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10751 SW 130TH AVENUE-1 F I II 1 • _...�. 2 L.r 3 SIMAINUM1011.WrITaNIMIOMOYMMOMMAIIIIIMIMIMM 4 5 r ---- Trleee gn drawings and the design. represented hereLy ore the r. INDEX TO DRA'NINCISexclDliacovwy ertyoCenters, I cChildren's • Reproduction or any use of • these drawings other thcn fo' ARCHITECTURAL the project intended without the express written consent c.' Children's Discovery Centers, AO.1 COVER inc. is prohib,ied Any unouthorizea use will be tub' ct to legal action s A1.1 SITE PLAN A2.0 LIFE SAFETY PLAN ,.i1 .) 4RC �[ 3315r .r A2.1 FLOOR PLAN • SCOTT T. STEELE *"4..,,, . . :., A2.2 FLOOR FINIvH PLAN ^ • 0 .ii : ,• . 11 • • i A2.3 RG,OF PLAN c3L�i e ' In . • -, . A2.4 LICENSING PLAN A ttn , . . .. . ..* . . . . . ..,1 BAD, OREGON A3.1 BUILDING SECTIONS �� • • 0,1,41„f A3.2 WALL SECTIONS • • • 11 PrAll WWI! `��. A4.1 EXTERIOR ELEVATIONS A5.1 INTERIOR ELEVATIONS 4 . a • i�t:�,. A5.2 ANTERIOR ELEVATIONS ' • 1111 A5.3 DOORS AND WINDOW+ A7.1 REFLECTED CEILING PLAN *. jolt, , A1.1 CABINET DETAILS ..� 6 , ,� � A9.1 EXTERIOR DETAILS (i) be CIVIL C cv W 'j Cl ., EXISTING CONDITIONS v o0 6,-1 d 01.1 EROSION CONTROL DETAILS 4 NOTES Cm) . C - S C1.2 SITE DIMENSION PLAN G�ql n ° 1 1 a " °-°5 C2.0 GRADING, PAVING, AND STORE"! PLAN a 83 • , 10751 S . W . 130TH AVENUE . �� * '� �I C2.1 STORM DETAILS a NOTES - ,6\1a�� ',�'\`� C2.2 STORM DETAILS (c)z(i C2.3 PAVING DETAILS i NOTES 0 47) g B I TIGARDC3.0 WATER AND SANITARY PLAN OREGONl B - ij C3.1 WATER DETAILS 4 NOTES `� fi • C3.2 SANITARY SEWER I WATER DETAILS CITY OF tIGARD Approved I 1: I • i Conditional! I i, 1011.114 V -I �- •• For only the Conditionally LANDSCAPE PERMIT NO. °it-.0 e3f•441 n - 1 ' (1) 1�- 8 ti I See Letter Io: Follow I d L1.1 : (1)o!ow I j: Att t LANDSCAPE PLAN Altaoh i �: . , .i, .lob Address: (Fr'ju1 t'3o ems, _ = _., R _U u) 8y----- - - Date: ¶h4L4 . .... . . _ STRUCTURAL .. Cir) C!r.0 § Ftr) • ......„._ aVICINITY _MAP-�- S STRUCTURAL. NOTES MATERLkL SYMBOLS LEGEND ABBREVIATIONS PR•JECT L. TEAM w, S1 FOUNDATION PLAN . .y ;I , r�l�.^'• mow. �.w AB. ANCHOR BOLT N/C NON-COMBU5Ti8LE •: hot � SECTION IDENTIFICATION NN=IISII�Ijll1111=1111=1111 EAIFTH FELL AFF. 4B0'✓E FINISH F' EVELO}�"EI! S2 ROS PLAN IIO=III_UIIIIII=111181111 FLOOR N.I.C.N(CNOT IN CONTRACT BUILDING SECTION ALUM. ALUMINUM No. NUMBER S3 STRUCTURAL DETAILS SHEET NUMBER N.T.5. NOT TO SCALE i-iULSEY DEVELOPMENT COMPANY • ;oF` (6.,].,71-:, GRAVEL FILL. BD. BOARD S4 gTRIJGTt,iRAL DETAILSBLCCG. BUILDING or.. ON CENTER MICHAEL R WULSEY Lu m -- --- SEC I IDI; IDENTIFICATION o .�"i O1D. OVERFLOW DRAIN P.O. BOX 8600 • MECHANICAL WALL SECTION OFC.(. OWNER FURNISHED / 13L`� 111.------ SHEET NUMBER ° `' CONCRETE C.F'�,I. C'�NTR FURNISHED ; m I O1LNER INSTALLED CONTR INSTALLED .rLl-� F� II TEL: 541) 385-9185 O8 �1AP0.1 LEGEND - MEC4•�ANiG t CLC. CEILING aF17.1. OWNER FURNISHED 5 S ' Ad N - - DETAIL IDENTIFICATION L - BAND OR GIROLiT t CI.R CLEAR M2.1 FLOOR PLAN - HVAC Ou,NER INSTALLED .. C DETAIL �]'� �J' 7� c11U. CONC. MASONRY UNIT OPG. OPENING PROJECT ►4R�-IiTECT M3.1 DETAILS AND 5GI-IEDULEB - NvAC Q -- - SHEET NUMBER/%./i��/,/i��/1 BRICK OR STONE cow:. coNCRETE oPP. OPPOSITE ' LOCATION C 2 i CONT. CONTINUOUS STEELE ASSOCIATES ARCHITECTS, LLC PLUMBING ,.�. • 1 CONTR CONTRACTOR GVHD. OVERHEAD LL _----- VIEW IDENTIFICATION I I �n DONALD W. TOh1PO8, PROJECT ARCHITECT �, I I 1 ` CMU DIA DIAMETER PL. PLATE Q�D "IP2. FLOOR PLAN - OW1�fal:.k�MEIINC�- ELEVATION IDENTIFICATION 600 SW COLUMBIA - SUITE 3000 D MA B INTERIOR ELEVATIONS DIM. DIMENSION PT. POINT 0 f-- ri) -$�2.2 FLOOR PLAN - WATER INC, .0 -- ------ .SHEET NUMBER ,',/7//Z/ STEEL DN. DOILN R RISER BEND, OREGON 91102I TEL: (54U 382-9861 AND LU C X3.1 DETAILS 8CI-IED4�LE$ _ f'L�i� -Mr _ DWG. DRAWING RAD. RADIUS FAX: (541) 385-8816 RD. ROOF DRAIN CO 12 • (Th KEYNOTE �� ------'� FINISH WOOD MEMBER E.�. EACH C!1 STRUCTURAL ELECTRICAL cn L__I 5EE LEGEND ELEV. ELEVATION REINFORCEMENT � �"- EQ EQUAL g- -- HARL;WARE SET ---7--7-___,..--_::::-__.: WOOD FRAMING MEMBER EXP. EXPANSION I�f� REQUIREMENT �ROELICH CONSULTING ENGINEERS 1 EOTRIC+�. 8Y1"1P�0�$ - -E11- _-v f1E-PLAN - ELECTRICAL- m - DCOR TYPE E.IF.S. EXTERIOR INSULATION SECT. SECTION 1183 N.W. WALL, SUITE CCa n: DOOR TAG --_ AND FINISH 5Y5''E'1 SF. STORE FRONT - WOOD BLOCKING BEND, OREGON 91101 E4: FLOOR-PLAN • LIGI4TIN ,�„� `" SEE DOOR T"PFS, 5I!A5.3 SHTH'G. SHEATHING -- DOOR NUMBER FD. FLOOR DRAIN TEL: (54U 383-1828 .4.____ FLOOR PLAN - POII�'R - Cr)0 J ,[�C C�� • BATT BLANKET, OR FF. FIRE EXTINGUISHER SHT• SHEET' PROJECT DESCRIPTION FAX (541) 383-1696 � ? ?S? ? , 2 SIM. SIMILAR `E»4.1 PANEL 3CNEDULE 4 ONE LINE DIAGRAMBLOWN-IN INSULATION FIN. ;NIISH ---�•�� . -3 0 WlNDOUJ TAG FLR LOOR SPEC. SPECIFICATION MECHANIcAUELECTRIcAL ENGINEER ' ER SEE WINDOW TYPES, DIiA5 3L.---- ---t ' RIGID IN3ULATIUN FLA:',H. FLASHINGSQ. SQUARE •1 EJECTION SC.4�lEpUti 3• �,/.'