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16650 SW 72ND AVENUE BLDG 12-5 - t 1 <" - - O . p kr • ' •, ., :,,, ;' , ,k, r , 1�(fM N, , « , ,.. ,... f .. ,.:K::', �. .; .. , ,. !,.•, , , :.. ': r �' ::: Vii'.; :r : 7 V 4 r. ,.. ,.. Itr- : r. • • 1 , tit as rr• ...Y,fir* ,,,,,,',4•,..''',,'';,;•0 ' •y� -f f F , / • M„ • e r. -- ,_ - .: .... �. _ rw<,wcww'su•,ur..r. .mow..+..,,:,' _ u.xax a..e.l ,yd .rt7M 5www .r.r -w.rvr - - :yw+.. .. , _ .-__,:._ ::....:_.. ...,.;.....-_.--rr..+.ar.an.. ....-...,a.ar .ti.ra:.wt....u�.:....,. ..,. ,.......,......:....:... ...... .._....w:.w � .,+...,. ,.,...:,..:,".,.r ._. ^.:rvr•,r+.+.,wd.rat7MilHar..WWWIiaMlrs,it lNrlr+J�tL.wwurn.wrwwrr+w. ,....ww.+- w+...,..,�'....r..0 ,•�- ` '• :. .; �,.��.•.•••,. t. ..,.,. ...........0,......,,..,:..., n:..w.+..w......,.«..:::.....«...n.'...,..._...:..,......r.,.-...,.__.,...:_......-_.,,..:,.r«a,.....ru:,.«.,:c..auw.w:.r..u...n.++.w.•+rwwr....r.. ', Id �� �' _ ', -� (:5 8 �3 (J ) C7 i------1---, — _r %• AitTE111 L DEROSLA v; 1CO ) = r' f //. �� �' . OREGON _` F � '� — ! �— —- — __ -- , , 1 _—___ L:J — -� ��i �,� KEY NOTES THIS SHEET OF c 1 ) DISMANTLE WOOD FRAME DEMISING WALL. SALVAGE FLYWOOD AND . "... . 1 1 li i 2 x B STUDS AND DELVER TO PACTRUST PROJ. NO. 0707 - • r. 4 y.w: 1 I I I 1 • (.--DSAW-CUT CONCRETE PANEL FOR NEW HM DOOR ' 11 , `.`_'/ REMOVE AND RELOCATE (E)ELECTRICAL PANELS &TRANSFORMER F�•M 1 1 I r � 1 li G) SECURE (E) DOC)R IN CLOSED POSTION REMOVE HARDWARE AND V PROVIDE BLANK OFF PLATE J I I 0 I 0 (5 ) REMOVE GAS UNIT HEATER "• ,r II I II I (6) REMOVE 8'x 10`SECTIONAL OVERHEAD DOOR 4 i I ) REMOVE ALUM STOREFRONT AND STC)SYSTEM. 4 ' .. • .: III (I). II I ,i + `� REMOVE EXISTING STO SYSTEM 1 1 I M I I II ® SALVAGE (E) CANOPY AND RELOCATE I., r ;i l 0 lilt, I I = 10) DISMANTLE SECTION OF(E) DEMISING WALL TO CREATE OPENING FOR /, M�1 1 I ACCESS • A, CNI I itu I , r 1 SALVAGE INFRA-RED GAS HEATER - DELIVER TO PACTRUST FOR REUSE n1 I ,1 U9ge,r—.4 1 g� 1 { 1 pro l .r'. `I I) 1 �� NN -4SII ' I W 3� ,— II I �a I 1 I I © in vat ;:a•,` III I 1 v'� '1 + ,gip aW - II H 11 0 — • o io B1 o o.. �1�0 I) / r 1 ?R'J'.IUE H'-,E4f I'f -., A FI;U' ~ \ / 1 -r.1 !J;I kC 5`SPLIT II II I I '� t . t ..k.- 1 IV Bt E xd'L USIOti F'i t :� I • I I _. 11 • 1 111to k — — �_ I II t N 1 k I 1 II I I 1 j + � I . , •�•."p ' • , , I Ili • p ; t Ii 1 'I I II � , , • 1 i1 VT iI r ll I III II IICs'1 I I 0 — i 7 , I! i �11` � • I ` I I , , ` _k 1I IZ4 H I IW ;1 , , I • t 1 I1 O I 1 1 1 • >1.14 • :;, i III : 1 11 I 1 g I ' 1 ji I 1 I.� _ i II . I 1 I, I l' T li, 9 • , r II • I ` 1 I I,I '; III - 1 0 II III [111"1 . •. . . • I 11 Ili Z . , 1 �� _ '�««00-,�, cel 1 I 1 a III , (10)- -�;� /�� ►-. �r ' • 1 • �i ` ' l� IIS 1. tIi �MvJ I `:' I• IP_ .. ; 5T1 � . . .n _ , I i I '- iiH I • I a II 1 +u lilt t1 11CID 1 ' II ii r.) _.,l I it V1 '[ 1 Ia II �.,_ �T1�_.., I_. ��.I ' ill 0 II /" ( * 111 p OQ - - _ -1 1.. �� 11 �} `rte II t,l {«...)Ili I { I I Ik I I 1 I w H l I -t -,.....=, , ,, ,1 II �I I I µVVV� U O4 I t 1 ��...' 1' 11 II t f, \ �� i G'. t' I JI..., SII 1. it (N , ` d I li I M11• I ' - fvlitillii III4 I1 in.N ItEVISIC)N i _.NIIr_ _.: III I I LEGEND 1 �; I 11,1 • III 1--- ---- _., (E) WALL TO REMAIN a I I I 1 ,• 1 I I + .._. i 11 Al. ._ I I j' Q , 1 1 i (E) WALL TO BE REMOVED 3• • ;'.,,). 1 Q 111, ,I 1 , `_ 4, 1 s1 r1^ ,� 11 - 1,I -i Y. I - - �8� -+E r _. �Y_ 7� - _— —tom= '� --- —. } C ;. 6. • 7 +. •1\ • DEMOLITION1 FLOOR PLAN _ SE TOR Oa_ - ___ T _ __ __ • (1._ _3 SCALE 1/8" = 1' - 0' "� t (+) ci (8') (16) �4 DATE: 2-I5-I ` "� EMIT S :0 , C '. , A 2 , .. . ,...Ifa..� I __ 1A— H t . SECTOR KEY 1. ! y.•�F., fra,•.•., , _ i - + wNS!N i"+"w4!'�kl°yIR"i.5►'N"b!1"�' 'Iklv >�: " y""'1''q' '••^gd"/ .�„!r,"�¢•rpc1, '+,p,:d, , ' - U ,:1 •- ,�, ,3 n l A,�« Y+ Y l'{ , •,'"•i•, 1 r ,,' b a :, ` ilk , «'. 1 .:.: ,,Hyl, . .. r, r i,..,•): ' ,,- ' !i , : 1r,' . . 25x . . d .. .,y.. 1..:,.• , -:. • S1:h �%• 'c •t::. 4 1. r A!'• , :,Ir - i , t- ;: A . r; z! b .Pl! r '4 ' • • • "e uX , 1' . . a 11 �p "':IQ-,�,yy,,':R .!1 I It ."•�'' ''•L „:.,'.'..ara.,. :.. ' ,: - y 'x•., �,f ''!.M y'k. ':i eM .: r. 'A r a r•. .61 1 ,. 'r'' 1 4 Y M1r „y�' r. (t111 �i'`YY` • ,r • • r-« •J n r„16a•:Y' 'r.t,, .,y.,, t[ :.,�:.:� 1.", � yP,,,.. 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NO. 071 1 1 1 li I� KEY NOTES THIS SHEET : I 4 ' ' ' ,I III I 1 1 0 DISMANTLE WOOD FRAME DEMISING WALL SALVAGE ' • ICA 4 I I I I PLYWOOD AND 2 x 8 STUDS AND DELIVER TO PACTRUST ,. NM I I H I • • • I , 11 , 1,1 i I C� SAW—CUT CONCRETE PANEL FOR NEW HM DOOR v es I I I I I .. • I II I 1 I C) REMOVE ALUMINUM STOREFRONT AND'STO'SYSTEM. I 1 1 I I 11 I11 • REMOVE ELECTRICAL CLOSET- RELOCATE ELECTRICAL I I 1i1 I PANELS, DISCONNECT AND TRANSFORMER ^• F I 1 ' I () REMOVE (6)GAS METERS - EXTEND GAS LINE TO • 1 I I 1 1 I ' I INDICATED LOCATION AND PROVIDE SINGLE METER TO O ,,} I , I 1 c� 1 0 11 1 BUILDING 0 M g # II I III , U (N) LOCATION FOR GAS METER ct� I 11 1 __- - i 11 RELOCATE (E) EDGE OF DOCK LEVELER ,k4 N 1 IIII 04 N _ • • I i I 1 I'i. ' 0 REMOVE (E) OFFICE SPACE. PREPARE SURFACES TO I. • 1 11 RECEIVE NEW FINISHES. (/j P� 8 r • I , I I,l SAW-CUT CONCRETE FLOOR &WALL FOR(N)IN-FLOOR 04°' t •r 4•�, I I � I 1 I DOCK LEVELER � �� � _�+' I I!I 1 I 09� REMOVE EXISTING ROLL-UP DOORS TO BE REPLACED E., CIOC I ' ' I 11 I WITH A SINGLE WIDE ROLL UP DOOR 0 r I II, ! pe; x WQ B - (I). filv .. . tli. R L I 1 0 0 1 I� I , • C' 1 I I 1! I I , 14 I 1 1 _ ,, I I I I i, I 1 . 1 11I I ,1 , 1, ., 1 , ; I I I .(i, 1 1 1 ' i .. i - I, I I I 1 ! 1, , I 1 1 1, 1 I I Iii • a • y, . I I III I 1 ,I Irl 1 I III, , • I I II I11 I f i • • ' I — ---- I I I II 11' 1 I �,� .- 1 ►l >MI . 1 11'1 I III . .- I i I ,I III I I / ,, ' n,;,t 1 11 / ) 1 I I I II 111 c C 1 1 . „ . - - . . .—. - .. _ . . .._. i . 4 ii) 410, 0 I III I III I 11 • I • . I 1 ,. .....,,,,, . ,.,., . � 11 I 11 I 1 id -"::'._... 411.1\....,, B ..: ., _ " .. 0 1I1 1 I I II 111 1 1 ! 1 i1 O ? • I r,., , I , 1 11 111 IE...i ., , I I I I., 1 a 1 : N ' • 11 III • • Ii. ,I I I,I O , r ,. • j II �I ' Il. Ii a 1 I !. _ - .. -_. . . .- I 111 . "fx1 � II II 1 04 CO t O i L : • 1 I , II O j ° 11 f- 1 I ! II l ' .. f' ,., _ ,•.II .. J �_/'- ,.1. ' I r I I w Z I e .. ,I I ._1 1 T_• I . 1.64 I L I' ,r,• 4 \ 1;111. i((, )I '• lil I 1 _ , , I I' d ' ! I • 1411 . 44 1111.1.1111) , ' 1 I II '1 ' ri) 0 , 1 II I I ' 1,1 I REVISION , i I• ��T�YJ` 1 I 4 0 I 1 III 1 I �. ; •r I� ' F' r l I IM , 11 111 I 6: i 1 ,1 Li 2. �� I 1 11, 1, 1 1 • I - LEGEND _ •...,i ..:• �t __— • r—tJ-11 L--- --J (E) WALL TO REMAIN S. • C'----(--77) 8 3 '- �j {� (E)WALL TO BE REMOVED 6 F r • `LL�ii/ ‘.--(-5—) 7. '`s',p',,, 't 8• C NR e� ti . • 1) • C.) DEMOLITION FLOOR PLAN - SECTOR B i RMT •SCALE 1/8" = 1' - Q - -— -- --- - • — .. DATE: 2-15— g , raj 16) (24) PERMIT S I) x r ; ''< -4 ' '''''...' 1 ,. . , I Alm_ - ... (ol •AIM I _ SECTOR KEY -. •� . 4 of— , .E • , '. .. :':11:. 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NO. 070 ,'t I (, KEY NOTES THIS SHEET : ':, .1� „, I 1 I 1 1 ( I I %{-q) (1) SAW-CUT CONCRETE PANEL FOR NEW HM DOORr. i + • ® REMOVE ALUMINUM STOREFRONT I 1 I I 1 1 O REMOVE STO SYSTEM BELOW STOREFRONT e. - j I ® REMOVE (EWALLS, CEILINGS, FLOORING, AND A' I ' ATTACHMENTS AND PREPARE SURFACES TO RE(.,tIVE • • NEW FINISHES • 1, i � .... 4 . . . , , 1 1 1 , CD , (-5,) SAW-CUT CONCRETE FLOOR FOR(N)CONCRETE FOOTING FOR CMU SHEAR WALL ® p • • • • I I (6) PROVIDE STEEL TUBE SUPPORT FOR NEW ALUMINUM a 4 ' 1 I I I WINDOW SYSTEM. SAW-CUT NEW OPENINGS IN w� � ------•::::_ I I I I I I CONCRETE PANELS F • .I�1 , I \, SALVAGE THIS RELIGHT FOR RE-USE a N 1 I• U REMOVE FLOORING AND PREP FLOOR TO RECEIVE Cl) P c4 P• ORCELAIN TILE, O,• Q • I I I I I 1 I N. I I I • I (9) REMOVE PLASTIC LAMIMATE WAINSCOAT AND PREPARE j W a • I I SUBSTRATE TO RECEIVE PORCELAIN'TILE WAINSCOAT W or - I 1 I I i c _ I • I ' I I ( 0) SAW-CUT FLOOR OVER(E) SEWER LINE FOR(N)JANITOR in c4 O WI 7- SINK -` •-• ... . ..... . ._.. ij • . I ,, _ I . a 'S- L .,, . • .