THE QUALITY OF _ Ho.ae _— �uS ��� THE ORIGINAL DOCUMENT. -- - 771 s ez �ez tG as a fz sz 6 tz Qz st et IIIIIIIIIIIIIIIIIIIIIIIII1IIII IIIIIIIsIIIIIIIIIcIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIs111�111119111IIIIIIIIIIIIIIII�IIIIIIIIILII111111111111 1 IIIIIIIIIIIIIIIIIII 1111111911IIIIIll IIIIIIIII IIII�II I IIIIIIIII IIII�IIII IIIIIIIII Iilllllll IIII�IIII 111111 II I� I