+`_`•` STD. STANDARD be F.O.B. FACE OF BRICK PROPOSED USE FOR TI-416 SITE IS A I?36B S.F. DAYCARE INTES�ACE ENGINEERING FDF. FACE OF FOUNKKATION STL. STEEL FACILITY WITH AN ADDITIONAL 13,600 S.F. OUTDOOR PLAY i REVISION TAG SIR_ STRUCTURAL AREA. 200 NAWIHOF"ddE AVE, SUITE 8-210 , i [ j PLYWOOD FA,S. FACE OF STUD SALEM, OREGON 91301 dTEL. TELEPHONE TEL: (503) 364-5354 PLAN ANALYSIS a - ROOM NAME FT. FOOT/ FEET HE DAYCARE FACILITY IS CLASSIFIED AS AN E-3 J08 NO U - _�� ROC)M IDET�ITIFIC:ATIOP! [._-__77_-_-==.-1:i GYPSUM �cA�; T . TOP OF OCCUPANCY AND PAS THE POTENTIAL TO BE REMODELED FAX: (503) 364 5434 "-'"'� 9f3316-Q4 "' ROOM FINISH KEY CsA GAUGE TAB. TOP OFBLOCK AS OtiCE'S WITH A !9 OCCUPANCY, bnrC • ELL- -f - GAL v. GALVANIZED JULY 14, 1999 T.O.C. TOP OF CURB 1 GLASS G.I. GALVANIZED IRON T�UP. TOP OF PLATECIT. ENGINEER OCCUPANCY CLASSIFICATION E3 J THE BUILDING HA3 ONE FLOOR, A I•-1EIGHT OF IBRP/JJS DWT/°JTS o GYP. GYPSUM APPROXIMATELY 14'-2" AND CONSTRUCTION TYPE OF V-N. WA RENGINEERING °N' o�t� TAlt1. TOP OF WAIL rn aE. CERAMIC TILE B. NOSE BIB TY(°. TYPICAL PRE-MANUFACTURED OUTDOOR PLAY .AREAS WILL CONTAIN VARIOUS iQNE TYPE OF CONSTRUCTION : V'-N ul PLAYGROUND EQUIPMENT. 5122 OLYMPIC DR NW., SUITE B204 (Prof Iles onlyi H.M. HOLLOW METAL t o UNP. UNLESS NOTED GIG HARBOR, WASHINGTON 98335 • NP. HIG44 POINT T1•-IE DAYCARE WILL OPERATE FROM 6:00 A.M. TO 6-00 BUILDING AREA i�,3Fj$ SF. '' I I-1Tl 1111111 ACOUSTICAL TILE HR- HOUR OTHERWISE P.M., WITH DELIVERIES OC aURI'ilNG ABOUT TWICE A WEEK, TEL: (253) 858-8511 USUALLY IN THE AFTERNOON. FAX: (253) 858-8519 a W/ WITH NUMBER OF STORIES : I cp ID. INSIDE DIA, W/O WITHOUT INSUL, INSULATION WE ESTIMATE ONE HALF OF THE CHILDREN WILL BE LANDSCAPE DESIGNER 131 P 1999-00354IN THE AFTERNOON. UV. WOOD W.P. WATERPROOF GENERATE APPROXIMATELY FIFTY TRIPS IN THE MORNING CREATIVE BUILDING IS FULLY $PRINKLERED. 4 a MI C I'►99-00343 TRANSPORTED BY gCHUOI. BUSES. THE OTHER HALF WILL. 1909-00059 JT. JOINT t'Lt: 199')-()06WR WATF-R RESISTANT AND FIFTY TRIP'S CREA i� LANDSCAPE SOLUTIONS'' F►UP 2000 00014 MAX. MAXIMUM W7. WEIGHT SHEET NO. SIT 1293 NW. WALL 9T., "1512 ` 13UP 2000-0008 I MECH. MECHANICAL THE ESTIMATED CONSTRUCTION TIME WOULD BE • BEND, OREGON 91101 0 I'LM 11 9'1 UU�t,h M t. METAL APPROXIMATELY 120 DAYS. TEL: .= I n751 >'►�' 130111 nV l.Nt l I-, VA0.1 t' MANUFACTURER (541) 3i2-1680 E. 111 i I of 35 MIN MINIMUM FAX 15211312-2690 '�------ ...r�- ,A "- --.- 4..........r or SHEETS • �L BUILDING PERMIT SET - JULY 14' 19 I If this notice :tl►pe;lr5 clearrr than Cie JUN 0 2 2000 - " ' . dOcumt•nt, the tlocuntl•of is of in it sinal t u:t111 (Illi 1't)11I111CCI ,, !::.i.: 1. ! 1'{ ! 'I I ' ! ! i! i ! 11 11! I ki I li y I. i III 11) _,-e II III I1 , Ili( III!111;111T, ii11 ! Ill fr li I 4 iilil Il MADEINifx11NA I i j I'f H 1 til I I'i I I •I I'(I� t Iii ilii:ii'il,illl Ijili(ilik1 I iiiiiiiplilili I (I(II1(I(lii I(ilt II •. • - 't.' IT 11 I III i IIII l.1 111 II( ii'!ii I• iII ,I 11f t3 �� 1 !1 -I IT I---,--IV, ICI. ,n....111...: I -- L7 C� ll • II ;i.=!.• ' :'i,,'` ' I I Illi Ii1 IIn h1i (iii Il,II1 {1ni I viii 1, ' 1 ii tIII1l 11 111 1 i:'t' ' ,"t 11!111 } (` I Ini nll + Ifllins I In Ii11n1 11ii1 II In , rtiw « .F' 111111111 II 1!,111„! 1!111 1.1„1111111111 1111!,. 11111,1,! IIII.,,IliiiOiIlii....illlii,.,I...,i1,,..IiOui. llil wi it iinl.isihh i ,IIIIntlii,il.,111 t11.,I.., lmnntliiiiiilii i,I;II111,• ,,ill,n:'1:''11) !::11,11{,, 111111111 1,1111 i Iliilisl n111. 1 , { • 1 , , I ., . • r • , p... 1 2 4 • _ _ _ --• -._. a...,, ��.. T1 ese drowinys and the design KEYNOTES represented hereby are the , exclusiv�i property of Chlldrsn's Dlscov�lry Crntsrs, In,c, Reproduction �r any use of . .,--' . - thesr. drawings other than for 0I CONCRETE WALK - PROVIDE CONTROL JOINTS AS the project intended without i INDICATED EXPANSION JOINTS AS REQthe express written consent of Children's Discovery Centers, CONCRETE ETE CURB RAMPunauthInc. is prohibited. Any II be eub ec�rto e•alizedeoc'tion - CONCRETE CURB �� l� '-- - ® LANDSCAPED AREA - SEE LANDSCAPE PLAN ► ,�,� ("Si?,' 3315 _, ' -- ,_...--- _- (i) 411 WIDE STRIPING '�� TT T. TEELE �' ilt © 1- )ED PARKING SIGN SEE A3/49.1 SCO A % Q HANDICAPPED PARKING SIGN - VAN ACCESSIBLE• - SEE 53/45.1 ' 54,‘°- . P�C� _• �� LIGHT POLE - SEE ELECTRICAL A • tf, a v�.- � BE 0, OREGON ,cc?' �, g0 (E) 81GNAL I L?1 MONUMENT SIGN - SEE G5/44.! ``� ` SOX (EJ FIRE I 11_�J WOOD FENCE - PERIMETER 6' HIGH - SEE B2/49.1 ` OF O Cj � HYDRANT Y, �,. ©�� ,, r, "� ' !I PRE: CAST WHEEL STOP PLACE LEADING EDGE 24" OUT GN FROM CURS, TYPICAL N rJ (E/ UNDERGROUND _ /--(E) GURB ! O CJ. Q(E) VAULT �''r _ „ . / IRAms Q PLAYGROUND EQUIPMENT WITH FALL AREA DAS-IED g CE) STORM �� 1 SCREENED MErIIANICAL UNITS DRAAAND (E) MI 1 MANHOLE - -�/' • �. tE7IG ' �,1. • LIGHT I Z . CA 8 i ) § (E) UNDEt�aRo hoc _ 1 ----�- • 6 �\ VAULT o :_ r SATE DATA g ..- ___- 11 0 p �, —• , _ - .- ------ ,-' Q ---- - �5 5 CO "- �,�5 �YF' � r- _ RELOCATE (E1 ZONE. �.0 _-_•_--_-\----\--.. 2 I : CITY SIGN SITE AREA 54,4E . `?...--------7777:-__ ` , TYF� © -�- 1 q' • `rte! BUILDING AREA. 12,368 SF. Clit) .