•: \____ ,) , , . ...:- f j I • I I I I I 1 1 . • • Y f. i I I • • I I 1 1 I I 1.0.1• I I I I 1 I - , I 1 I 1 • 1 I I I I I I 1 • ' I I ;-_ 6) •. >1.14 . , ..., I I, • • , �i FI r.____) glii • ti.. . , • ,-,.•,_.--:-.1. -•-,--..-ii i, ,,,,,,, ,,,, _.:_.:.. ., 0 ,I LI ,.,, .. . ,%., • '- - ..-(-4-) 1 :9.''',.:1.- , , _ . ! i 1 i I 1' ,, I{ I, \ J 1 ii li 1 ,1 •co 11 I V1 .. t' �t 1 • t1 J , I vJ, ql', M' 3 • 11 I-1 1 . i r I 1, 1 I ..--(4--) ,r '1, 1 P1114 ', ' ';' !;.,kiltr',.:‘,..' • ; — -- I �— 1:,_, , yr I ,/--(-6) Z .:- ' . C) : i ,i''i' „ Emill a,' ,1.1 ,.. (e� d • i i I i IF pG <4) O E ...,. ! ' w pz t I I _7:1,10,)_) -cas,, I 1--1 , . W O • • il • -�4) c , 0 cn °111264 0 • I; REVISION „ •I I II I II 1 I I 1 I. • 1t 2.Ii LEGEND 3• V,.1,1, l --- _— I t--fi. = moi_— �`�t---i , .� - _ —� \ c= (E)WALL TO REMAIN q J fi \ (E)WALL TO BE REMOVED '" ' • -?) 6. 1 • 7• N 8. • } DEMOLITION PLAN - SECTOR C i t,,,, A-5 SCALE 1/8” = 1' - 0" \ / RMT (e� (s� ?4 DATE: 2-15-0 A I J PERMIT SE (R-.. 1 ,. , ... ..• ,„:,... ..,, ,,, .• • . ..,, 1 p_____ ,.. , ...., , A • Ls fl r » a{F O _ SECTOR KEY . • , ., , • `-, . ;I „..,•,:,•,:c.7,:.:',..- 1 • . _ Y. ., ^y.. ,�� .,,i,-., - ..,...'. .,, • , �:M/I•MIiM, • ,.. 2 • , .._... ... -___-.—__ ' ,'MFaaYlrr.«u,,- .., ,.,y,y,yy ywNrIYM'w,.r,•.wrrus'w+>.a'avw•nwMrrel.a+nrnlre"ew. • • •" / 1. .11, ' b fie+ I' •,. n r :....,. . • '.i' 1. ., ll • 2 �1 p 1 I • +'{ �r' 1 • LL J v , 1 , • • IV. }I. ,� 4! ,e. h it t •Y .t *� ..... . .. 1 • !: .,,1' V`�-i t j - Q °� e y/[) 0 , .... ,.. ir 14'•'ti 1 .. - ♦. �•A'" gC'MR"tfi+47aMKrT'r ' t•R! *it •JQ , • M , p:. 2 - w , Nt'i+ r ! 4• _I l ,. . ,,.. :• eye, -• • IP y r . l . it .. r' •.r w /- .+-• w...,- w a.W ,,.„ :r,. . , • • n R4 .s• .. 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C-1.- 0 AD ( ® 7 8 (c0161) ' 14...• . ,,, ,, � 1 I - - I II r 4. ) • • --O r.• A '' - I --- __ - 1108 .__ • • ` ' , -I _ _ _ _ _ _ _ _ __ , k h _ -'- _ _ _ - - -- �- _ - __---1 - , _ _ rr, prtE er f KEY NOTES THIS SHEET : t�' Ii- II`, 1 I -11- II - I II - II - -� I II -- _1 _ - - II II 11-- I I - -- - -- �I I -� OFU ILS% �I_l___ 11 II II II 1L- - -�-- __ It -11— — L_ _i__- ----- --.-JI--- -_ X11 Jl- - II •-_ 11 It — � - - - — — - — -- — - -- — -- -�- -- --� I 1 PROVIDE NEW HM DOUR IN HM FRAME FOR FIRE DEPA T C` i Q RTMEN ACCESS PROJ. NO. 07. 1 ® PROVIDE STEEL STAIR AND LANDING SIMILAR TO EXISTING WITH 4'x 4' 1 CONC SLAB ON GRADE SEE II I II (<10-D) 1 ® CENTER WALL ON COLUMN NowI I I ® PROVIDE i"COPPER WATER:INE TO'THIS POINT r�r , ' I FOR WATER FILTER AND COFFEE MAKER V • I —t • II — — - -11--- -- II 11 II II r II �� J �� - -- •II II -- — � �� -- II-- --- �- - - II - I� I I REMOVE ABANDONED DUCT THROUGH ROOF AND PATCH ROOF _ _ _ II - II — -- --�- II -- __IL_ - -IL- - (I. - - -`. -,ll- _- II ' - - II - II -- - II -- - �--' - _ II - II I -- --�1 COUNTER BY TENANT • - ( H = 7 WALK OFF MAT- WO-1 41 I _ — — _ _ _— — —r -- I l FEED DATA/TELEPHONE AND ELETRICAL RECEPTACLES IN COUNTER V1 --fi __Jr_ --- - Ir - - --�- - it I( - - II II _ 11 II II IF II II If —1 THROUGH FURRED COLUMN 0 �,,� • ll-- --11 -- - -II - -i1 - II — 11- .___ II - I� C4 4k '` _II - Il -1L-- - --�-- - - I► - -�- -- -�-- - II I .-_ _ll _ - ® (5) 3/4'MELAMINE ADJ SHELVES - 18"DEEP / , 1 WAREHOUSE �- • I Tr • P�.I I I I118I I I . e4 .. �- -t - II - it-- -- I II 1!- Ir . . x , v3 Ix $ • 'II I► I -IT- �� II II 1I II f -11 ' • It— - II - II- - 11 — II II _ - II It, _' - _JI - II-' - II II - --1L ' -- - II -._ Il II ` - -11 1 C w �9 . l I 6 _11l I o - -F-- ---f -- - - a - - - - - - _ - 4 - -- - . i (3 } ,.L _ 11— ' II II - __ —1L_ __ II— —_ II - -II -- IL- -- -II II - II II - II II -- it -- - II - II i I I b I • - if— Ii - - -1-- - i If II II 11' - JII - II - II - -- --1i- -- - II - -- -- - - II — - • X II II —1T f 11 •• I1- II I; - - ---ll-- -• II __ - 11 II - I II - ...IL-- — -- L — _ II -_ _ II — 11 ' —_ —i -- II — II— — —11 } ' `� F I. 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'{ •, I I OPENING '• I PROVIDE DISHWASHER ', 1 1 I I I I I I (BDLOCKERS BY TENANT O O • + O I t I O VENDING MACHINES B'Y TENANT g ” - r ,; r; - -_ -- -- - �- -- II — -- — - --'- -- II ii` \ i" I! 11 II II � — 11- -- II — i! _ g ' - -- i -i —�� 10 REFRIGERATOR BY TENANT A hf. 1 II II I i I Ii 11 WALK OFF MAT WO-1 a A II - II - _IL- - _ 11, - -_IL __ II 1 II - Il - _ II - -L IL- _ -11 --- - 1.1 4 12 PROVIDE ELECTRICAL RECEPTACLE ON r OCT IQ O h ' I EMERGENCY POWER CIRCUIT FOR NETWORK �' cn _. , I SWITCH ABOVE RESTROOM • I rn N N (i — — — -if- -- -- 11 — — ii I — — 'li - II II Ii II � 111- II — Ii Ii - -1 13 CABINETS- UPPERS WITrI DOORS OVER w �\ I ADJUSTABLE SHELVES; LOWERS WITH V) Men 1 ( ' L __ ___ -_ _IL_ _ - -_ -IL - - - __ - - � __ - — II� - _ _II, 11 - II II _ - - , _ — DRAWERS AT TOP, r,00Rs OVER r,N E"'i orm_A h !! 11 - - Il -�—_ _- II IL — —11 - - -i- - - - fii - - - _r- - - - - - I!_ --- I = II iI == 74iVit, P. 11 - - 1-- - -�>- - iI — III - -11 ADJUSTABLE SHE! ►=BELOW lE_ i co____ __; _tr--,1,-_-_ II = , 1 I I I I I II I g- -- --•- 7 - -- -- -- III - - -�- -- - - -fit -- - - 11` ><. 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EXIST WITH 4'x 4'CONC SLAB ON GRADE -SEE 10 I I = I • f� -..c ® PROVIDE UNISTRUT SUPPORT FROM STRUi:.TURE ABOVE TO PROJECTOR PLATFORM WITH POWER M�II = �) I AND DATA AT CEILING I III ♦ • 1 I - v - Cid �.' ® PROVIDE FLOOR RECEPTACLES FOR PHONE, DATA AND POWER 'j' A( QUNTING Y4 . I I 1 11'-T '� �51 P• ROVIDE 3'CONDUIT FROM CEILING OF LAN I I I I 1 11—J ' _ , J .1I ROOM TO WAREHOUSE • H.R. ;. I I , , I I I do -- Y © PROVIDE NEW ALUMINUM WINDOW SYSTEM TO • 4184 J I MATCH EXISTING. V1 I - I O 1 PROVIDE FOR POWER DATA,AND PHONE �,/ _ _ _ 1:14 Ir II — II — --� II Ir _ II — — I I I i Ii ta�A CONNECTION TO TENANTS FURNITURE SYSTEM w LL__� -- II ® DEDICATED CIRCUIT FOR PRINTER .:i �+ a WAREHOUSE I , - 6 ® 5040 RELIGHT- MOUNT HEAD EVEN WITH DOOR CA O p 1� 10 3• 068 SIDEUGHT SEE 13/A16p. 60 a M I 11 RELOCATED 5040 RELIGHT N • ' 4 , • '_4 12 WALK-OFF MAT'•WO-2 W a Men • I I I I I e - 's I J 13 (N STOROFRONT SYSTEM TO MATCH EXISTING 'n a ��''� --' - - - - _ - — _- — - — — - — — 151-0' 1 ...cl PI Q •. B J �F II II I — ^ I� IJ _ _ — --- - -- —— - -- - - — - - :— - — - -- —- - -- - -- - --- - _— -- - - --— - - -- - ---- - - 14 (N)STO SYS"EM ON METAL STUDS TO MATC�i EXISTING I --- - Y --1L - - -�- - - II II .11___ II —1J I--; o II - - II II II _ � �II _— tom' I1 , l OR SINK OVER BURIED ,+ n ,/— I d- `; 5 TIrt - - II II -- — II -- — III II - II — _ II — �— — —ll ------ 's Y — $ ®P• ROVIDE (4) 480V RECEPTACLES FOR CHARGING i _ STATIONS- EACH WITH ITS OWN 20A BREAKER- VERIFY LOCATION BEFORE INSTALLATION AN W WAREHOUSE _ OFFICE -�� Q I 1 ;= r1 ► T8YI ; ® PROVIDE (2) 110V RECEPTACLES FOR CHARGING �'' I PURCHASING STATION -VERIFY LOCATION BEFORE I • I I • INSTALLATIONa ', 180 13' = i I I V .4.- 18 P• ROVIDE DROPS FOR(7)DUPLEX ELECTRICAL • gm!)IF IU♦ Ili RECEPT ON TENANTS I.T. 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I:! �L - - h_.-- - _ = _ IL _ =_ = �'' _- - -- -� - - __ I ,• __ __ - Ii. � x �I, - _ II - _� - - III - Ii - -JL _ - i - (I II - ( I - -ll LEGEND. I, -!i- II ' —11•' ii` \ >< / 'll 1i— II �if-- II II —Th.— it II[II -11 --- - _ >ail 014 II i I 1 II Ep (N,LIGHT FIXTURE WITH STEADY BURN BALLAST — -- -- II -- — I� II — II II _-- II Ii ___ II II _ -- II — II — II II EP DENOTES EMERGENCY POWER CIRCUIT , —111— I4 . PJ —I � tiir ir t 1 I t 3 __ L______2 iIt - -- — — (E)LIGHT FIXTURE TO REMAIN • II I ii \ �_—�I II I (E)LIGHT'FXTURE TO BE REMOVED/RELOCATED • I I __ _____ _. _ . _ _ —_.�_ __-_�..___-_, _ i x _ ,._ _ __ — — _— - - - - - - - - - - - - - — -- — M- -- - — - - -- — — I �=__ -U -- :I_ L _ j ii '�' �' Ii` x / iI II II i II (N)LIGHT FIXTURE(18 CELL PARABOLIC) i _IIIL I I 'EP'DENOTES EMERGENCY POWER CIRCUIT 'ii �' I' --_ II III _�, -- II1 i — — — _—llc — — II _-- II _ — I II _JL - - 1 - ___ II i II — _� I �� (N)4 LAMP T5HO LIGHT FIXTURE W I� 1 I I III ___T ---- .