- \ , \ ` ,1 (3) 9 - • SITE COVERAGE- 23% r SPACES • - _ - • -- ,_- .,,„ _-- \ ` �/ ' 2� cn ,.._ - .. , 10" �:� LANDSCAPE AREA: 24,131 S.F. 0 1 . - - - ► W LANDSCAPE COVERAGE: 44% P — \- - -4 A `� 1 9 `, ! OUTDOOR PLAYGROUND: 15,261 SF iii). . \ • F.N. \ -- jr a® -, I STD. PARKING REQUIRE >: 28 SPACES 3 - •I STD. PARKING PROVIDED: 30 SPACES 0 (� -_____-- HC PARKING- REQUIREC: 2 SPACES B _-J r- EXISTING r. i9' ® 'Y" - N.C. PARKING PROVIDED: 2 SPACES 1 TREE TO RE REMOVED, / • = ..., :� ! _ 3 TOTAL PARKING REQUIRED: 30 SPACES 0 ;....Cni 2C0 ONLY IF / 4p I r`I04 I i TO-AL PARKING PROVIDED: 32 SPACES REQUIRED J 54' + ! L - F F ; (5J 9' SPACES . 45' �-9 �, 9 �, 1 ---- 9' SPACES s - i SETBACKS: OR GRADING , ., + • FRONT Y 2p' W • �� i yi .� . t_-.1 1 1 k_f.ThiTYP. f 3?.�' SIDE 10' (1F- �. REAR 0 r. • j 2®' TRAIN 1 11 01 8 ~� ROW ._--, • • { I ENCLOSURE j © I ;�� P. n 9 i SEE G4 / 49.1 _..- i a 110 411111)Ilk (,) • �� CI F) X Sig BICYCLE x• -- t PARKING _ I I RACK (Ti) f�" x— x --� Q .... �. 4 x ____x —x.. _---x --x I a �, I i , oi _ ® L-_____ LEGEND A iij ENTRY -- - RELOG..7E >< L______ r / (E.) CITY 1l . 1 ! SIGN ! 6illii I �C __� ® --GAS -- GAS LINE hilh • ---,s__ X31 ___------'-':313"....-0-,-„_:1D — .. _ —WA 8" WATER L. `1r• ( t5 I �--- n -- j - SS 8" SANITARY SEWER TO SITE X _-__-_�.�_ i l K 1 Q -- -IIpHW • - - OVERHEAD WIRE '_ EXISTING CONTOURS I C �' CO. in C • S / _ . _ .: _ - ( • • LIGHT POLE WITH DOUBLE IxTURE sss� _ 3c § . ' KNOWLEDGE — K 1 RI „ m I BEGINNINGS • l IJ l ciii c� EXISTING FIRE HYDRANT 12,368 S.F. _ co R —1 - 16 I isl FIRE �IYDRANT O Z C . l,...0 . 1 Lei L , , >< • y./m LU-__1 1-- fa I • . . . • al t. In 13 ;l. - _ r) 4 �rfANHOLE3: Ciii . • ARY n 1 1 ii ]/________.z.f._________ __ � • L ®A*N GENERAL NOTES o I ...... • % 5 L`--I 7 I Cr,s 3'-4” HIGH I , — _. � ' _.. 1 /:, RETAINING - WALL K i I 7 ` „s __- - PLA 'GROUND I d No I ,..„/ I 38316.04 e A IT JULY 14, 1999 1 ' ,n -cn i - c --- --_. 7A I L'RP/NJS DUST/D Eg • • D ' ! WALL W! 6' ----- I -'I B5 ©it)i HIGH MASONRY" - k I D 49.1 SCREEN WALL J • ABOVE — SEE [� STRUCT. J .r-.T, 4 \ ') ) )... 1-- , - - -1...7"r* ) ,) ) / / / 4___ i U P 1999-00354 -- �• 'r J7 • - It `:y MEC 1999-00343 r_ SIT 1999-0005926'-3" 2fd'-8" 510-FILTRATION - --- —.- ,� I sF,Ef.T vv SITE PLAN - T�P ITL(: 1999-UU698 3WALE - SEE •'' BIJP 2000-00014 i 1i CIVIL "' f311P 2000-00081 < N > ---- -�-- -- 4 1'I.M 10'J`I-U1116u SCALE 1"' - 20°-0" - - _---- --- - , sc h 4i '. 10751 SW 130111 AVENUE \/ c I'n 2 of 35 ':_ -.=.................. �.... . -_-..moo or SHt E TS 1 2 3 z) .��.� asp .. w_.�� IZ.,...�. _____..�. .,0•11,.. 1 --- - - = BUILDING PERMIT SET - JULY 14t 19q9 J If (his notice appears clearer than the JUN 0 2 2000 dOcuntent, the document is of margined quality• 1111 C'I'O1111111'(I rc. • `�•, I �� I II 1 1 1 1 1 1 ( 1 1 j 1 I II1,, liII II , , II i i 11 i Iii li 111. 11 ± ! I i i; i 1 iil ; ; IIIIIifiIl ' 1111"Iii111 ! i {i ' ;• $,' , I 1111111 it I ( ! ► ! ( i��IlI1►I1 III+IIc1i11111 i1 ill, i� �i; Ili(I{ �I( i�lii(Illli ! 11 i . 11f � l =I ( � II ( �r i . =I �r.►. l i0:', ..,,,9 k � 1 ' + INCH (1111ApE IN CHINA �U _ •i ,4 t e''i II r —1 -� 1, Ir r• 1 �- I f L i�—�---,- i1 if 1<: iTis '!� y g�Ikiy ' ti I'I�,r II 11 1 1111 111 i I III ii{ ri t i I 1 11 ( 1. . .•..1 , , , , , I IiII1InillII11I11111 111,111111 111111E1111.III111, .IIIIl11,1 11111.,,1 I, .l111111i!•11111,111,1.,111:11) 11111111111,1milli1:Hilli10111lflliliil! 1111111111!! 111!! I 111111!! t 111 11= 11111 nl 1 1 11 1 111 11111 111 • 111 1 111 r ''' „' , n I I 1 1,It Itl! I Iiil li�l 111111 ,,1illl1�11,,, I,I�L11J,11�1,....111 11111,1 111111I,11111111111l11t. rr+ a • - s. • • • 1 • r•J • . 144.4•14.146.•4804.4•44.40m4.444444, AIM liMINIMISIAION �----- — bIII '°— ---- --■- These drawings and the design BUILDING CODE REVIEW SUMMARY exrcluswe peop hey of ore the ten's Discovery Centers, Inc. Reproduction or any use of trrhn e:ae rodrawingsect other thanwitout for j BUILDI CODE 1998 STATE OF OREGON STRUCTURAL SPECIALTY CODE tr C express wr,tten con sant of • BASED ON THE U.S.C., 1997 EDITION ChAdranp 'e Discoveryintended Centersh . inc. s prohibited Any unauthorized use will be MECHANICAL CODE : 1996 STATE OF OREGON MECHANICAL SPECIALTY CODE �ct to leyaL action. (1994 U.M.C. WITH AMENDMENTS) subc �" PLUMBING CODE 96 19STATE OF OREGON PLUMBING SPECIALTY CODE '`l 1? 3315 (1994 U.P.C. WITH AMENDMENTS) 4..C- SCOTT T. STIELE r- _ d __- .... _. A ! _ ___ _-__ ,r��r,-_- OTHER !99th STATE OF OREGON UNIFORM FIRE CODE (l'�94 UF.G. / 1 WITH AMENDMENTS) , NJ'-PA 101 a MI(/ • NATIONAL ELECTRIC CODE, 1996 EDITION A rf ' 1..... -- t �� BE U, OREGON•••••••0010- BUILDING AREA FIRST FLOOR 12,368 SF l4, OF O v1 II OCCUPANCY CLASSIFICATION : E - DIVISION 3 ; DAYCARE, PER SECTION 305.1 TLT. ! � o !,' CLASSROOM I OCCUPANCY SEPARATION NONE REQUIRED - ONE:-HSR FIRERE";15TiVE �' 138 SF / 20 - I (PER SECTION 302.1) OCCUPANCY SEPARATION PROVIDED BETWEEN 31 OCCUPANTS LAUNDRY ANL: INFANTS / NURSERY BY CHOICE 1. CLASSROOM - CONSTRUCTION .§ EXTERIOR EXIT TYPE TYPE vt,l. PER SECTION 606 125 SF / 20 TLT. DOOR - 3?" NET III 36 OCCUPANTS WIDTH, TYP. I FIRE RE3ISTAN:EAR:TING EXTERIOR WALLS NON-RATED AT IO FT. OR OF BUILDING EMETS (3EAR!NG OR NON-Sr .) GREATER TO PROP. LINE '' i I (PER T4BLES �0 41 OPENINGS NON-PROTECTED AT 10 FT. 0 C� I OR GREATER I TO PROP. LINE --- - -- 111• I ,--�-_.__ii; r- MECH. 44.111111/ct .11 C------r ...-- STRUCTURAL BEARING WALLS : NONE REQUIRED �. CLS. • TLT. STRUCTURAL FRAME • NONE REQUIRED W =NMI �� ' ' • TLT. MECH. PERMANENT PARTITIONS : NONE REQUIRED p Poi m (111) FLOOR CEILINGS : NONE REQUIRED• TLT' �. FLOORS It • • • • e • • • • • • • o • • • • • • • • • • • • w • • e I • • • • •L 1 i •• HAL ' •• EXTERIOR EXIT ROOFS 4 ROOF CEILINGS NONE REQUIRED "_ • DOOR - 32" NET • 0 • CLASSRO{,�M • _� • I ,1 WIDTH, TYP. ALLOWABLE FLOOR AREA : BASIC ALLOWABLE FLOOR AREA 138 SF / ?? • r - - IN(FOR IBUIT DINGS ONE STORY PER TABLE 5-5 S r- 31 OCCUP NTS TLT. • 9,100 ,.F. tip ALLOWABLE INCREASE FOR E • • SEPARATION ON ALL SIDES • 9,100 S.F. <44 "- I (PER SECTION 505.13) Cr) R • Bj • l� 1 • , � 11 � ALLOWABLE INCREASE FOR B • , Ci.ASSROOM AUTOMATIC SPRINKLER SYSTEM : . 18200 SF. -• • 133 SF / 20 = ( • TLT. • 31 OCCUPANTS (PER SECTION 505.3) -~`�� • .:. II J • ( TOTAL ALLOWABLE FLOOR AREA Or-- • _. 36 400 SF. 11 ..__--A CLOS I • I WIT1 INCREASES • (IF SUBDIVIDED PER SECTION Ll. • CLOS. 3042.4.1, EXCEPTION 2) F� 0 MECH. TLT. TLT. CLOS. b - \ f W ,,. CLOS. • �► • AUTOMATIC • FIRE- EXCEPTION 2 OF SECTI.'• -v42,4•1 MAY BE UTILIZED F— I HALL EXTINGUIS:-LING SYSTEMS : SINCE TOTAL BUILDING - • • 1111' O L A"IS LESS THAN ALLOWED ' AREA OF 20,00 :r. FOR SUBDIVIDED (1) = § N __. .,, HALL -�� (PER SECTI®N 9®42) FLOOR �O • • CLASSROOM CLASSROOM c • :-;GMPARMENTS - Al OM IC -FIRE-EXTINGUISHING (I) 989 SF / 20 = (o1O 5F / 20 ■ • SYSTEM PROVIDED BY CH ICE CLASSROOMe— • 49 OCCUPANTS 31 OCCUPANTS 1 • �Ilr d Cr t 323 `3F / 20 MGM+ • J • MIN. EGRESS REQUIREMENTS OCCUPANT OCCUPANT LOAD tl I(a OCGUFANTS (PER TABLE 10-A) USE LOAD REQ'S. MIN. TWO • • d . EXTERIOR EXIT t '' • �y i • FACTOR MEANS OF EGRESS • ' ASSEMBLY AREA, DOORS - 32" NET s �, CLOS. ,�/ / I • r- o • W!JTH, TYP. 4..4. ,-.7.---a----H1 • illik 1111 CONCENTRATED USE '1 50 •, �/ • CLASSROOM I �� ASSEMBLY AREA, CLASSROOM Ise. TLT. • 142 SF / 20 = LES -CO CENTTRATED USE IS , � L• �� 50ilk.' V 313 SF / .O 3. • •.-...,--. p 31 OCCUPANTS 16 OCCUPANTS �j CLASSROOM 20 SO • PLATFORM �► a • 99 ` IS •• NURSERY 35 1 LA.; ---aLD te��r-- • ` OGGUP 9 • • I - i • • MIN. EGRESS WIDTH _ OCCUPANT LOAD x .2' (PER TABLE IO B) z • ATIC PLAY ( • CO • STORY AREA f • MAXIMUM DEAD END IN 20 FT. (PER 100421 ) • ALLWAY OR CORRIDOR . N ' CLASSROOM 204 SF / • 1 11 ..._ 438 SF / 20 • �I 29 OCCUPANTS •1 • :; cio a . C EI 21 OCCUPANTS • -.. - - - - - -_ _.._.._ .._._.�_� • "' r"—� .-- � J MINIMUM CLEAR WIDTH • 44'' (PER 1004332) - 36" FOR HALLWAYS SERVING AN OCCUPANT LOAD OF LESS THAN 50 C • .LAJ TLT. Z TLT. CLOS. MECH. MAXIMUM TRAVEL DISTANCE: 250 FT. - MAY BE INCREASED UP TO AN ADDITIONAL 2• u� 1 • }-�A�-L, ��-, (PER SECTION 100425.22) 100 FT. (PER SECTION 1004.2.5.2.3) IF INCREASE TAKEN `'' 1. .._. ...I l .-- L,_,-.....___-__:_._-__:-..:.-,.:: - 1.=----= • J IS WITHIN A CORRIDOR u r r r _.__. Z.:1 • 3 J c:, ... _ ._.. _ I MINIMUM I c z • L., cr 1 f Il DOOR W CTH 36" / 32' N.T CLEAR (PER 10033.13)/n J • 1 �IAN. I 1----- Lu , TLT. ul w ! T' • MINIMUM DOOR HEIGHT: 6'-8" (PER 10033.I3) • �- L.,.., ICO @ I �on1t•r _ - ---- • MAXIMUM DOOR WIDTH: 4 " (PER3 8 100�3.1.4J oNE HouR FIRE-RESIsTI KITCHENW Ll.l rn j%/'.�I� OCCUPANCY S,_PARATI : , Cr t� �, *Nolo,'13 , ONE-HOUR RATED TLT. • -- `� 4 OM JR 1,1'2.'2/2 ' i DOOR ASSEMBLY • LIU ry RAT., �.:;i rn CEILING --- �"; / j/�� • C CLASSROOM �,,,� 11.1 W c % % '1; ' • 551 SF / 20 • ru r NURSERY . PANTRY ?s OCCUPANT 5 31: ,� N I 545 SF / 35 = • LEGEND k I6 OCCUPANTS • • a 1aTWO EX!Ts REQ'D. RECEPTION • . • iI • • • • • • • EXIT ACCESS / PATH OF EGRESS TRAVEL • G Veiffiti+ •---- MECH. • • Cn2 D • C) �---- , ,,, _, • BREAK �1° l ONE-HOUR FIRE-RATED WALL CONSTRUCTION t� • ._.J SOB N0. a II ROOM F777:--i ONE-HOUR FIRE-RATED CEILING CONSTRUCTION 98316.04 l 1 (A OFFICE ' FOVER Y 14 ! -.. _........_.._ _._ JUL 999 • , _ DIiAwN BY CHECKED '\ 1 " - ti :.. RECESSED FIRE EXTINGUIS:aFR CABINET WITH 1 3-A:40-5CC EXTINGUIS+-JER BRPIJJS DWT'ST;,� O R �� I N S-_.._---�.�.DATE A TES �., D � ' EXTERIOR EXIT DOOR - 32" NET WIDTH, TYP. U 10,..., ul al 1 01 rif-Ji ....._. • C1 A 111113 1999-00354 an MEC 1999-00343 �I'1 1999-00059 UFESAFETY PLAN FLOOR AREA • 12,141 5F. • c' I I,L 1999-UOti91i < NI> \ NO> � SHEET N!; cu I Il 1132000-0001 a SCALE 1/9°' 1'-0" CO cu UUl1P 2000-O(H)S l �� -'/ x kbor p CT �/ ate0 . ' I'I.M 199 , �I-(►Il2fifl A2 PLAN TRUE • -ie 10751 SW 13(1111 AVIiNIII, NORTH NORTH ■ 1'Ci 3 of 35 4.,4141411.14•1111•144=14 . 