________. 1...._______i GAIC�i-8 I — 2 LAMP TSHO LIGHT FIXTURE• Z - EINIIII f:,.1 . : '''.'. _ • I n I I \\// 1 i 1 \\// 1 1 \`\// 1 EOM{{ \ /j �� (M0 ►0. f 1 1 I i I 1 (i I I I \/ 1 • ( / \ I —___._ . II / \ I 1 It I / \ 1 ' WHçGAID8821.OD UGHTS I / \ 1 I I ( / \ I I • 1 (E)SPRIKNLER HEAD ______. __ _ I/ \I _ 1 h.. _. Cip � II 1' �, — I I 1 1 (E)SPRINKLER HEAD TO BE REMOVED <C 1 i ( j 1 i ,) I I I N SPRINKLER HEAD 1x .. 1 ► ■■M■ 1■ I I I O a i ■I■ ___.■■■!�i■i11■■■■� _�-�_ Int■_ __�T-�_-�A _ __;_ _____:___. -� • • • ---__ __,_,S_______—_.:___ — _ ---..- w z � W CD h . -.; i��■ A — — �� I �- SUPPLYAIRDIFFUSER . . ., ,, -:". sil,Ii■■■ ■ I■ i, I _ - it, i �� ■► 4 ���■■ II i � � r --.___ — — _____ _ _ __- __—__1 . O ETURN AIR GRILL I VISION E R ` (2) NEW .EVELERS r_______________-__—.__,____,_________-, _ _ __ —___—_ ,.__ _ , MEIN 1■■■ I■■_„ — • I ® of ® EXIT LIGHT (E)(R)(i`I) , r..--- -- I � ... , , I. update 2-23-07 1 �� y 1 2. _..n.:_____,.........7._____:__,_:.:.__________________.—__ I 1 •r�--'--�— "li�,•`► II1,■ I I —_ ( I �' (N)RECESSED�.AN SOFFIT LIGHT ! 3 D om— ��I� �■�r 1 �� - �`� �n MOVEMENT SIDE OF CEILING GRID 4. (�1DOCK 1006S - _ ---- ----mom .._A - JL._ _ - 5• POCK DOO S IV IN DOOR DOCK PSO'S TICK DOORS OCK DO S ' P , I i FIXED SIDE OF CEILING GRID 6. ' CEILING AREA = 739 SF --- CEILING AREA = 158 SF 7. 4 ... N • GL.REFLECTED CEILING PLAN - SECTOR B ---__�_SCLE 1 reV = 1' - ON - I'LMT q ,) . 0 oe) (2-4) DATE: 2-15-07 ®-.. PERMIT SET ____A . .. B . . , , , G____ 1 , . , ,r , i . . ........ . 1 SECTOR KEY „ A 1 i . . .. 5 .. 5 .1 5 5 5 l L' 0 Iw ,, 1 4 " • • 1 ,v.I • ,0, .. .. +�• � , . ,.,. - - :. .,»,.. ,,,• ;- r,�:•warty.N;a..w.,,r,An+r�r.,.. ..,Y�,.:,;� _ _, , uwww- a 5 • 1 • . • , . r ,_ • . . , 41 • y r wy` 1 r y} e,1,.i•� r. �` w _ • .. :r>, 1 ,♦'k•.':,, A. .,. '..., d ...'. ., ,I.,.. ...• , "dP.x.},.i I. v.r. �- •J„,P �C N - .- .. 1 .. r 1 . J ,. f ... , :,�, 1 . ...AnI., . Llbl'," J"'1 h.1r"' .,: • . .. t?r 4.i4 • # n. �' Q a , , . .. • 1y , {{, • 25X,. . . uu 1A 1 M • d' „ Y + Y . , 4 f i• . , . '4,! ; ' ., - : • • • , , , 1- tr. " 1: 4. , ,b� w h. t , �. lr ,... ,..'?�t ._.. A '. ...,, . . 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NO. 07070 1 All VA111I LA Vii r i ga At/).. v, \_.. .■1 Ai II II.1 ri1 . 51 , _ ,. : . ,, ,...____. _ ., . w , . . _ �-1 __ _a_ '-._ --�- -- - III - II - iI - i>' - II - -11 _ „--- __r _ _ - a 0 . • �! - II - --�- -- - III __ II - .-11_ __ II - _ll__ __ __JI I I r /1 Iniiiii -� _� r'\/ , I \/ I 1 /\ 1 -_ ■ , 1 -_ ^^ i� /, 1 / �/- �4L,...i.,,, . r.+. /\ 7M�flq '1,fI I 1 /'\\ � enm 1 Ep ' / \ �A I I . . � - 7r 7 r w a 4111 _. , II ME ■�� CEILING AREA = 2,483 SF ■air ��: ( g )- _ - - it - - - it _ - - it- - i1 - - 11- 1 • NI 1 - . 1 . , 1. it - _�L - - _L -- - III - -- - Ii - ll __ IL_ ._ II - - II I '�• ��1 t ' j�. , . 1 __ II I -lf II II II III ii -II I I �._ ,� ' Tiro. .I�� - --I 1 II I _1L - - _L _- -- __1 - ----1L--_ -- II __ - II -.., -L __ --ll I f i _r �► N I; ' I A, '.--------..."-iiiv--:-.) r_ - `' iir .�' 1 \ _-I L_� �-- I \\// I i \\// 1/ I IT _,\ ° I I I 1 I \/ I WH LIGHTS / _ t I I / \ I 1 / \ I I / \ GRIDS 8-2i,A-C •. • L _ _I L - - iC- - -� itioRmigg A-C A. .1, - ` 1i�`` wig A iI 1 Ii - �I .- II -- _-� _.- IiI Ii ^ � I I EPi ��.(����w a�w.��V� a�������������.1.1...044,44•• %S' .�' a��tv. &W.".•.•44.104`VwWA\�\4�����. (v WH LIGHT& ?� 111 4t I 1 i `� GRIDS 8-21, C-DII 1. _ Tillillini (7 U al i _1L _1L _ I I I1 ____ I! - �- - __11 - a 2 1.. , a --fi se s. A 1 §1 II .,�1J ! IIiI1IIIL!JJ11 ! 1iPj!i1' 1� l ■ I� CEILING AREA = 2,393 SF-a-ria--. annir... \IIIIWINVIlal T a - 'lime suileal 1 il .... I,- h ti-ITI-111...: :._----._ --moor- r, •-• 1 1 illui II Ilra/ ›imil - Ill - i . i_EGEND: I, II - -�- - - �- - - Ii-- -- II 11 II --11 3 ► li,i B I_EG _ . II -- it - - - ._I , - _ Iti - II __ II - I il- - _ II - --� _ _ .IuIil,lIiLIVIiIIIIjIhi Ep (N) LIGHT FIXTURE WiTH STEADY BURN BALLAST illIiIiII 11 : I ® so IIIIPjJ "EP':xTuNO:S EMERGENCY POWER CIRCUITCI--- -I� __ -mak= - _ _- _- :-- a �., - - ' - - -- --- - -. ;t 1 ' 1( • 11,4 . -ice �J (��L_IQHT TO REMAIN 1 1 tering'Pi , .\,( , -----pr.p.% I aillillilli • ' ' 2 • � 111149 - - (E)LIGHT FXTURE TO BE REMOVED/RELOCATED 111111111.1 I Inill I r-1 EP L______I �������, •�- .•. r, .:11111 • �t i.with•Me.. ".'iirn'iii", .0 i' r•w.r A,. 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'' . _ 1,'���-',I . /I111' ETA tE� RETUNN A1R GRILL 1. update 2-23-07 .FII 2. i O ®fi EXIT LIGHT (�(�(M 3. 1� II -i1 --- 1 i Ii ■ I r_ . i ____ �'� �!g 1 ��� . r- 0 (N)RECESSED CAN SOFFIT LIGHT • 4. .- _ _ .-'��-- - t fI�-� - ____r _ .ate. - ..�.ILI.� _ . _ Y-JI -� -_ u i --•-.---•- --- __ ___ S. 1 K S R i V E I N 0 0 R U U C K I� DOCK U K J U O K `S-- CEILING AREA = 2,240 SF wiJ�z.frfiurt MO1/EMENT SIDE OF CEILING GP,ID 61, / V 1 • , N FIXED SIDE OF CEILING GRID 8. , 1 REFLECTED CEILING PLAN - SECTOR C (131. Al 1 SCALE 1/8' = 1' - 0' - -- �.� RMT CO 8 (g) (24) DATE: 2-15-07 • PERMIT SET • Al B Ay 4 . , r. D • SECTOR KEY ', • ,,.,• , I c,,A « 1 ., ,„.,,,r galif 1. , . �;4 l ��y�y �yy , „ .iai + @ • 25x .. wN11A. 'M'r ,,; ; . ..e.A. ,',- .. a ,, , ,rt,.r, ,+,r"4•f.41��, �,4.k.1,144 4444RINt.1.4,14441 :0.0..,...04., .. i ". 7. 1"• ,J� A M' • n • y e f , rt. •. ,.. .,.,, �... .Y ITR. :,•'"" ;.r. 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'''', F r . _w” "I • rlxt7[d. . ,1 t r , it , . •_,- . • . , 1, ,- ,. ;-,,.. : r . . .. . . .. . _ ;., . ., :,. : , ,. .. ,�. .:....0 _. -.tla- .'�.,«....,.,,,.,...r....r. ....,,...,irr'.,rs..rr4y...rr .,.Y,,..r...y.,.. r,.,.w ' l' '4,. t: t ''' • i___________ ___— COti) Aitsfr l' 6 FINISH SCHEDULE SCHEDULE - -- -- -- -- - _ _ - • DOOR _ 4 _ __--_.__.__-__ ____ __-________ _.- __.,_ --_-____-_ -_ .. _____ - WALLS ,.r R"�'L • - - FRAME DATA HARDWARE - -- - - {RJR - - _ -- CLO DOOR DATA -- --- ------ ____- _-- - - __.-__ -RD RMS NAME E3ASE ,- CEILING HT REMARKS Fire Rating Remarks NORTH EAST SUUTH WEST ' • '� �� - FrameDepth Hardware Manufacturer Finish Function - - - _- -__ __ _-__ _ -_ _-_- _ ___- - - -------- - - - •' Mark poor Size Thk Core V6►neer Firnlsl'i Hand - Type -- -, -- -- -- -- 9 ' ____ __ -. ---- -- -- -------- - - • 100 ROOM _ - 10iA PR 3'-0" x T-0' 1 1/2" -- ALUM/GLASS -- NA • 5" PUSH/PULLiCLOSERIDEADBOLT STOREFRONT _ -_.-,-_�__— _ _--__ -_ - _.. --- - " -- RY - - _ — RE-USE (E) DOOR- ---. _- 101 SHOWROOM_-- �__- -._--- G.B./PT-3 _ G.B./PT=3 G.B.IPT-3 G.B./PI-3 -- __ 10' 0" y----- -- -- - -- • • 101C PR 3'-0" x 7-0' 3/4 -- POLYETHYLENE FACTORY NA __• HM 7 1!4 FACTO _J __ ___ -_- - 102 VEST. -- __ --_T__ C-_B•/PT-3 G.B./PT-3 G.B,/PT 3 OPEN 101-0" , - -_- -- - PROJ. NO. 07070 , 102A PR 31-01 x 7s-0" 3/4' POLYETHYLENE FACTORY_ NA • HM 7 1/4" __ FACTORY MATCH EXlSTINd -'--'--------- --- -- - -- -_-- -.-- __-_--- ___- __- _ --------- -- •--- _ 103 clRc�-_- - --- �_ C�.B./PT�3 _G.BJPT-3 OPEN G.B./PT-3 1a-cr ___ -- -- - 104A 3'-0" x T-0' 13/4" SC OAK WATCO Right - O TIMELY --- ,~4 7/8 --- INDICATOR LO_CK_- _-- -- - - 104 REST RM EPDXY EPDXY G,B-F_RP_ G_•B. FRP G.B. FRP G.B./FRP �G_B./PT 9'-0"_ -- _-_ __ __-3-0' - - __ A- -------- WATCO Left • —TIMELY 4 7/8" INDICATOR LOCK __ -- --_-_-_- - _ -__ _- - -- --____-_ - _ —_ ? 