444/1•111MIIIMUNNIMMI=M1101•144/1444.4 9 SHEETS • BUILDING PERMIT SET - JULY 141999 , iii 4.1 '1.1!!11174111"1"1"4",111111.1 - If this notice appears clearer II III the JUN Q. _2 2000 1 • r. I • dQctintcnl, the document is of marginal quali3'. Illlll'11lIII11C(1 II t, Il flflllri1I�111 IIID III1I1I I1 Ly 1 I I I11 III i I I iililli I ; 11 I I r I'1, I i i• I i i II1 • I . ' I lit III , 1II ; I 'I 'I'I � { ' I „I111►is1111111111ii1iIIY1111111I (IIII. IrIIIII it '. III I ! I I 7 INt;N ��IAAOE IN t�11NA 1 I _� W_ , f { 11 -11 .z iI1111111111iillli1111 111 I11ii1111111111) 11 111111111111111 111111 iiirii 11 I it 1'I i 11111 11'liil 1'~'11'1 Iii '1 I., r I. .: 1. . .. , , ir ,. 10 . 1. i 11 .11!11,,, ..11111..I,IIfi►•..I,I.i.i1! 1 n,.Wili !r10 ,1iIlilli!ill,�,I!,!ifli,I!,i11ishifi1lii1111Niunlit11 irli 1. 11111:1111 1, :,11 IIN iiltll11ti1i1f,111�1111,11„ f 11111 tit 11111 .. 1 1.1{1111 lit�,:1(l{ 1'11,1 1,II1.r••�Itr Ell 1 1r.. Irrlrl (IITr11t1 111 111 I r 11ii� ,�a1NNM4 ' • • • '( I • o • • • _ ,..� ' ._ F • , • — 1 �� These drawings and the design represented hereby are the p KEYNOTES exclus ,e properly of ChNdren'p Discovery Centers,, Ina Reproduction or any use of nai 12"x12" WALL MOUNTED STORAGE CURRIES -. REE PLAN FOR QUANTITY these drawings other than for • ----._-_ _____--__ -----_-_-_ ilw'-m" -----� AND GONF!GURATiON 5EE A3/AS.I FC>R TYPICAL ELEVATION. the project Interittnded sentwithout 30'-4" 41'-0" Ib'-0" 28'-8" ^ tnChtldren'ssDiscowry Centers. f Ss1F1=TY GLA55 P41EfITIONS ,� - , - 5EE D '/:,52 FOR DETAILS Inc. is prohibited. Any �'-8" 8'„®” 8'-0" b'-8" 33'-8" „ 4" 12'_3" 3'-9" 8'-0" 12'-8" 8'-0" 5'-0" 5'-0" unauthorized use *di be `. - -_---____---_---___ - - ,f --__�- -----.-_ -/ / ,� - -- - ,� --- iei, - ,k - - - � \J BULLETIN BOARDS CLARIDGE PRODUCTS AND EQUIPMENT, INC. 501-143-2200 subject to logal action 12 -6 8 -(TJ el_01151-2"-,/ SERIES 9000 NATURAL CORK BOARDS WITH SATIN-FIN151-1 ALUMINUM FRAMES. J - - - -- --- - �` 4'H X 1;'L "9594 1 f{ 3315 4'H X 6'L "9604 �� D2 A3 A 4'H X 8'L "962A " SCOTT 1. TEELE '�' • a3 2 A3.I - --- '_ _ l PI ( IO-_ _. _._. j MOUNT BOARDS WITH BOTTOM OF FRAME AT 4'-6" AFF. 541‘)-3 1, T , -� __-__�J I [4] CHANGING TABLE - SEE 4I,A51 A '.4, ... .1. .i. • e 1 0 1 '• BE D, OREGON ^ " 0 i0 {�QF! - v L, 30" WALL CABINET ABOVE AND PAPER TOWEL DISPENSER - SEE 45.1 9 in '� ah 1 e I - ` o�. , -104- Ilk _ { I �__ J--_._-« I vANITI , NEIGHT AS INDICATED -- SEE A5/A5.1 FOR DETAILS OF A a 4'x�' J TLT, '16 _ r. V W G D qi 1 (-1) ACCESSIBLE VANITY, HEIG►-iT AS INDICATED - SEE 4/.45 1 FOR DE'Ti ILS I Ge acct 20 5'-0" 5'-0" I - -- a1Q1E31rf l �� I ' l I l 2x10 p 9 Q .Q (8_I PREP T BLE - 5EE A2;A5.iII CNI c:0 g ,t . - - le (A 4'x5'�" "i N tTilk 1 .� _ - GOtNCRFTE slpE{iIALK \ J „ i� r7.. r= 5E GENERAL NbTE 2 - I TSR E5 / FQURS (;) i_. 'I 1'- ni ,.LOS, �- - `t I I V W G Dj�i T�T _ -J 1 _ _ •? � V A • T'- ''4---- L _I G�- REFRiGEl�,4fOR ON COUNTER SEE A2/A5.1 - [YL�T 7 ----__ , '1L? 4X5 © 8 0 Z Capacity 20 FIQT3TE I s1 !i® 10 �� Q ?' 5'-4t, b+-8 8 _ -m' 5 -2" 1 �a� Iia" WIRE SHED 60" 8 .34 S ill ---- --6 3 s 2- ♦ ♦ . r n; 11 (5) 16" SHELVES (12" WHERE NOTED) - C -.� TLT, � �� .. SEE3/A5.1 (DELETE TOP i . ,. A 2'-____6'.i,40 `'") _ _ SHELF AT CL 06E711 WITH 8 FT- CEILINGS) r _ -1R_'� �QT` �LL� 6 o e ill A Ali A �N �_ tilbOP ►�` l I (1� NI/LG DRINK FOUNTAINS -SEE 85/45.1 Vcci:.; r c� ♦ _bi 1. AT �1 ; x5 I� - ii�2x5 7 ° N.0 0 }�- muir �+ - 13 NANDWASH SINK W/ P4PER TOWEL DISPENSER ^�30'/E w 1 :4 _ _ all r r� 4 _m++ - T T �1A: i © ° dE► - �p >r- , NA L ' C.-L..QPR QBE 8� !� � C.:� -_ m ' 14 G.E. RESIDENTIAL RANGE W/ VENTED NOCL� - SEE D2/45.1 A (ii) . © V Mk A 8 �L�A 8] �A5 '® Iiii, Tt��A D 8 I • •Itl+iii 6 V C ? et (�'�1,1 � ` - 4 - Q REFRIGERATOR/FREEZER - SEE SPECIFICATIONS ! ! '1 --- _ _. r 1'-2"2 6'•6" 6'- - 13'-0" b -6" 8'-''' 6'-8 a -itt 41j ---'•- I - I ' ; F.E.C. 43 I --- - 0 I� I6"W METRO STAINLESS STEEL SHELVING - SEE D2/A5.1 . ;111 Tri r -- —_= - - ____=- r ■ 0 1 �6 C� J i W o 2 J I v w G1C a L14'X5' �' R� CLI) 1.3� 13 pTLT. "`� �t ) r 111 - ^_- ■ I 1 -T U 13) © 4 y.5 I ■ I _ CLOS. 11 12 W METRO STAINLEs3 STEEL SHELVING - SEE D2/A5.1 SIM. 3a,N TYP, ■ Crpacity 20 yl • t�2� 4'X5' _ 1 1 2x5 �S1Tal1~I87 I- A) 6� --- - .- - ---- r ('4 ■ m •�_____, ,- ml ■ 18 W454-IING MACHINE t GAS DRIER - SEE SPECS■ i�Ij� Rn A3l``'1 �C ) TLT• _ Al I + .stl�► , U ao = - ■ ,x10 11 ololt—lei- ''� i 1 • B 1 0 - �, 5 ®FI, �i ;' _ /� _ p , �9 42" HIGH 2x4 STUD WALL W/ WOOD GAP AND TRIM TO MATCH CASING AT • - \__� O 4'X5' T r-P. P 0 o I �, { ' 1 tr. '11' • 1 3°"L.._ I/.IL- , _ I - VIEW WINDOW - SFE DETAIL C4/A53 -J t- Lc = I �,� y! A p q' u, i , I 1 = in' M ' 48" HIGH VINYL CLAD CHAIN LINK FENCE W/ 3'-0" GATE _ ITT ., MQ hT i- ° TLt. h t;- FOURS / FIVESi •,----• I narill � d�ebIll 1- . .-1(11---, ' �� X19_ ' j ; `� i' I - ( I 1 ViNGD-S-1/ I D2 . (-4 (1)- 2x. ♦ .- el ♦ -._ __ . - Via. Ga a It 14 J 2x5' Ge acct ZOVir 21 RECEPTION DESK - SEE DI/A52 f-- 0 ° �I 111 TLT. I - -p-� _ - - - -I �� I p y 51M. _ _ • �..+■4 (} = V�, d� v�j , �� _�__.__.____ -_ 22 FOLDING PARTITION MODERNFOLD ..OUNDMASTER 8 FABRIC 1, 0 i::)-1/4----- --- ___ eip i"I O ID Q Q B E '� 4X5' !' i I T/_cei, - s ' t0 BE SELECTED. iUEIGHT 5 LBS. PER 5Q. FT. - INSTAL( IN UJ 0 i- et ♦ x D TLT, •;:i.,74:1 n n� ��A _ ►n �i (�- '. -Y/411.6 „�i O, ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. Md I-- 0 Cl. " .