105-A- 05A__3 0' x T-0" 1_3/4 SC O _ , --____- -_ ---- --- _-- - -- _ DOOR TO REMAIN 105 REST RM_-__ __ EPDXY EPDXY - G•B,/FRP G.B_/FRP- G.B. FRP G•B./FRP G•B_/PT 9'-0" --___-_ _. CO) 1 106A 3'-0' X 8'-0' 1 1r2" -- ALUM/K3LASS _-- Left •• ALUM 5' P_USH/PULL.JCLOSERJDEADBOLT -_� -_ --- --- 106 HALL EPDXY EPDXY -OPEN OPEN _G.B,/PT-3 G.B./FT-3 S.A.C. 10'-0" -- -_ ---- 4 ' - - -AC ----- 7 1 4"- FACTORY - - MATCH EXISTING STYLE - --- -- -- ----- - --- --- ---------- -- -- • r 108A 3-0' x 7-0" -- 3/4_ -- POLYETHYLENE FACTORY Left _ • HM - / -_ _-_. , --_ _ - - - 107 OPEN OFFICE _- CPT R.B. G.B./PT- 3 OPEN _ OPEN - G_B,/PT-3 S.A.T. 10`-0" - -- - 4 110A 3'-0' x T-0` 1314" SC OAK WATCO Right •• TIMELY - 43/4"- -_ PASSAGE LATCH -- _— --, _ LITE KIT-Y__- _- - - -- ---_ - - -- _ - - - ----- _ 4 4" PASSAQE LATCH _ -- 108 CIRC -_ T EPDXY EPDXY _ G1.B./PT-3 OPEN_-_ OPEN _ OPEN SAC 10'-0" _- • ;- IIIA 3'-0" x T-0' 13!4 SC OAK _ WATCO Right • TiMELY 3/ -- ___ -- -- 109 SALES -CPT R.B, G ---__- - 112A 3'-0' x 7°..0'- 1 3/4" SC OAK -� - WATCO Left �- • - TiMELY- _ 4 7/8" _ IN_DICATO_R LOCK -_-- - ( _- --- --_- 110 BRANCH MGR CPT R.B. G.B./PT-3 G.B./PT-3 G.B./PT-3 G•B.IPT•-3 S•A_•T• 10'-0" -- -_^-_ - - - —— — — - - 4 INDICATOR LOCK {E) DOOR TO REMAIN _ -_ -- - ---- - - -- _--' -_ .B. -3 - -- -- g-0" __-----' 4 113A 3'-0' x 7-0' 13/4 SC OAK WATCO Right • TIMELY /8 - ...- --_ --- - __ ---- 111 OPEN OFFICE Q•B•/P_T-3 G,B,/PT 3 G•B•/PT 3 Q /PT • 115A 3'-0' x--7;--0"- 1 3/4" SC OAK WATCO Righter- •^ • -- TIMELY 4 3/4" PASSAGE LATCH -_ ____- LITE KIT _-_____ 112 MEN -- - �_-J-- ---` G.B.iPT-3 G_B./PT-•3 G.B_/PT-3 -G.B./PT-3 -- 9'-0" - -- - (� e, 116A 3'-0' x 7-0" _ 1.3/4" SC OAK WATCO_ Right • TIMELY 4 7/8" PASSAGE LATCH LITE KIT __ ____ 113 WOMEN -- G.B./PT-3 G.B./PT-3 G.B./PT-3 G.B./FT-3 -- 9'-0" -- -_-_- - .. ,, 11$A 3'-0' x T-0'- 1 3/4" HM- METAL - PAINT Right _•• _-_HM ��� -- 4 3/4" _---_ LEVER/LOCK/CLOSER----_ -- F.D. _ACCESS Ck70R --_ -______ - u_ _- _--- - -_ - - • -- - ---- - -' w _ ------____— —_ —___ REMAIN 11.4 CIRC. _ _ OPEN G.B.iPT-3 G.B./PT-3 G.B./PT-3 — 9'-0" t` '— — — HOLLOW-- LL W METAL PAINT Right • HOLLOW METAL 4 3/4" PANIC—BA- ANiC BAR/C.LOSER (D SERIES) - -_ -- (E) DOR TO - -- -, -- _ — -- — 119A 3 0' x 7 0 1 3/4 SC C) O g CI _ -_-- -- ___-- _ _ _ - - 115 CONF _- - C.B./PT-3 G.B./PT-3 G.B./FT-3 G.B./FT--3 - - 9_0" a, 119B 3-011x T-0' 1 3/4" HM METAL PAINT Right • _HM 4 3/4 LEVER/LIDCKhCLOSER - _- - --- - --.-�_- -_ 1 - _-TIMELY- -- G.B./PT-3 9'-0" � �� $� ^-" - - _DOOR TO REMAIN 118 WAREHOUSE EPDXY R.B. (E) CONC OPEN G.B./PT-1- (E) CONC O.T.S. 9'-0" R.B.@G.B.ONLY { 131 A 3'-0" x T-0" 1 112" -- ALUM/r3LASS -- Left -r- • ALUM 5" ^PUSH/PULL/iCLOSERJDEA =BOLT ----- __ __ __-_ - ___-,_ `� -__ - - M - -_ 4 3/4" LEVER/LOCK/CLOSER --_ (E) DOOR TO REMAIN - --- ---- -- ----- — __ - _ H AREHOUSE EPDXY R.B. CONC (E�WOOD G.B./FT-1 G.B./PT--1 O.T.S. 9'-0" R.B. ONLY �o G.B. �' 131 B 3 0' x_7-0" 1 3/4 HM_ _METAL _ PAINT Right • _ _ _ -- 119 W ___ _ _ _ 3 ), 131 C 3'-0" x T-0' 1 3/4" SC OAK WATCO -Left - • -TiMELY - , 7 1/4" LEVER/LOCKiCLOSER (D 6E-RIES) -----' --- ------- -- L120 JAN - _ -- EPDXY EPDXY G.E3.IPT-3 G.B./P'T-3 G.B./PT-3 G.B./PT•3 G.B./PT 9'-0" ---- i o o N 132A 3'-0" x T-0" 1-3/4' HM METAL PAINT Left-------HM--+HM 4 7/8' LEVEFi/LOCKICLOSER -- 131 WH BREAK - - V.C•T• R.B• G•B./PT-1 G•B./PT-2 G.B,/PT-1 G,B•/PT-2 S,A•C• 9'-0" _--____ � x� „ x 7'- 1 3 4" SC OAK WATCO Right • TIMELY 7 1/4" LEVER/LOC-KICLOSER (D SERIES) - - - -- - - - ---- - �- - - _ -- a' 1 - i 1328 3 0' 0'" / 19 _ -- _ - _-- 134 RR _ _� _EPDXY EPDXY G.B./F'RP G.B./FRP (a.B./FRP G.B./FRP G.B./PT 9'-0" 134A 3`-0' x_T-0° - 1_3/4" SC_ OAK -- WATCO Right • TIMELY 4 718" INDICATOR LOCK __ - C (E) DOOR TO REMAIN 135 MEN �� EPDXYMEPDXY G_B./FRP G.B.IFRP G.B./FRP G.B_)FRP G.B./PT 9'-0" -- - _ -- ` 4. . 135A 3'-0' x 7'-0' 1 3/4" SC OAK- --- WATCO rtRight • --TIMELY 4 7/8" PASSAGE LATCH _ _- -- _ - - - - _ 36A _- --_ _------ - - - -s -- --- - (E) DOOR TO REMAIN 136 WAREHOUSE B EPDXY R.B• (Ej CONC C Bu& •_1 G.B./FT-1 (E)WOOD O•Y.S• 9'-0" RB AT G.B. ONLY ,+ a 136A 3'-0' x T-0' 1 3/4" METAL _ PAINT •Left-- • HM __ 4 3!4 LEVER/LOCK/CLOSER- _- -_- _ --__ -__-__ _ - 136_8 3'-0' x T-0' 1 3/4" HOLLOW METAL PAINT -� Right _ •• - HOLLOW METAL 4 3/4' __ PANIC BAR/CLOSEF (D SERIES) :-- - - !_-_ _ _ - 137 RISER RM - E.T.R. E.T.R. - CONC/PT-1 G.B./PT-1 G.B./PT-1 G.B./PT-1 G_B./PT-9'-0' - -- • - 1 - 3/4" -- - - --~ M 4 3/4" LEVER/LOCK/CLOSER F•D. ACCESS DOOR _ -- - - , , --_-_ 1360 3-0' x 7-0 1 HM METAL _ PAINT Right •• - H _ - _ _ X156 RECPT -- CPT-1 R•B. �G.B,/PT-1 OPEN -�G.B_/E�T=1 G.B./PT-1 S.A.C. 9'-O„ -- N 1 136D 3'-0" x T-0' 1 3/4' HM METAL _ PAINT Right • HM _ 4 3/4" - LEVER/LOCK/CLOSER - - - ---F.D. ACCESS DOOR 1157-_RECPT -- CPT-1 R.B. G.B./PT-1 G.B.,�PT-1 G.B.IPT 1 OPEN S.A.C. �9' 0 _ -_-- - . '-0' x 7.-0' 1 3 4" HM METAL PAINT Right • HM 4 3/4" LEVER/LOCK/CLOSER _ - F•D_ ACCESS DOOR - 158 CIRC. CPT-1 R.B. G.B./PT-1 OPEN G•B•/PT-1 - G.B./FT-1 S.A.C. 9'-0" -- - `a• r 136E 3 / g - -- �, 137A 3'-0' x T-0' 1 3/4" -- _ -- -- _Right • -- _ 5" -- -_ -(E) DOOR TO REMAIN-- 159 OFFICE - CPT-2 R.B. ^ G.B./PT-2 _ C.B.�'PT 1 GB./FT-1 G.B./PT-1 S.A.C. 9' 0" --- 156A 3'-0" x7"-0' 1 112" -- _ ALUM/GLASS- -- _Right • ALUM 5" - _PUSH/PULL/ICLOSER/DEADBOLT (-E)- DOOR TO REMAIN - 160 REG, MGR __ CPT-2 R•B•_-__G.B•/PT-2 G.B,/PT-1 _G.B./PT-1 -�G.B•/PT-1 ,S-A.C= 9'-0" -- _ _. __ _ • i 159A 3• '-0" x 7'-0` _ 1 3/4" SC OAK - WATCO Left •• TIMELY - 4 1/2" _PASSAGE LATCH - — — _ �LITE _ ---_ — _ 161 CIRC. CPT-1 _R.B. _OPEN G.B./PT-1— OPEN G.B./PT-1 S.A.C. 9'-U" -- 1598 3• '-0' x T-0' 1 3/4" SC_ OAK WATCO Right - • �yTiMELY 4" PASSAGE LATCH - - -_ - f(E) DOOR TO REMAIN 162 BREAK V.C.T. R.B. G.B./PT-2 G.B./PT-1 - G.B./PT-1 G.B.JPT-1 S.A.C. 9'-0`° _ _- = I 160A 3'-0' x T-0'' 1 3/4" SC OAK • -- WATCO Right • - TIMELY 4 1/2" _PASSAGE LATCH LITE_ Ka- 163 CIRC, _ CPT-1 R.B. G.B./FT-1 __O_PEN - G.B./FT-1 _G,B'/PT-1 S.A.C. 9'__0" -- -- c5 - - ' - - WATCO 1Left ft • TIMELY 4 1/2" PASSAGE LATCH -- --- RE-USE (E) FULL LiTE DOOR , :64 W---.LAV _ -- CPT-1 R.B -G.B./PT-1 G.B./PT-1 G.B./PT-1 G.B./PT-1 G.B./FT 9'-0" -- _ -- 162A 3 -0' x 7 0° 1 3/4 SC OAK W CO e _ - _ __ _,_ _ 0 , - 164A 31-01----x 7'-0" 1 3/4" SC OAK WATCO Right ••�- TIMELY 4 112" PASSAGE LATCH - -- (E) DOOR TO REMAIN 165 VI/OMEN - P.TILE P.TILE G_B•/PT-1 G•B,/PT-1 G.B./PT-1 G.B./PT-1 G.B./PT 9'-0" P.TILE WAINSCOT ' -- _-- _ TIMELY 4 112" PASSAGE LATCH _ (E} DOOR TO REMAIN --_ 166 M.LAV OPT-1 R.B. G.B./PT- 1 G.B./PT'-1 G.B./F'T-1 G.B./PT-1 G.S.1PT`9'-0" __ __- 166A 3-0' x 71-0" 1 3/4 SC OAK WATCO Left _ O__ _ - -- - 168A 3'-0' x 7'-0' 1 3/4" SC OAK WATCO Left • TIMELY 4 1/2" _ PASSAGE LATCH LITE KtT - -_ _ 167_ MEN P•TILE P•T,LE G,B•/PT-1 G,B./PT'-1 G,B•/PT-1- G.B•/PT-1 G,B•/PT19--0" P•T1LE WAINSCOT �1. - --- - - -- 4 1 " PASSAGE LATCH - _ _ - L� K� -----_ 68 CONFERENCE--- CPT-1 R.E. G.B./PT-2 _G.B./F'T-1 G.B./FT-1 G.B./PT-1 S.A.C. 1.1-0' --- - _ - ,' 168 30 x 7-0' 1 _314 SC_ OAK WATCO Left_ • _TIMELY /2 - -,-- -. - --- _ - - 170A 3'-01x 7'-0' 1 -3/4" SC--OAK ---- --WATCO Left • TIMELY 4 1/2' _ PASSAGE LATCH LITE KIT 169 CIRC. __ CPT-1 R.B. G.B./PT-2 G.B•/PT-1 G•B•/PT-1 G,B,/PT-1 S,A,C. 9'-0" — -- — - 171 A 3'-0' x 7'-0" 1 3/4" SC OAK WATCO Left •_- TIMELY 4' PASSAGE LATCH - LE KIT -- 170 REG MGR - CPT-2 R.B. G.B./PT-2 G.B./PT-1 G.B./PT-1 G.B./PT-1 S,A,C 9f-_0" -- -__ _ >II4 . 174A 3'-0 x T-0" 1 314" SC OAK ^__ WATCO flight -• TIMELY _ _ 4 3/4" - LATCH/LOCK - _ ---- RE-USE (E) FULL L!?E DOOR 171 PRES -_ ~CPT-2 R.B. G.-B-./PT- -2 G.B.,�PT-1 G.B./PT-1 G.B./FT-1 S.A.C. 9'-0" -- _ __ __ • " - HM - 4 3/4' LEVER/LOCK/CLOSER (E) DOOR TO REMAIN 172 OPEN OFFICE CPT-1 RBB_ -- G.B./PT-2 G.B./FT-1 G.B./PT-1 G.B./PT-1 S.A.C. 9'-0" -,__ ---- - - M„� 175A .�-0' x 7-0" 1 3/4 HM METAL- -------1--PAINT Left • - - - -- -- -- ----- - - -- -- ---_._------ - - - -- -- - • II RELOCATE (E) DOORS '173 I.T. V.C.T. R.B• G•B,/PT-1 G•B.PT-1 G•B•/F'T-1 G.B•/PT-1 S•A.C. 9'-U" gli , 177A PR 3'-0" x T-0" 1 3/4" SC ~O_AK WATCO NA • TIMELY - 4 1/2" LEVER LATCH __ - -- __- _, - _ _-__ I -_-----^- �: -� -- • 178A 3'-0' x 7'-0'- 1 3/4" SC OAK--._ -- WATCO Right _ • TIMELY 7 1/4" PASSAGE LATCH _-- 174 LAN _ V.C.T._ R.B. G.B./PT-1 G,B,PTT 11-_G•B./ T-1 G.B./FT-1 S.A.C. . 0 -_ 179A 3'-0' x 7'-0' 1 3/4" SC_ OAK_ -- WATCO Left_ _•_ TIMELY 4 1/2" PASSAGE LATCH _ _ - -� - -- -- 175 CIRC. _ CPT-1 R•By G.B./PT-2 G.B,/PT=2 G,B,/PT-2 G•B.P2T-1 S•A•C• ,9'-0" --- -_ __-_ - -- 176 CIRC. _ -CPT-1 R.B. G.B./FT-1 OPEN G.B./PT- OPEN S.A.C. 9'-0" T 179B 3'-0' x 7'-0' 1 3/4" SC OAK - WATCO Right • TIMELY--- 4 1/2" PASSAGE LATCH _ _ _ _._ -,__._-.-- - ___J_-____- 181A 3'-01x T-0' 1314" SC OAK WATCO Left - • TIMELY _ 4 314" PASSAGE LATCH --- -_ -- -- -^-- ____ - 177 COATS -- CPT-1 R.B. -- G.B./FT-1 G.B./PT-1 G.B./PT-1 G.B./PT-1 S.A.C. 9'-0" Cin 1 2 x 7'- 1 4" SCOAK WATCO R ht • _ TIMELY 43/4" PASSAGE LATCH LFTE KiT 178 CIRC• CPT-1 R.B. G.B•/PT-1 G•B./PT-1 G•B•/PT-1 GGGG_B•/PT-1 S,A•C, 9'-O"_ _ - • i' S A 3 G 0" 3i ig --- - - -- ___----- - --- --- - __ 184A '-0' x T-0' 1 3/4" SC OAK WATCO Right • TIMELY 4 3/4"_ PASSAGE LATCH - __ I - - -- __ -_----_ 179 CONFERENCE CPT-1 R.B. _ G.B./PT-2 ,G.B./FT-1 G.B./PT-2 G.B./PT-1 S.A.C. 9'=0" -- _- ___ 3 / g _ 185A 3'-0" x 7'-0' 1 3/4" SC OAK _ - - 44 - WATCO Right • TIMELY -- 4 3/4" -- PASSAGE LATCH - LITE KIT 180 PURCHASING - CPT-1 R,B. G•B,/PT-1 G.B./PT-1 G.B./PT-1 G.B./PT-1 _ S.A.C. 9' 0" -- ___ __- ________ _.____ _ _ _ — a,- PAINT Right •• HM 4 3/4' LEVER/LOCK/CLOSER- - F.-b. ACCESS DOOR 1 t�1 SAIL ROOM !TiCP -1 R.B.R.B. G.B./FT--1 G.B./PT 1 G.B./PT-1 G.B./PT-1 S.A.C. 9' 0" _ 186A 3'-0' x T-0' 1 3/4" HM °METAL _-______._____ Z - - -- -- - ---- --- 1 4" PASSAGE LATCH -- -- -__-_ _.- ` 182 OFFICE CPT-1 R.B. .3.B.IPT-1 G.B./PT-1 G,f3./PT-1 G.B./PT-1 S.A.C. 9'-0" -- _-_ 0 '''' - • 1868 3-0" x 7 0'" 13/4 SC OAK WATCO __ ,Left • TIMELY 7 / - -_. ! - __-'- __-- I ------------------- -- -- - ---• T ------- - __ _ - _----_____-_ 183 ACC,OUNTiNG CPT-1 R.B. G.B./PT-1— G.B./PT-1 G.B./PT-1 G_B./PT-1 S.A.C_ 9'-0 __ VERIFY WALL THICKNESS / FRAME SIZE AT JOB SiTE 184 H.R. --� ---- CPT-1 R.B. G.B./PT-1 -G.B./PT-1 G.B./F i-1 G.B./PT-_t S.A.C. 9'-0" - ----__- Ea . 185 C.F.O. - CPT-1 R.B, G.B./PT-1 G.B./FT-1. G.B./FT-1 G.B./PT---I S.--A-.C. Cl) In c4 CONC --- G,B./PT-1_ I G.B./PT-1 CMU/PT-1 O•T,S_ 9'-0" R,B•@G_B4ONLY - -___ • COLOR SCHEDULE LT31 0 „, , . CARPET: CPT-1 LP(LOOP PILE) - PATCRAFT FAMOUS LAST WORDS - 14114 I'M INNOCENT, DIRECT GLUE 4,4O 2, a+ M11 CPT-2 CP(CUT PILE) - PATCRAFT ALL THAT JAZZ 30 21521 RHYTHMIC SWING, OVER PAD PAA Own____ CPT-3 CP(CUT PILE) - CAMBRIDGE PACTRUST#04- PIORS 30- 17 WALNUT, OVER PAD ., V�S101r 4 CPT•4 LP(LOOP PILE) - PATCRAFT SWEET- 49117 SWEET TOOTH, DIRECT GLUE • CPT-5 CP(CUT PILE) - PATCRAFT ALL THAT JAZZ 30- 21157 CARNEC;E HALL, OVER PAD ABBREVIATIONS CPT-8 CP(CUT PILE) - CAMBRIDGE PACTRUST #04 - PTCRS 30 - 37 BOURBON,OVER PADII -•------ --- ]• update 2-23-07 RESILIENT FLOORING: 2• C.T. CERAMIC TILE r VCT-1 (VINYL COMPOSITION 11LE) - ARMSTRONG EXCELON 61908 PEWTER 12•x 12”x1/8" (E) EXISTING 3. VCT-2(VINYL COMPOSITION TILE) - ARMSTRONG EXCELON 51899 COOL WHITE 12'x 12'x 1 J8' SV (SHEET VINYL) - MANNINGTON COMMERCIAL FINE FIELDS, #10128`STONE GRAY' WELDED SEAMS E.T•R. EXISTING TO REMAIN . • - G.B. GYPSUM BOARD 4, RUBBER BASE LP CPT' LOOP PILE CARPET S RB BURKE MERCER 4"RUBBER BASE, 204 GRAY; FLAT @ CARPET,COVE @ RESIUENT RB - BURKE MERCER 4'RUBBER BASE, 597 MOCHA; FLAT®CARPET,COVE 0 RESILIENT (N) NEW . 6• , PLAsnc LAMINATE O.T.S. OPEN TO STRUCTURE PORCELAIN TILE ,. P LAM - 1 NEVA-MAR, CORDIAL GRAY TEXTURED, 58024T AT ALL FACES P.TILE OR 7 ^ P LAM •- 2 WILSONART, EVENING GIS, 4874-80 COUNTERTOP, B,8,AND SELF-EDGE. PT PAINT P LAM - 3 NEVAMAR• , BASIC TEXTURED, 82110T AT ALL FACES (R) REMOVE OR RELOCATE • P.LAM - 4 WIl-SONART, NATURAL TiGRIS, 4889-80 COUNTER, B. ANO SELF-EDGE. RB RUBBER BASE • WALK-OFF MAT S.A C. SUSPENDED ACOUSTICAL TiLE RMT Vvu-I VAN DIJK CONTRACT-81 GRAY V.C.T. VINYL COMPOSTION TILE WO-2 VAN DiJK CONTRACT - 41 BROWN DATE 2-15-07 . PERMIT SET PAINT: ! j • PT-1 MILLER 4480 PREMIUM SATiN 8781W SILVER CHIME PT-2 MiLLER 4480 PREMIUM SATiN 8774M TANKARD, (ACCENT COLOR 1 . PT--3 MILLER TO MATCH KELLY-MOORE 08-19235 RR PRODUCT 101 BIRDAL SOUOUET PT-4 MILLER 8721W CLAY BEIGE, SATiN LATEX. s . Al PT-5 MILLER 8724M MEADOWLARK, SATIN LA1EX (ACOENf COLOR) . 1 i.*: . 4, • ( �- '} ! . I • , 4. hS I 0 r ,. �1 r♦.. ,: ,z, 7�',.��•iP;•7.0 .. ..,.. , ,,,r•.. ,. _ v. :,1�►nplT,llyhtlp�lne •,yr�..R1�Mr,,4. .'•M'w-•^'�!'n"R`f•'Yr4'^p"._. �II"n' ,, •eM"tyN". • � }4 Iv ''41;.....,k.a \ '''',,7„,.''.1. I.• #: i' Tu ' ,Y; 1 i °, Ir w Pr llrr 'S r '.p' •, ,i: i 't 1, tro / f • wt 25X • PS" , f+• y iv '.4,1, • $ :‘,F:',.';'',14,14:1"'!:.1 t r i } Y i r r s ' y i P r 1: '.� .. ' .. .. , ,.. '�. ... ,,. .x.,. a. t'.u..,ro,.,..n..,«»•.u•v»trn.w"•' . y.`, A. • • : ...r ‘1 )) �':. �.r.• . ..,r , 1.. 1. p r• ... ,.,{ ,. „r.w.rl 6,.-i�r..: ... I'J .. ., ro y.. � I. �r., r• .. .. ,. .. h:. ri.. J . L ,n;4 , t 1 1,. •f a' IY � t 'n a M 4 b:a#'t ,•. -� ., .11 h.,j. 4J4'. :..,.t .c�. 1 ".:.,4"':•.4.. :.. s v , . 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NO. 0707 :- - SII m 4 ' - e�-->' �' -a �Ti1T�d��i�t►� T a r itII J�(( �y .., 7=rI --) , _ F. q :11: �, • 89674 - Lc - ��- EPDXY FLOOR BASE =,,, __1'44 -a-- - _ J b� ______ ,,„\.--- (iiii..,,,,, / EPDXY b BASEit uo • -- U77 _--- . ,? . , ,,, --- -_ Imo\ - 0 4 . . . ... '4) / • • J _7\,./\/\7\7\,,\./\././1----- A 4, ...5.>,( ......,__ill14 NO > � �S . cyo 4..ENLARGED �T OILET ROOM PLANS w 3/ N,�,� • vA 1 3�SCALE 1/4" = 1' — 0" �.avi t/]O o Q - &T 410110,4110" V'2 f,•1 1. 4 a - I I — • • ,; N �a LJ �o lr--.?.a �_ _ --\ i ENLARGED TOILET ROOM PLANS 5 Q .:: A SCALE 1/4" = 1' - 0• e) z° g i� — N c M . . o SOAP PAPER TOWELSAN. NAP. PAPER TOWEL/ RECESSED SEAT COVER TOIL. PAPER/ GRAB BAR MIRROR DISPENSER DISPENSER DISPENSER DISPENSER/ TOWEL DISPENSER SEAT COV. DISP./ DISPENSER SAN. NAP- DISPOSAL N .. • 3 TOILET ROOM ACCESSORY - MOUNTING HEIGHTS O .. Al 3 SCALE 1/4" = 1' - 0" A . • - • >I.4 ' i .. 4 • • CA • • L 1 V y - wi - -- I FT-- STAR(WITH 6-0' 3-0' - Z y� 1'ECiO CRATE • 3' '-0' - - - -START VALANCE FL •- z•-•• LK�-IT FIX T. CI) i 3'-0' HALF ~ (14 MIRROR :,• BOBR1C.K 4LEWATT •-• �P.1x_E WMI60OfTT /P0rWiNScOTT • B-3674---...„ I -— (..„.. t1iCAO t I. - - 1/2 TILE »I l WALL SASE �T�' - TA _. ��, \_ I _ `' wRAP TRAPS AND s' . , . , ,....... E-.) 1), E 1 �Z Z , ' ,. 1 MI --RUBBER BASE HW SUPPLY N ` , .., C)C) • Qril +/ --8, J C7 O s • 9' ALIGN I rI FLOOR T1LE � -0 --- - -r -- - � L _L 1 [RUESEn _-_JLIOHTv �� —k' 1. update 2-23-07 } "t _• � 1'EGG ORATE �� ,fit-- 5'-0" -START WRH 2. - - _1 , VALANCE / I 7 I �_ _l �� �^ - i ) - I BOBRICK HALF TILE 3 1 I I n MRR('t1 / FLUORESCENT- J ( e-ss7 • 4 uoErr Foci. 31-81 n itt (----...i.„- 1 . JT _- ( 5. T- 1 - r ••� 1 - _ - � -T: I tS �. ;IMM -Z -. , - AP TRAPS-AND --- - - -"RD - --6---- -- � _1 T._ - - r - SUPPLY I'� t_C �- r l: !JJ 7• BASE -� `-1/1 TILE - __ rli i -(_ kill .L- 1 \ 11,Aut E g• 11-8" -Or B" 2'-9' • -s---•0 -f -s 0 _ , .: ALIGN WITl I FLOOR TILE 8'-a" J -----__-.8'-0"^-- -- RMT -or,— --- ,4:1.— — DATE: 2-15-07 PERMIT SET v\ 1 .. _ILET ROOM ELEVATIONS _ ____- , • N SCALE 1/4" = 1' - 0" • 2( ENLARGED TOILET ROOM PLANS . . .... t A 1 SCALE 1/4" = 1' - v ------ (\if) Al . . . .. 4 ..I, it'Sr .ti :r r " - ,Y .♦ t ♦ Y •. ,y s,:. r •:,., 't 1,n•1 , ... ,.+ `�M11r1•rrMl.r�•r�•rttll•'1'••.-•••.+_-,r•.:M._»••M '� •-•._-:�•rt. i�•.�11 • r: 1 t • :• .: ` :Y• ;' fir. '. [ 1 •;, a 7 ra 1-'' I: r '''''' : - 1 i '.. •„... • n., '.,... a ,1f Y. {-s,91V:.. ,. '5'r 'i- - n `t f .t _1�,i .. ',;'k:-. -. .1 �5'T,�'.�x r-. . ,Gt 7 r, -,:.1, .. - F �, P+r :WY +fix a, y t oat • t r r 1 i ,. t400000000100000401, ,„. is 9.. .. • .,. . .. '. _ ,. .. of , .. , 1 'i. • •.. -. . .-.. .; , ..'. r ... : • is a ' > , 1' Lr 1.• F A l A4 i.` ...V.. �I... . ( 1 '1 •1* >f AIr m d l•>1 s a , . 41 . . , , ���4P `qtr ,,3 t� ` x r , • tf a , I 9 y A Iil • , • , • e' h'. • i .N I • 1• > • •, ( ft «r,.a..,„..„,„_.-.: ::+rl,ara+u...4..�'...: ,..._...m.__.• ..a..,.. .:a.r.:va:.I•4••,••l�'witirwra s;�sWiull � �_ • t .•4•••• �.r� ---y.y.-��� .._4.04-.r1-444-w• . . s • / •'yW �vuw . .i.., ra ... ..rrva.w,”-__;�. "_.- .,; .a.YYM�a.r.r.srw {• 7• --` + amu, Li12WN11�Y1 • ...r.,vrrr.nrrw.•... ._,L,,,.. it F s / -- `� � � 6' L..yfri , F',-i ' . SIA iiii 1 R iii//, - _ �,• _17.7....- �- f J�, 0, OREGON " - / T r "'�" b - - =-1 - --- ----�-. . _ --I-- =-L -rte - --,T.- ---_�,.•----..