-:. v L - QQB +J -C2-----4-1:, 4 - Vw n ! Y CL05, Ili. ; r , �. I �` iiTI C-�1+ L 1 _ �. LVsWIGID_ I I - --- - r- "'� ADJUSTABLE BALLET AR WITH 6 1, x 8 L SAFETY MIRROR CO) M ?.1. 6j ' . . v �� ® I �I b. 4'+!„ r54Capacity 11 r_ [u[ DAC• s 4'x5' OP •rt1 •23A A BrI in in 432 3 �f'�c5' ® LQ�• 19 1.-- _ . -9 _- _ - - - I © F es_ II�_ - ♦ � 0Cij AgIM al _ - -- *--- __ "�' 1,1II ��,, -. 1`4i GATE - 1 3/4 x36"x36 N.G. DOOR WITH HAGER ROTON 780-113 CLEAR-ANODIZED o A =1 _� r (314'X5' I PINCH-PROOF HINGE AND CLEAR-ANODIZED BARREL BOLT - PROVIDE �-- 0 �L.�QJ� \ (2) I/2"xl"x2" STOPS AT JAMB, ONE AT TOP AND ONE AT BOTTOM OF GATED11.11) -s 9'-10 5'-+3 1'-b 1'-4 Q ( f ..( § I --.-_ - —,r- _- I iA ,A„,, °v_ANA., �M� �V W A GI B .. :- s• I dk!- _♦ 'r • 0 ;p i YU� 241 2 _ F E.C1 (22') 61 ! ;� 25 LIGHTWELL FROM DORMER ABOVE - SEE ROOF PLAN, SHEET 42.3 A Q® VlWlc, D V I / 2x!J4 �I_ I E -� 'n • 4 , ♦ - • Cep,cit 8 -'� D 19 li �,�__-• 1. ? �: t•• ot. ® 3'-0” WIDE x 6'-0'' LONG x 6" HIGH-' P01.--).TABLE RAMP - CARPET r, • �' illija '!-� ONE ! � C1 ILL 4 �,�j�,..�� 4�t5 1111131§11 . 4\/#/ � n4'X5' I 0 �_I - -- IMP - -'0'-6" �i _, 5_ID" 14'-0° WAY !I ® r. [c�op-�� .t� "? �� ROOM FINISH KEY TWOS ______2r-/J 0 ■ h v� B3 = FLOOR: NE= 1 B :,�I 2F� / i �` - c.-ix) rV N G >a V . GP OD �� • G- CARPET Ui V WINDm .�_..-_.. -r \`' . / , Cts acit 20 I 43.1in �, 0 Capacity 1 N V-VINYL COMPOSITION TILE �, Capacity 8 1 GU_ T • .�'I G: ' Q < '- ; p�ATFO�!"I/• „ -- 0-SHEET VINYL c ; B3 13j)4'X5' p y (2x4 J L- � I ,;� v , / ■6'-4„ -8'-6, 5•-6 y 8'-4' T } X-SEALED CONCRETE - Q \ _ COMPUTE / ■ T T. I I CLOS, = SASE: CSI CD 3 •4'X5' S Q ' t3 i CapaF1' 14 STATIONS > ,. I t� Q2x4 �U 4"Q'5" -_ - J (NIG:- ' ` . / ■ iQQ®F_ b V W A75[9-11 CJ-SHEET VINYL TURNED UP • .71;11,_ , 0 c L• f -- ■ a, I�- WOOD : - - rA TODDLERS �' I .— n'-ID°' _ _ ` CLUjLY I �6] i n I ' _ - i`' f ulwlGi-DT° — r (� `'� ORAMATI f'Lo4Y I '(s5' i �' j 1 �1ALL: COED Ca : ^' - WAY ;� 3 4X5 •, E _ I lilt:, , 5 E INTERIOR -`L NATIONS n -� dp _� O 5T A _ E t E r Capacity 8 '-. - - ARE , , isd �' f A-PAINTED DRYWALL L�- IO'-5" 4'-3" 41-3" R 1/2" p• �czioLJD_I li l_ 25" �7 is ��,� �; 4 ID ■� �. _-_ __ B-FULL HEIGHT TYPE II VINYL WALLGOVERINGi.c __ 4'x5' 9 15'-1 l/2" I ` _ 0 C-PAINTED DRYWALL ABOVE 4' VINYL WAINSCOT Y. = i Q ' ONE - -- - I)TILITY TLT, "12 us Q N ` r r �/� A3 �. 6 10 ■j -1'-T 1) N R - D-WP ABOVE VINYL WAINSCOT W/ WPB s. - I; . ii_. 5 war Ir 22 FE.0 VIglEI_IQI ;�4 25 Q ?lETET8,0 .- — J �C�D C� dl E- 4' HIGH FRP W/ENAMEL DW ABOVE • L. 4 •I I �.;:. 1 - _,-• ___ •5 - F- FULL HEIGHT FRP T.p2 i __ — �`"' i �Q 10 ' TN . h ®1 r-_...__ _ -- _ e 0 T T. "3 fp C) - - 13 7 , —_• ! I Oil CEIL114G: =ED LU,. . o-, `0 ; L _ 2x4 j ° aD_Leilia ap i I L � I -� 6 _ R 4-2'x4 3'U 3P N T GU AF? G ACOUSTICAL TILE Q Q®E g 9 ( I I ! I -T v ' T M' 1 �� DRYYWAL - W/ AGOUS7 C "POPCQF'4' TEXTURE co 2 Li I r+ ., r - - - 01I (�4'xi5' 1-3 r I 2- I U�7 KIT-1-IEP`� � s T T. I. ) I- _ -- `� D-PAINTED 1 3414 i Q Q E 8 E ENAMELED DRYWALL FURRED L... .is1 _ t:a�L �� .� nj r---1 4'X6' I 6'I O O(� �Q�QR 1=Tp q� • r- © _ L,I ♦ ti '' '' --�`• 4^ I' L -- ,� h� O 7 14 ._ �,_ • =,. ® r �, X-ENAMELED DRYWALL - 1 uoUR (1_1_1(1)--' CEILING HEIGHT: =II �'SCREEN '` I l_ . -I _ _� -� O A 6� 4X5' "v►i I SCREEN _ �1JQnnTW,c1 I J /�_ � r- 6'-10 �'-� `J = t_ - I D2 ✓ - WALL A s IP DI —_ .- L� r f - -- - `r i D • B 1 v� KlNDERCARTEN --Y_ I 8 = 8 -1 (8' 0 AT ENTRY / 8'-6" 4T 114`L) _ ; db CRIBS AND a� r. . TLT. r - �' u f� �ciI ql t�'-6++ D' e 9 = 9'-1" . § 3 �. A3- `1 -10" Vii' �24 _ I 1- I ---� I0 = IG'�' (c" �r Q Bi DRESSERS, 1 Q B UTB� Z I I J Ga acct 15 I _ a0 , i 7 I ♦ -�. I 2'-4" 2 -1G t'l" p y I `�'' it = ii,-0" LL 1 LL m _ _. - I -11171' I 9' 6'' L3, 8" CLOS. ----46----- -12- 9 - - _ _ ,� T _ ;' -- �. -_ ♦ v VAULTED - 4 g° m ♦ ►�- -- — - - �} © �] ��-� I RE_S E3 QN LV► i %51------L-N- - ''� 5' CT►'4l_I-_.� a - DH Brli ��GIP I 'i�� ! 1� [:1-1- .. i GTw B v i .v 1i6J v~ GENERAL NOTES I1 ( O6 -_ I I I ,- 1! T 7 S r ) in Ivy , , - _—.,T. --___ -_-.-4% in I. A_L DIMENS'ONS ARE G OUTSIDE FACE OF STUDS (OF.S.) UNLESS nl L al �'-0"ali______ -o" �I INFANT I ENTRY i = e.., TRY I 5'-0" 1'-0" NOTED OTHERWISE. s _ ♦ - - - ; MECH l�_LT_.L-7 I'• t '', ✓ w B D 8T r I� waif 2x8 c < "__'-____ ____�_ " CONCRETE SIDEWALK AROUND ENTIRE PERIMETER OF Q F1 Q • Ill cr V W D D Q I A3 2 PRO'✓IDE 5'-0 WIDE _ Capacity i3 �IT I 11 rI '� A BUILDING AND AROUND SCREENS FOR MECHANICAL UNITS, A5 INDICATED, • B (x� LAID!u� }_ ` - STII :tWITH CONTRC3L JOINTS AT 5'-0 O.G., ,1 f'IGAL, AND EXP4N510N JOIN75 At RP RECTORor20'-0" O.C., TYPICAL. 5EE SITE PLAN FOR CONFIGURATION OF WALKS AND J0B NO 98316.04 I ® P 1�IDI qi L , Q'� {`• W[BID q� 1 A 'I - -i`r`--'k- V-1. 