•� �-1^_� -- -a �fi �� . / OF 0 ii PROJ. NO. 0707 REMOVE CONC WALK1 li WO • REMOVE CONC WALK II ` REMOVE CONC CURBS t 1. REMOVE CONC CURBS,-•-I T / i 1 -- qt. ---„......L __ ---- +. 1 I 1 REMOVE ASP-IALT&GRAVEL BASE �`~ i TO 1'-0'BELOW FINISH GRADE-TYP I I I =-- - SAW-CUT ASPHALT PAVING 4 ‘,..- I I REMOVE CONC CURBS --'` • 1 ': \ I ca .) . w0 �� '; H Eh an r• (-1--- ) 1i0ll a I EXTERIOR SITE QEM� — SOUTH WEST COINER __ m A 1 4 SCALE 1/8" = 1' - 0" / \(t/ I h • e41 f, O Eilim°mIll°11172117.-- - I _ `� r- --r --- -- D , --.4 �-�_--_ ----- -- - ' --t-___ -- , _ _ t f -1----r-----------=.T1-------- �1--- EY NOTES THIS SHEET K �� / ��� t cJ RAISE ELECTRICAL SPLICE VAULT TO NEW e ;� n _— • I —.f �_t•1 GRADE II II C1111--\. 6 •m �J V l\\\\ . . b pd p• I W-0• ( \ —90-6•_ 99*-9'-iCC 6v-11• i \ `- 1=X-0' 9Br-0� 7 A 1 ----- I _ — ' 13,.• / rr-�� C9-1-1-71 DB 7J' 1 ' \ DB 0 \\ - NEW BLISTER RAMP - moo' ' - - - - -- 9T-0'--- -- IM'-11)90-0'- — js • 9111-21 05-1 Ot ff 1 f. • 4_4) \ (061-9') , f=Li • (96'-7 --� - -_ y .. • , ., • • cn . . . . ..:.________ ,----o-3--5-64.) 4.1 , .. ,.'z . Z . . , N C - . 2 ERIOR SITE WORK — SOUTH WEST CORNER • `. kA 4 SCALE 1/8" = 1' - 0" — - —. \ 1 - 1' - -i YSJ-" EXISTING GRADE ELEV - Q a ►O t`5` 11� NEV.' FINISH GRADE PX-1 144 Z3 U 0 L � o • • 1'-a m T @ IT-T-7" 1'-v REVISION —s • 12 O.D. PIPE HANDRAILS i - t SPACE 12 CLEAR FROM POST II 2 • ` e,,_ c 3. 2 H,D. PIPE VERTICALS 4 , �/ 5 N 6. • ) II / " 7. " k STEEL ROD SUPPORTr • 1 .- RMT , —TUFIDAT : 2-15-SE0I - - PERMIT REN HANDRAIL TO VERTICAL POST 1. r�;� l 4SHOW ROOM STAIR SECTION A1 :1)-SCALE 1/2" = 1' - 0" v ' • Alrnn.e.lsl.ra tp*wy ry kMi�,it4lwr►.M,. uaMa.rwx�+rilrwx�wiw,. aMdIIII�. t +r " ' •. r4. rPJ�'1.»I'Y4 f+. 1'1'�I•,,.h. .> Q1r':.. .,'M1K'Ak•+.'M..'M. .:`•'.:+"xtt.t.111gltw ,L. ,+t;f,,.rR„• •.,.r .. r.._ • . lett _....o M...... n....aw..... ...gr. xP:.w,Mv..a^a.•/p..•«r� .riY+M F ,e' ,p'!(z.'"ati ert .,�K14r'1 t}{;r•:i w; .� ' ,:t �..• • ,«A+raA+i.riwtMw.v. v.r { - M fiy�, f S PQ •.Y` 1 a sv , Fd ! It. 1+. . , t roV ' ' . ..t, +1 t.Y`t A . - +f ,r{;w"4 ,a r : t"'.1"l "tC ., , " . e . .<. 25X i w Id3v I , , ,1, Y fA . v • / .. 4 � ;%S. -' : �• i I �` � . e :•" • � a� • • 4f ,,r 'tij � All.• +Vna �" ' , Y 'i• , I• p "l � t/ s'i: �.,ai arr ) . • , , r i; , /.,. P ' nq "R^"'"'q �,•-;rrnpn+Mltn!•.rur.:. • • • " , Illit mood , i, • ' sr' IC : r' hit: , 1.; # u 4;4 w L , ,, 44` • : 1 • ; 1 : '14 I . m i • • Vis. , V ,, ' -- ,r - , ,t. y • r ,: • ' .., ,1 r ray: r. ... v , l ., ,. ( 1 s,r, r r.,:. '• ..,aryl d k ,'�' 'tom M. f o � c• :..' : '.3.. :j,. Y y r i' • r " ' ' ,i. i , . , rl• •' , ,ted ;r-.:. .. •'... . : ,i'. , ,.,' r ,.. ,:.:; ., • :. .. ,. r.. ,. . .. .... .., -. .. e. • - ' r e. a '1-';',',,,.. • _ , :� a. ,r ,- 1 ' ,,,r,...::.. i ''''''''''''''''''‘'/''''-'?4',''ti-l'...,,i' *': , w 6 r: , is i' r „ . 4 �r • r, :x. r• • r,r ,,*x ..„1°.;',,I•it E; .. t^ ., ,".. r. n r r , ... 1 ', r. •. , •. ., ..... a. ". ,5 .-: r '-� ..,. :,,, 1 •1 '11� I. i 1, d^ C ., a,• ,a , r :i- , (, ^I y, "w: ,, • -. '�w.ww ,,.urr.rrsLr. au.....-_.-.�.r.r....�..<wrc ..._... ,. ,. �r- r.•.,....:.�.."....:,we.�.. .. _. .._1.,.... f.,. .a :{ . ... y(' ! ,. * ,...„,,'< °$ lik- e RECEIVED ED X 225 r ��� ��ARTE I S I OE$OSIA • / �`- - APR — 3 ,� • \ 100) _ 1 1 \� J C eI•TIJ1ND, OREGON . _F) INVISIoN --.1/ <• • .,....� --- ---_ -- - -'1-L Ia_ . .... !__� �i I �, ItOx. r10. 070 r� � ( — -- --- -- CV• J 2 i • b � iG 0 0 N • b 4 i � i3 3 3 FYI ��J I L!� , I , rilI_ I --1------t+1 . ........__. , . 4 , . _________ a LTJ W14x22 L J _-�_ — —_. — ,.. t 5'-6' __ —_ 22'-0' — - -- —_ -- , '..... , ,.____.„ 1 a it / (--- --' [ MC vc , _________I L \ i I il „/"> • � _- — — — — — L.� L- " r CA oa � as ' t%i4! N NElmo <o . 1 EXTERIOR COVERED PATIO - FF�AMING PLAN _ __ J------)- 4 EXTERIOR COVERED PATIO - OUTI� ELEVATION ID 1 �a "' ' A 1 5 SCALE 1/4' = 1' - 0' A15 SCALE 1/4' = 1' - O' — ii ( i ' td�`t 1 , illommos —_ . —a ib, _ I• -----V---- J �� , 2 i N II 1 O .,,. ,, 4d II • 1 : —9;I I 8 • 4'-C1' 241-0" • - — — STANDING SEAM METAL ROOF AND \c„_ II_ ___ _ PROVIDE SCORE JOINTS 4'x 4 GRID INTERNAL GUTTER BY BIK SHEET METAL - • ___- _ KEEP ALL MA•1ERIAL(EXCEPT'SU'rriFACE >1.41 MOUNTED REGLE1)BELOW TOP OF W14 x 22 :' • i ru`, r1 i- f 1 f1 r'; r`7. r`1 r c•^. '1 t 1. a II P- • • TS 4 x 4 COLUMN EXTERIOR COVERED PATIO SLAB \ Al 5 SCALE 1/4' = ,' - 0' — — — 7 I PRO IDE COLUMN AT �....__- - DOOR OPENING TO SUPPORT '�"'� ; (:>�,( U RE • 1 EASTERLY MOST BEAM EMD J �uI L �; S`,, 'a1. Cede C) ,"" I • Stf to of Ot_ _____ tura --- Essii.4- • ei. �crQtA anci Roirfor�:4n•3,,tcaf a , G C o;t� in.;xlir�i ie�C� creta V 1 B Concrete Framei. SEE STRUCTURAL DETAILS SHEET S5 p $pecisi tYlomert Roe 3tinT, I --r- � t� FOR SIZES, CONNECTIONS AND DETAILS Ste3{�;,g.f st�essir�d gt.=ei Te":dons a , • I Q Reirtorcirsyl i70 i ) E structural Weldingi 14 0 8 .. . 1 w . . __a...7 p H►� '.5t'ert}t d.itirg 0k'_ , •i 1 1• 2MINIM r Structure: -:crry °miC • 31ir.Y^�;�C;9t9 • A t c} ReinfocaQd car L' VISI�►N ' • - a t t^J Insu'attng Concrete Ft.t z tlateri.;� ( •- 2-0 x 2-04 x 101 FTG p Sn*e�!pppiied Fire Rc;,stiva Y I. update 43-07 / W/ (4) #4 EA WAY �'' re and Ca>s5or�s • q r BOT OF FTG C�? �- __ ---- --- --- - - - - - — - 0 pi;ings,D, L, 1 -11 tet -- L-J BELOW FF L.J -\ , Shoterete 3• '�' �- "Of _ -- — - p Spe�iai Grading,Ex,,�vation.r�:;F t;{ing 4a It \�- p Smok«-Control Systema S. it - — --. --_—_— — — --- - -- — PIPE RAIN WATER 1\`�`'�� '...''''.' LEApp'1 TO STOMA (� Otf►ar inspections �. 8.• 2-17 / . • CITY OF TIGAf�D DPA1NN BY: • ' Approved r>C; DATE- 2-15 ;nditiondlly App,rivnd I 7 �r only ttte work as described in. FOR CON • •' 4 14,43‘3,0 TO — f'E'IMIT NO. __ Sae l etter to: Fol w —� r i - • h. mach. i, 3i+ Job 1dcress Stet A i; 1 _ • _ --_ E:K�I"ERLC,IR COVERED PATIO_ --SOOTING-_ n, RAI►V�__ _ Date _ Yii;QZ__�, Et 5 EXTERIOR COVERED PATIO - SECTION , A15 sLE 1 i4" = 1' - Cr' — _- ---- - __________.._________,__ _ Al 5 SCALE 1/4' = 1' - 0' OFFICE COPY . , I v V .. . . , ; , n. . X :,_. — »,. , f it :'., •, ,,.,+ .,.r ,. � , Ir ¢�1!""•t ."^" ^.rrTM7,1frt ♦'-,<�+q�e+m+ .x,;,v,,,.t.,rr'r•-rwa1MM,e,«. , •14.4,1t.",•"""•" ....,4:}�4*r � :.�}Irey,br ,.yr,.i,, , i ,r c� �.yy. ,,' :.., A. ,,. . •., , . a ,': r: , ,«. ''s �: � tr�y t,,�.t :�, y� �yea tt".. tw � ,t"F�-:r ,. ... • ,r. r r ,. .l ..:a.,r,. », ,.. .e. rA a .. , ,.;�,P, ::.., , l� •O .. arr,2 ,�, >y` �,,r� LX+�`4 ,.a• � I, ''yayya r! t,:i .,. r : »�. -,.., r ,.. �'t'-.•..- ,:,.,, ,,... c .r ,o ...�,,lA ! .4i.t.r°(s'�". :r.1 X P,,,•. .. f�A,'.;r,.4,41 , , r, e. i ,;. 3 a, .: r i r; .,.' ,,r..7er< z,F.• .,.'' K 'i}t"iµ�{ L „}d'. 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"`••`• +4a 11r.k�-er.:.s���ia.ww" r..r.w . .riw.'ur d.W,a._• �..;. -....,.::.. r.,�.•...,...._..... r __..-._, ._.,.. _.,....r..a.r.rr". —_ .,,.w•.,,•"••.,..,....... rr f r..•...«,.a..:_.. tiw.,r. .r.. a.....",+Yt•r.ww.r.... .:,r, _, - .., _.,. ,.. ... ,_....r..r,...,...,_.._....•. ..—.- rw• _ ,:.._.. .w......a.w ._...._.:_.__.. . ...c."'y....r...,_:.,._,: ,r .-.__.. • `• FASTEN STUD TO TRACK WITH(2) A j,Y�4`y,/] ��� ��a r,� I — 7 x 16 SCREWS(ONE EACH SIDE) 5 DE�O�IA FLOOR AND/'UR ROOM STRUCTURE � ." ARMSTRONG BEF4C2 CUP (AS ALTERNATE MEANS OF • (:ONSTRUCTION FOR THIS PROJECT) FASTEN TRACK TO CONC PANEL ahl,%• • 'R . • ' WITH 2 1°PINS AT 12"O.C, �• tik'1...--T, I♦ OREGON " x. , ADDITIONAL HANGERS AT ALL MAINS ." ( ) WITHIN 8'OF THE PERIMETER • APPROVED VERTICAL STRUT AT'12' 0'O.C. EA. WAY _. 21 • 3'_0" /i. -,,�� WITH 4 WAY LATERAL BRACING FROM THE MAIN RUNNER TO THE STRUCTURE OVER. HEGlN WITHIN 6'-U' ?Al OF « OF THE PERIMETER AND 2'FROM A CROSS MAMBER (�• ..;,; .- ,EDGE OF CONC PANEL. BEYOND t - -_ - - �- I _ 3 5�3"20 GA MIL. STUDS @ 48'O.C. -\ _-_ RELIGHT KIT WHERE SPED IED PROJ. NO. 0707Q 'f — oAt. -- 1 3 5�"2EF GA MTT_. STUDS @ 18'O.C. -- 6. 8"in / • \ •• • , AO Pei, ATTACH STUD TO TRAK WITH (2)7 x 16 it • SCREWS(ONE EACH SIDE)BOTH ENDS C/ TEMP \ \� - -� _,_ GLASS \. OD / ` \ .....- R-11 BATT INSULATION ft 47? Q / Com... •\ V _iv CROSS MEMBERS BETWE- I a / NI ADDITIONAL SWITCH 4 MAX MAIN RUNNERS Ofri ATTACH BOTTOM TRACK TO BOX BEAM • / GANG LOCATI `-MAIN RUNNERS AT 4'-O"O C \N. WITH(2)8 x :CHEWS AT 24"O.C. IJ j 8' 7 MAX4-0"42.C. :6•46 , I R• C --- - ii 4 . ___ SUPPORT WITH #12 WIRE AT 4' O'Q.C. �! b (7 r OR WITH #10 WIRE AT 5'-0'0 C. , ► ti Z �`— 1 _ I H `}11 I- COUNTERSLOPE HANGERS IF MORE � -- BOX BEAM COMPOSED OF(2)STUD TRACKS• = •� (4) r3 O THAN 1.6 OUT OF PLUMB 1 /_ AND(21 18 GA 8"METAL JOISTS ATTACH _ • SECURE ALL HANGERS TO ElLC43. — � TRACKS TO EA JOISTS WITH 8 x 1 SCREWS AT a ` u: I ELECTRICAL w w z ' STTTUCTURE OR A TRAPEZE FOR I Prous !to 10"O.C. TOP&BOTTOM u, OUTLET lL ' • .,I_ DUCT AND/OR PIPE WORK / \ \ Q OR J BOX O NOTE ALL CONNECTION DEVICES TO BE IBC ♦ II° �� "STO FINISH OVER USG DUROCK PANEL WRAP F' APPROVED TYPE AND HAVE 100# CAPACITY 1�t�f,1,,% ,`/, 11ittr�%lr�r�t�rr�r?i�•tiill,i FINISH AROUND BOTTOM EDGE TO FORM DRIP �_ ;,••- . o ~ UNDERCUTL ......._.._.._,............ .........,..i ii..z......_......... A • �. -- - - -- - - ---- b, REQUIRED Ti' E • 44 N • _ - ATTACH TRACK TO BOX BEAM N/I11 I I'_i / x 16 - FLOOR FINIS I --- a r • Ali CEI!INC BRACING SECTION �,\ SCREWS AT24.O �� g� , M Al 6 NOT TO SCALE 3 fj GYPSUM SOFFIT BOARD MOUNTING HEIGHTS v N r. 4' - 6" _ 35/9"25GAMTL. STUDS @24.O.C. Al 6 SCALE 1/2" = 1' - 0" 13 ELEVATION - CONF RM DOOR SIDELIGHT W 3a r. it -- - _ --- — ATTACH STUDS TO TRACK WITH (2)7x16 SCREWS A 1 " = 1' - 0' "_ / WI 0 0 SCALE /2 AT EACH END 16 �a � • •/ 5 FRAMED IN-FILL AT CONCRETE PANEL { • '� _____ 8 MAX. / 8.MAX.'7' / AlA 16 SCALE 1" = 1' - 0" • 1111 ff/ / 3\ �0\` ` (1/V • l'' O Off, 4 \ QM 1 �/ � . • ARMSTRONG BERC2 e •d ARMSTRONG BERC2 GLOP '''',,11 . `i _ t I ' ATTACHED TO GRID UNATTACHED TO GRID � - 1 ATTACHED WALL UNATTACHED WALL1(1:1L. . f79 / _` RAILING 1 1/4 STD PIPE _- DECK 2 11/21w/004 /i'l2'GONC OVER 1 1/2' CV STEEL DECK • 1 8'MAX _ HANGER WIRE W/STRUT TYPICAL STUD / STRINGER Cl 0 X 15.3 0 • HANGER WIRE AND SPLAY WIRES PER STRINGER C10 X 15.3 CEILING DETAIL 1 / ` POST 2 DIA HD PIPE W/1/2'BASE &CAP PLATE A '- CROSS TEE MAIN SEAM CROSS TEE STAIR&LANDING 4 WIDE b / �f W/12'X 12•X 12•CONC FOOTING d 7 .. -.. , ___________ l�l -- - -- 4'x 4' CONCRETE' LANDING •-....,,,,, / a / 0 0 0.--r o 0 0 0 0 0 0r--H-- FREE I i m - e .,�• a° ooe � e „, v000n � 000 °, � TYPICAL TRACK ENO FIXED END It(STALL STUDS WITH I SAME 0.111 \ V %� N .i•,; W '44.\- 1: ,c DIMENSION 10"MIN. FOR ' 0[ • 7/8"ANGLE MOLT ='� � �' ,"N� i� -( ASIDE BRIDGING ALIGNMENT to N s' POP-RIVETS 1 J d, • EXPANSION JOINT .- -- c� >Nil r CEILING BRACING DETAIL01.111111 ��� POWDER DRIVEN �- _ F- I Al 6 NOT TO SCALE ANCHORS AT 24"O.C. , —� -\ all •• ('1) #10x5/BSCREW , EACH SIDE • -- 5)TREADS @ 11• -_ 1 �1 .C1-D31 F.D. ACCESS STAIR • ASCALE 1/2" = 1' - 0" r • 6 WALL FRAMING DETAIL Z . , • - Al0 6 SCALE 3' = 1' - 0" • • . ` • gaV) 2 " 3 5/8.25 GA MTL STUDS @ 16'0 - ATTACH STUD TO TRAK WITH(2) 7 x 16 Z a • SCREWS(ONE EACH SIDE) BOT(-' ENDS0 QV• o i 5/8"PLYWOOD DOCK OVER TOILET ROOM --3 1 f2°24 GA METAL STUDS AT 10' 3'Q.C. r ` ALUMINUM STOREFRONT R� 2 � TO BUILDING STRUCTURE ABOVE FOR w ;��• BLDG. STRUCTURE ABOVE /�� VJ O •••"• -' ATTACH JOISTS TO END TRACK WITH 't 0 X UNSUPPORTED WALLS LONGER THAN 12'—cr ;�+ \ DEFLECTION CHANNEL W/ (2) s "�. P�Ra,tN % ♦ea, SCREW EACH SIDE OF EACH JOIST FASTEN EACH END W/(1) #8 SHEET METAL SCREW > � . I ,VISION '��� N------_ —CAULKING IN 1/2"SPACE7._-_---- GLAZING 8' 16 GA MlT . JOISTS 16"7 C. - 3 1/2" BATT INSULATION Z ON EACH SIDE OF WALL �"-�i' _ LOCATE DIRt:CTLY OVER STUDS +/-45" 1 / - -_ 7\ i�il -- t �- R 11 BATT IN`ILLATION -- _ _ -- 6"FIBERGLASS INSULATION ,,,,''',,,/''k�r41 �+j�'�' BLOCKING TYP. AT FASTENIN.,,i POINTS —_ I 1/2" BUTT GLAZE 1. update 2-23-07 \-- a a -• --SUSPENDED CEILING •-:•-•-••••••• •'" ,•s�,'�-`••,%-� SUSPENDED CEILING b SILICON . 2. i � _ -_-.__ PLATE GLASS �' "•F. T SUSPENDED CEILING --�� ALUMINUM GLAZING CHANNEL FASTENED TO 3. 5/8'GYPSUM BOARD • _— 3 5/L''25 GA MTL. STUDS @ 16"U.C. Ie. l — RACO WITH SCREWS. PAINT TO MATCH METAL 5� "GYPSUM BOAR(:) -- -�_- 4n . - " i� 3 1/2"MIL. 24" - 6"MTL. STUDS 24"O,C, ' • CENTER- LINE OF STUD i1� (IN REMODELS MATCH STUD SIZE TO ALLOW - , 5. REUSE OF BLDG. STD. DOORS AND FRAMES) w - 5/8'TYPE GYPSUM BOARD �_�_ �!! -RACO TRACK CENTER ON WINDOW MULLION A — --- 5I8'GYPSUM BOARD BOTH SIDES ] CEN RBOTH I NE= ©F STUD DES SCREW ACHED SECURED BY GYP BOARD. 6. • D Z In �, ' - CENTER LINE OF STUD ti k J ♦ v 3-1/2 FIBERGLASS INSULATION b 1 Ej ---- WINDOW SILL $• 5kr W R GYPSUM BOARD r- _ 1 b z WALL STUD FLUSh WITH WINDOW SILL } 4"RUBBER BASE-TYP bi ------ s•" _ ATTACH STUD TO TRACK WR}t - 3-1/2"BAT T INSUL. i� _ �_- _ f- SMOOTH FIN. GYP BD. OVER METAL STUDS J �-• . 0. R-- --- R-11 BATT INSULATION 10 xi SCREW EACH SIDE OF ST ID g 6I1111111.r� - 4"RUBBER BASE TYP. RMT 6'BASE ) _ 4'RUBBER BASE TYP • -- ATTACH BOTTOM TRACK TO FLOOR WITH i le /--- - ATTACH BOTTOM TRACK TO FLOOR WITH ATTACH BOTTOM TRACK TO FLOOR WITH DAM: 2-I S-O7 Lit POWDER DRIVEN ANCHORS AT 24'O.C. j POWDER DRIVEN ANCHORS AT 24'0.C. POWDER DRIVEN ANCHORS AT 24'O,C. PEIt.MIT SFT FINISH FLOOR //: - r � � FINISH FLOOR @ �m i FINISH FLOOR-TOP OF SLAB FINISH FLOOR t__ ' ' I �__-- WAREHOUSE OFFICE i, t' RESTROOM SIDE OFFICE SIDE • 4 SECTION - TOILET ROOM WALL 8 TYPICAL WALL SECTION 12 STRUCTURE HEIGHT WALL 15 CLOSURE AT STOREFRONT ` , • SCALE 1" = 1' - 0' 16 SCALE � 1' - 0" Al .,.. .,. A16 SCALE1' = 1' - 0" A16 11A[E1' = 1' - 0' i • . .. . . . � , U . .• • ... .., . „ •. .. • ..: . i ............................. . rq.-; ,'. - F ,.� /.. .,a.' '^t •'. ` ". M"cx' •• +.;.rs•r•Ir'nlMI�1�M♦ aY•*w,gr..a.4,................, , • e • .• .., , . r • . F. ,�. s - *. ..F ,r' .. - ' , - r -. 'x- • 66 • •" 25x . . . . 1 - i4. . , . n a dP.. ,i...p vy i. •r. +'° ":.,,r ':':,, +': y '';{'l ,n ! y "...•: . .,'i. �� ..q '1'..I '�' {r a >1 8y� 1. ;1'• 6 - 1 ,w,-w ..r:�'.,'. ..,,," .. .r. �l. r.. n ' tr 3 'y' .ay. ,•f , ,.y 1�� ,t I . , �-1,. ',..1 '�!/ � rM.• \ k�• i •:,;.,, ,[t,•:;,,,:!'!,+:' ni • a.. ,1 -..- ',.4,,,•,.,4,i,-4,"4::4,.:;.„' .p. .. .., r,l ,. ,� i. 4'1:,,-�+. Jr° ,.1' w+ 'ir�i �� ,L 't ta'� 'a , , p �y ��jj • • �i ',J. tY ./' "•, '� +1 w'�"St" 'l.. 1 ,wia 1.414,4::,r ' al•�r. �,jj,. :4, , . .� ,. 1 ,to .I. 'l r y ( w• • J l • ! • • r Iwo 1 " ts. " i • C • ali I F .ire• • ! - • ) \, I • F e 1 � 1 • • 1 • % , r I ... 'fit„ -,•,",2„;',' » "1,r: 1. „ , ',r:•r S.. n 5 — 1 , ft• r.,n.,t e .. r,.d r! ., N Ikt�7 r :. ...... -<, / .. .:rM'� •..., ,.n, ,,.. ":n< I, '!4 .,Y, ,..r : ''''''''1)'' ., :.,.k'., .'til e4 '1 , :G°. .... r. . 4iimspiimmisimihtoowwemommsoe.. r t ti / q;,r. .. : ,.. :,. 1. ,,. ri ) .. 4' 1 , 1 9 V ! . t, • ', ;,:. u r ,.. ..,- ., a [ 1p i 1.A ♦.. v .. .. .» ...,,, ,V ,. .:.: ., ,.. !.r •a.,"w,. a,�,' .A ,N i ;,. • r • . r Via' S sr,. ,.r. • . t ;',.t,,k, : J r i • ,9'•r ', '. ,.,. .. ,...,.,+.A': ..__�-- .-�. _..w�,.•w•,LI..+w:.a..•.,...ww,.�r:.:-,a+roan..•a.,+.a�ynirrstAA.w,.Ik.Av,rnc..a,rw.n+r.+.oks. _-�...ii ,.1.. . . ... _. _ .- . ....,- E t, , r Olt • ERAL O C NOTES 13Tt JCTURAL.AN:? M1:3GELG�A1�ES44$_TEEL V 4 D PRO 4all 111111 till) e t IY I. Detailing, fabrication and erection shall conform to the Steel Construction Manual \; lata. .1BIGN /. � CTIUN Al Alar. 2. All structural tubing to be ASTM A500 Gracie fy • 46 itis!. '� 2 • 1 The structural design and documentation conform to the 2003 international Builds 3• All other structural sterol to be A36. • X61 g 4. Ali welds to be made Certified Welders to AtilS Standards with El0XX4 ,. Code (15C), as amended by the State of Oregon. The contractor Is responsible for ----I-7_1. A coordination of all documentation and Is to bring document discrepancies to the elecirodas. ''' °" le- " * - - --1----1--a--1---7--�-' ._L _- __E----I- `• _T- _T 1 E__ __I _/ .,.