111-1":11. `� PLANTERS 4RU11ND FRONT ENTRY n, - r t1 _. , leYin 0I L 1 0JULY 4 r ° _ e �, I H tiny I J 1' I -___ I _ REFER TO ROOF FLAN FOR LOCAT GNa OF DOWNSPOUTS. , H r- r' VI IONS pATE e i� I i ( ► .k, I _l0 0 5R2P/..'JS Cu 1/STS ' Vl in s ;I I TOFULLY I 1E r. -D NG 9BE ULL SPR NKL.ER_D. _ -,4-- D D 1 — • I ,41r �A;} i �,� 5. PROVIDE DOUBLE 2x4 WET WALLS WHERE SHOWN SEE D3/A53 c,1 I 8'-2" j, ID' ,61: '-8�' 113 -10' 1 i -8" 10'-6" i I .,r ��j 6 KITGs 1E - g I 1] , I , _ PROVIDE SOUND BATT INSULATION 4T ALL WALLS OF LAUNDRY N, UTILITY AND MECH. ROOMS .cQ!` 1oN TO CLASSROOMS AND COMMON AREAS. PROVIDE ,n I I ALSO AROUND DIRECTOR AND STAP= ROOM. o II'-10' I j8' 4" 11'-10" — — - 1 TT, PROVIDE ONE-i-1JUR FIRE-RATED CONSTRUCTION i-- AROUND LAUNDRY ROOM AS OCCUPANCY REPARATION """'--"' III II' I')99-00354 I • A3 D4 C /'� • ' c M I';C 1999-00343 432 43 ' ` S)f 1999-110059 2'-8"- , rZ+_8tt SHEET NO. 1 N > < N1 fLOOR_PLAN-2" 5' 8" 13' 4" 5 4'ri, x' 5:-0++ 14.. 8 _8+ ID4" 9'-®" 5'-4" 13' 4" _. ._.._-_,__ m 9UP 2000-00014 ll — m 14'-ID". I8'-8" 1'-8" 32'-0" 1'-8" 18'-8" i6'-6" SCALE 1/3- �� 1'-p" --_r____.__--____. v I,bor p • 44 RUP 2000-00081t--_-_ - - ---- ->/ ---_- - — / s -- , A2.1 , 73 I'LM 1999-00266 116.-0" • ((1751 SW 130 AVENUE -- -__ PLAN NORTH NORTH 1'G 4 of 35 ot IIIIMM SHEETS • ,� 2 • .....� 3 (.....................4.... 4 5 6 0 r, ' �r�.�� r - �� _irk-. V. 5 �wr.. - _'•-_ ____ BUILDING PERMIT SET -,JULY 14, 1999 i If this notice appears clearer than the ''� • UN 2000 • 1 a9� F, document, (II' document is of marginal slnaii!s'. ''' , micro! IIiii_tI ', �, I •• - , r r 111 IIIIiII '!{ !III! i11j! 1 111jI; I i;ij! I Illj 1! + , ! , , I ; !,'l ' iI t ! ! ;III I ; i IIILj , 1 ILI...II� I. I`1{I i i1I1 , ia. I I II I � l • � ' + 111 I i 'i111 I , 11111: tlIII �iII' 1 . ( I . , 1I . 1 III II,_ _,Ig1 , 11.1. ? INCH MADE IN CNIIM i ' 1 ' "; .,' ern T._..._u --1 tl 1—T-1--, 11 1 i, L .._�-, r �) tr1 2 1 �'� , ...... I 111 I I III 1 III Ilii II II 1 li.. i ilii i 1 I I. 1. , I, (. 1I I 1 1i ,;.I„• ,..,: nnn n rrnlr 1 ,l , n 1:1 Inn ::I n1111 I In „ ► jIIlllllll111n,111 {!,1111111 II,,.,II.IIm .11111- .lil,l!„I llll1•IIII,I,.,,I IIll. l• ....IH„ .!!I!{!! I Ill,{IllI:Pli{!IIl...0 fLlllitl�llll!lIIIIIIfI!l+r111u1:,, 1.10 I,IIIII„it {t ::11u1 I,n:ili :,,,il :II:: II,,,+1.11hIfil,,IL+•+,II1 .+:1!11,,,1 11u ,+Illi I • r<, . ,..«.«.. tx• K, � 1 t • Emes •.- . . . 4 -----------=---- 6 �,,,� 1 _ ..,,�,�..,.,� These d,-awinge and the design represented Hereby or the exclusi.e property cit Children's Discovery Centers, Inc. 1 Reproduction or any use of • these drawings otdir than for ; pro i.d LINED AWNING STYLE VALENCE WITH FLOOR FINISH LEG the express lntten consent without FLOORG the express written consent of Children's DIscuvery Centers, CONTRASTING TRIM AND SELF COVERED BUTTON: Inc. is prohibited. Any -` ____ _ _ _� _ `— =fir- ---t•- VALENCE TO EXTEND 20" FROM TCPunauthorized use will be OF WINDOW TO BOTTOM CF SAApE. VINYL COMPOSITION 11 .E subject to IeyUl action. "P'•-•INT3" SHALL BE EQUALLY VCT "1 MANNINGTON - INSPIRATIONS PREMIUM 'WI PASTEL TONES ,? � SPACED ACROSS WINDOW y :D - VCT '2 MANNINGTON - INSPIRATIONS PREMIUM •410 eLUE TONES 3, 3315 .g ' MANNINGTON - ESSENTIALS "130 WEDGEWOOD - , SCOTT T. FABRICATOR 5}GNSTALLA1101� VCT 3 ALL PROVIDE ALL VCT •4 MANNINGTON ESSENTIALS •155 SPRUCE HARDWARE REQUIRED FOR Aa- _ `-- -..--- „ I ceaar.--i COMPLETE COMMERCIAL INSTALLATION ■ I VCT 15 MANNINGTON - i=SSENTIALS '114 WOOD VIOLET /� VALENCE SHALL BE MOUNTED ABOVE VCT-2 A • • tf>THE WINDOW FRAMEifIli, -- --- FEET VINYL BE D, OREGON ! ..........-...LMANNINGTON - ASSURANCE - COLOR '16001 GLACIER `� �� • �AHM FABRICS - (PRIMARY F.=BRIG) 1..ir---7-....--,::_i___- _-__ _ ___-_____ ,� , WELDING STRIP '84236 PEWTER U�' Q „• I VINYL SHALL atE COVED TO FORM 4" CONTINUOUS BASE "166205 OAKBARK ! "013 SURF SPRAY aT _._. — 13'701—— —V- ___J MANARAM FABRICS t TRIM AND BUTTON FABRIC) 0 VCT-2 SHEET m'r �� T N ---`- .--.--•-- -- - -` '166205 �=`-�KBARK "010 SILVER LAfCc __. .__._.___.____._-__..- - _. SHAW / STRATTON - DUET ULTRA-LOG •60211 II . 5 VINYL. .) , , COLOR: FINALE •12380 INFANT ROOM WINDOW TREATMENT UNIN ( VCT-I ' SELF L INE ;1 i SHEET ! VT a VINYL TRANSITION STRIP VCT-1 VINYL i � Ik AT = ALUMINUM THRESHOLD CI) kg I . JV-0„ i (1)CONC I. -- -- -- -- C) i a DJ j VCT-2 1 ` [� WALL FINISH LEGEND or IJl ._ 1 . . , -- " •' -� AT c_ �--r ATVT W a 'CT-2 VCT-2 ©I VCT-21 VCT- VCT- VCT-2 5H1EEL CLASSROOMS CLUDNO INFANT)tt s IIS 2" p�:, FABR!c; COVERED _ SHEET BI; 1TON - - — - ._-I .x=-- �, T _ - VINYL WALLS BELOW 48" • 1 VCT-1 0. � L'GT-I-I rVCT-I l 1_" ( -- SHEET GONG KOROSEAL WALLCOVERINGS - 256-823-345: (ATTN. JAN YOUNG) II I - I-- �� '�* I ____� I _r VINYL - KOROGARD PROTECTIVE WALLGOVERINGS • ! 4---1 —:,-T—.1-- c) 1 5 Ll V1 IU • • U VL.T-1 v? -�-- - PI HAIRCELL TEXTURE - .028" THICKNESS • • / \ > -la- > ►n i> �► > COLOR: 04C-13 FOG C) 1 • BATTEN BOARDS TO EXTEND II - - �� - _ - - `� — - I _ - I ___.___ -cam.__..__ _ USE t- DROGARD JOINT EDGE MOULDINGS AND COLOR MATCHED • ' / FULL LENGTH OF VALENCE. 4' -"-' sem, - -J CAULK AS RECOMMENDED BY THE MANUFACTURER. 0 Ca ' q VG?-1 T rP ( L f VGT-i _ li J�- _ - 1t4 SHEET L-- Q tib • \ � VCT-I � 9D N DRAPERY BRACKET TO I -�1 ,_� 12 IB I," , ---- WALLS ABOVE 48' c) g L.1 I HOLD AWNING AP1•2OX -� 11 2 VINE.' L SHERWIN WILL TAMS '1©25 ORIGAMI WHITE CO 0 u 4" AWAY 'ROM LUALL. 