-_ __ 5- Bolts to be 4301 unless noted otherwise. yti attention of the engineer For clarification / direction. t' • __---'•-__---__-�---__--�---__--+•-__-{--_.._.a_--.._-�--__-- -__._^--__--�---• -------�-_--1•-----'---- 1 -'--+----'--'------� ___.y.___--�--__-+--__ 1 b. Do not a vers I a:e dr t l led or punched hole* w I th burning torch 1. �. NO�Q ---I-----1 ----�---'-1----4--- I----1----I-------I-----1--- -1-----1- --4-----•I------I----I----i-- -1--•'--I -- -I----1'-•---}-----1 _- __.-.-____--I-1 _�___.___r,�-_ _�__--._ �-__,_.- _�__-.-�711 --___.___`{ryy}S , __��1�py}k � _«__1- The stability of the structure Is dependent on the completed condition_ The CONCRETE M A'JTI . -- - --- - I 5 contractor is responsible for temporary bracing during construction. p'rr, 15PXa psi. --- f 1 i I I I I L I___ C -__ I _� ___ - ! --- _ i 2. Regular masonry units to be Grade N-1 per ASTM G90, maximum moisture content N_�.._�X X�__�X - X- - .._�1_�- -� 1-�__-�il�__._h__X_�--- _ �-_ - "-1 _- ��-41GN LOADS 1 1 1 1 1 r I I -1 1 1 1 �U• iii 40�t humid Gond I t l On per Tab le No. i- - �- �_ - -'--�-- �_ ��-- -- --�__-,_t_ �___�___�___ 3, Grout for all reinforced concrete mus unit walla shall be 3/8' aggregate . -__.__T�__.T..___-_�___r.__ _�_ ._�- .-r___T.___�.-.__-_r____.�-____T-.-_ T ,T '-�-----.�.---'.-,---�---- ----T----r----r---- le a*dltion to the structural dead loads, the following live loads and design. criteria i :i • 1 _ - cvr�creete with a 28 de strength of 1 s with Intrusion aid admixture ander --- ---_-- _-- _-__-- -- ---- - `rs W ounces per do of cement). shall be 1 to 8 Inches. exp ..-7,2 . -' �-- a ed sSlumpgi • - - -- -_ _ Roof; 25 per added (4 our p a ! p - - 4. All mortar for reinforced masonry shall be U.B.C. Types 'v' 1300 psi compressive ' - r- 0 -�---� -- -E--- Wind 100 mph (3 sec gust) strength at 28 days. t 1 J� 1� - - - -t- - i Exposure B 5 ant will pot be allowed.proportioned by accurate - - - __ _- __- -_ _ -- - _ 1 __ - ___� _ _1- ___ _= 1 DiAll mortar ov mixedmby mechanical will r means and iw • 1� measurement shall be l eaeura�m '� k,, 6. Tests - See specifications0.I Seismic Occupancy Catagory II 1. All reinforcing steel for concrete to be grade 60 (grade 40 for ties) and shall .Ir p■ ,1 Seismic Use Group ! conform to 113C. standards and A5T1.1 A615. VI rtc , • Site Class - D 8. Except as otherwise shown, reinforce masonry walls with the following minimum: Seismic Design Category - ® 8' nominal thickness Ss ■ 1.051 Si ■ 0369 05 4132' o/c vertical *center of grouted voids 4 w § Two 04 horizontal in bond beams at 46" o/c (with two horizontal in two bond a vss • E?>.15'i Se; • ©.40� beams at to of well)- a 4 SPECIAL INSPECTIONS p . OVERALL ROOF FRAMING PLAN 9. Except ae otr>erwise shown, reinforce arou id all openings with two '5 horizontal at G7 ^° s,,•' I. Special inspections are to be performed by a qualified d independent special head by opening plus 41-01 and two "5 vertical at each Jamb For full height of O ® • I'. 601-0' inspector and shall conform to Section 109 and Chapter 11 of thea 2003 IBC wall. r 1 ti (2004 Oregon Structural Specialty Code). 10. Except as otherwise shown, dowel all masonry walls to Foundation base with lID CO , 6 2. Inspections are to be continuous or periodic as defined by IBC Chapter ll: vertical dowels to match wall Joints (size and spacing). Lap 40 bar diameters • Concrete (IBC tables 1104.5.1 1 110453) except as otherwise shown. a. Periodic inspection or reinforcing steel. II. Lap all bars a minimum of 40 diameters except as otherwise shown. -�I krilb. Periodic impaction during the placing of reinforcing steel, 12. Provide bar positioners for all vertical reinforcing wit►-' hign lift grouting. • c. Periodic verification of the use of the required design mix. 13. Protect all masonry units stored at job site and erected from the elements. ( + CI 0 Masonry (IBC table 1104.4) 14. Grout cells and bond beams that contain reinforcing or embedded items. , a. During the construction of masonry walls ae required by IBC Section 1104.5. 15. All work shall conform to Section 2104 through Section 2104 of the international ;'J ,'' e11,r�i c66eQ Building Code. i a. During grouting of adhesive anchors and reinforcing bare, 1-111t1 '1-11T-1-11--150' - y' (ER-5193) or Simpson 'SET' (ER-5219). The special inspection snail comply with section 1104 of the code. 3. The special 1r•ispection requirements are equally applicable to prefabricated as DistitlAge 41 well ae bidder designed construction.• k 12'-0' 14'-0' ' 4. Any items falling to meet the project specifications shell be `*mediately brought The existing building is a single story rectangular structure 5(05 feet long by 140 wide 1 1 1 1 to the attention of the architect and structural engineer. with an approximate roof heighttof 21 feet. Tine roof ie wood framed and the exterior • .4_ ._--.--_-__-__-__.-__ _-__-___ __-__--_ -- __ate-______-__-_-_r:_yl _--- _ Areport we is are constructed of 6' i•ok concrete tilt-up panels. 5. The special inspector shall provide a copy of their to the owner, r ++ architect, structural engineer, contractor, and building officio! as each tent is ur seed renovation will require that new openings be cut into the east exterior ® " completed. p p I �� I wall panels and at the east end of the north exterior wall panels. STRUCTURAL. U581r'A1UNS The new openings In the north wall have little advearae seismic effect due to the long "' © I. Structural observations by the engineer of record or his representative shall be solid wall length i-iowever, the new openitels at the east wall substantially reduce the ' 0 required at the following approximate times during construction: buildings seismic shear capacity (north to south). For this reason, A new permanent • �t a. During CMU wall construction at grid 21. Interior CMU shear wall has been added appy eximateli 15 feet west of the east r_ b. During the steel opening reinforcing at the east and north walls. exterior wall. The new wall (grid 21) reduces t.h seism'', shear loads to the east wall - - -_ - -I-______-_--__-__-______--__-__-__-__-__-__ __ I 2. The contractor shall notify the engineer of record Four (4) calendar days in to an acceptable level as well as reduces the goof diaphragm sheers. That new wall r1 r_I advance of completion point requiring site observation, provides an increased building seismic capacity. 1 1 CQNCRETE - CAST IN PLACE The exteting east wall (with the new openings) has been reviewed for in-plane seismic I ,)I I shear and reinforced with tube steel For out of' plane forces. We- - 1 -__ I. Average concrete strength as determined by Job cast lab cured cyiinraers at 28 In-plane Seismic In-plane Seismic ----------------- --- - s- ( I- I days (plus incr'esase depending upon the plant's standard deviation as specified (Concrete) (CMU) Out-of-plane 16) -.; -�, In AC.:I 318) *hall be 3,000 psi for all uses..1 lir ` R 45 R 5.0 a p 100 I •-I 2. Minimum Mix Requirements, y' a. Slump: 2 to 4 inch**. Deviation from design slump +I%' to '-I'- Cs 0.168 Ce 0.151 P 2.50 : ; I 11 _ b. Air Entrainment: Per AGi at ail exterior slabs. ASO 0.1113 ass 0.106 F F 0201 • c. Admix: Water reducing admix (Pozzolith or equal) for all slabs. I I I e I v d. Aggregate to be crushed rock • e. Sand Equivalent to be void of' organic materials. I I I 3. Place and cure all concrete per ACI codes and standards. ------�;`__-__-__- __-__-__-__-;___-__-__-__-_--------;------- ---------- 4. All reinforcing steel for concrete to be grades 60 (grade 40 for ties) and shall I I I conform to 1$.C:. standards and ASTM A615. , _ 4_ __ __ _ + e 44 g . . j 1 - -I----- --------- I I- - - - - -- TS 6x4x 4 T6 bx4xV4 I • 1 ; , � i I PO :, t• I I Ilit , 1 IIr , r i I I I I I I CA ,:f I , 1 Jl WI W I UJI i ca 0 I1 TT"P ..' ::'-'''''.,, •• i 1 W ; •; I I I 4'-0' 4'-0' I I 4I a r ; 1 © T 9 '� 4 14 Cr7q:e • + N A � i• I, .______ _______ -(E) OPENING14 e ...L ein.. 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