1 1---- FABRIC AWNING I I T � INFANT ROOM B - ! I ' I SEE SEET A-52 I VCT- I r- /� WALLS BELOW 48" I I II I _0' 3'-0' KOROSEAL WALLCOvE1;21NGS - 256-823-3452 (ATTN. JAN `I DUNG) - SHEET VCT-I KOROGARD PROTECTIVE W S - 256-823-3 INFANT ROOM WINDOW TREA DETA�. --- - VLT-� -- �, .i i_VIN) �__� PI HAIRCELL TEXTURE ©28" THICKNESSco co '' � - =C f-I VCT I COLOR: 'K-2 VAPOR l) �. ✓CT-2 -- ABRIC AWMI'NIG - VCT-1 USE KOROGARD JOINT EDGE MOULDINGS AND COLOR MATCHED �-4 0 1 10'-.►i s 5'-0" ,r i0" VCT-2 SEE SHEET A-5.2 CAULK AS RECOMMENDED BY THE MANUFACTURER. � V�T- ® ) I SHEET SHEET I WALLS AP /E 48" CONC �� I I�� - -- - - i SEABROOK WALLCOVER!NGS 800-238-9152 T_ i. I- N.° § VINYL VINYL VCT-1 I -^- ✓C 2 J II I l A © 'US 281 • -Y1 vows II 1 VCT-2 . -T-2 J VCT-iCN 6 ( .�_ 1r= BORDER MOUNTELD WITH BOTTOM I" ABOVE KOROG,4RD. U (n' VGT-2I !' - 0 SEABROOK WALLCOVERINGS 800-238-9152 *,WINDOW TREATMENT GENERAL NOTES —•�v -- -_-._-- • .�-0, I _ VGT-2 A ' 'CsS 2928i- FABRICATION REQUIRES A'T LEAST S'X WEEKS VCT-1i;. 1 v�^JVV�/VV� to TYP II 1-VCT-- _- - Q a ... '-0' I _ -, ___ CLASSROOM TOILETS, KITCHEN, LAUNDRY LEAP TIME. MOUNTED TO 4' O,= FLOOR TO CEILING AS INDICATED ON ELEVATIONS 2. FABRICATOR IS RESPONSIBLE FOR VERIFICATION -.__ __--.-_'__._.- ____ - -- VCT-2 YGT-) \ ' • OF ALL WINDOW SIZES -� \ �a� I FIBERCsLASS REINFORCED PANELS (FRP) - MARLITE •P-I45 SILVER ' • 3. ALL MATERIALS USED SHALL BE FLAME RETARDANT. - 6; - III +�•N -`--T S5�E' T ti" / i VCT-i 4, ALL SEAMS SHALL BE SECURE WITH NC VCT-2 10 I ✓ I® 5'-0 i0" TOILETS #1 AIS #2 AT LOBBY II 11 " .' _-__-- -0 V ' - " 0„0 THE ARTON GROUP 8mm-222-1866 (ATTN. RON CARROWAY) --_.___--.._. _ l 4 I ` FABRIC AWNING Utll : LOOSE THREADS. '�''-0' - .. - VCT-I k GENERATIONS VINYL WALLCOVERING' SEE SHEET A-52 3'-0' '-0' ! , i'•. 5 GENERAL INSTALLATION INSTRUCTIONS: VCT-1 I II I __�--� - ' \ (\sVCT-2 1 I � ._.. _____ I I PAT?ERN: ESPRIT - TYPE II INSTALLER SHALL USE "WHITE GLOVE" TREATMENT I - I Lam_L_ _-._� _ \ I COLCrc: GI-!12 LICHEN •TC ItJSTALL ALL WINDOW 'iREAT1.IENTS. (VERT 4 --- - -__._.____ __ .. CARPET z CLEAN HANDS AND EQUIPMENT.) i VCT-2 rVCT-1 i VCT-2 ENTRY LOBBY, DRECTOR� STAFF, •10 a - - c� 6. OUTSIDE MOUNTING: �-- __ 1 r F VALENCE IS MOUNTED ON TOP OF WINDOW FRAME 6 j 1 MAIN WALL SURFACES - OFFICES AND LOIaBY ' ?HE AR•TON GROUP 800-•222-"1866 (ATTN. RON CARROWAY ) CENTERED ON WINDOW WITH EQUAL RETURNS ON -' ---n1,� VCT-2 --- -- T-1 �J CARPET r o F=--=- --- ----------__.----___-- -F .--.----- -J LANARK VINYL WALLCOVERING EACH SIDE. S7CUREMENI WILL BE BY WOOD SCREWS VC 'y' MOUNTED FROM THE TOP THROUGH THE HEADER 0 PATTERN: ESPRIT TYPE II t INTO THE WOOD FRAME. SCREW SPACING: VCT-2 TYP I �� VCT-2 - I .��__.�4 L�M•� COLOR; LICHEN 'rsI-172 N APPROX. 4" FROM EACH SIDE t ONE CENTERED. It'-qr „! T - -- _-2=7// 1---r._._ _ -.-_.. _.___ _ - C LARCxER WINDOUlS PRCPORTiCNATE. VCT-1 fl--C.: -V-GT-2 J - __ 5HEET MAIN WALL SURF =GQRRDQR AND DRAMATIC PLAY AREA C L.: r '-� - - VINYL VCT-2 THE ARTON GROUP 800-222-1866 (ATTN. RON C.ARROWAY) ! I ! / 1 \ ; I- • J , I 1 4%�” 1 SHEET VINYL _ I - 5 VCT-1 11). VGT-1 '6 1 4 LANARK VINYL WALLCOVE'RING - -.-- i J cr. JI SHEET GONG. PATTERN: SAFARI TYPE II ■ •z VCT-2 1 1I I 1 - I VINYL iv IL__,..,_____ _____,__.=:___ L ___-_-� — _ __ _ -- -- COLOR: CELADON 'CsI-103 . _, u, - - _... -� _._ .�._ . • ` VCT-2 SSHEET 0 p�ASTERS - T �IINAT,N�AT �N$ID� G_Q HERS _1 QINLT.L AN_Q__.S�RR�QB.��NL`r ? o ; SHEET 3 3 l SHEET \ �' IN1' �_ THE ARTON GROUP 1800-222-1P66 (ATTN. ROP. �ARROW.AYi Z . V!NY L 1 VINYL /' , LANARK VINYL WALLCOVERING Ei r '-4 2' -04-2' 0 i' 3'-8" ESPRIT I � ► * - WALLCOVERNG COLOR: GREY A'L2 FTNA P 4E II W „ 1.•< -� ENDS (-HERE �' �- u-)Li, r i rn l_3.J FIELD TILE _� v VGT-2 OUS 9 SHEET VINYL 1 c Q IL VCT-1c ._ -r � ' - �'�HEET � "�_----.4-r-_ gNEET '-- -- � PAINTED DRY'�,DALI_ SHr`RWIPJ WILLL,AMS "102 ORIGAMI WHITE i 3 j:l I VINYL' ENAMEL PAINTED DRYWALL SHERWIN WILLLIAMS ••k 25 ORIGAMI WHITE -� • • VINrL r LI 1 `? _ PAINTED CEILING Sli SHERWIN WILLLIAMS '1025 ORIGAMI WHITE 1� LL rn •f"'--_ ENAMEL CEILING 0 t- SHERWIN WILLLIAMS 61025 ORIGAMI WHITE -- TYP. 3'-0' c'-0' VGT 1 2'x4' SUSPENDED ACOUSTICAL TILE " L 2 J INTERIOR DOORS - ALTERNATE SHERWIN WILLIAMS "1191 TIMELESS DAY CARPET SHERWIN WILLIAMS '2268 SCANDINAVIAN SKY Z , ----------_ INSIDE FACE OF EXTERIOR DOORS SHERWIN WILLLIAMS '1025 ORIGAMI WHITE he I 8' x 10' INTERIOR DOOR FRAMES t WOOD TRIM SHERWIN WILLLIAMS "1025 C'RIGAMI WHITE -- CCNC AREA INSIDE FACE OF EXT. FRAMES SHE RWIN WILLLIAMS '1025 C?RIGAMI WHITE RUG INTERIOR (CASEWORK:( ERTICAL SURFACES) WILSONART "'19ra8-60 SANIBEL MAPLE cr, - CASEWORK TOPS: WILSONART - •4655-60 NATURAL LlEGACY I L -: �etial .:ti — --- __._ ._. JOB NO.riv �.� �1T CARPET jT __— _ CARPET ---°-L.A�,.- 7 VCT ©** a I - '—— - . ..�. I I 1 ` 1 ..W. !DOTES: L83Y 14 999 ,l) -- -- „�- I. ALL INTERIOR FINISHES SHALL BE CLASS "A" OR "B -. , _ .W- -1 4 �_-- ___- W 64 tXRFT H c in �� 1 1 2. PROVIDE MARBLE/VINYL TRANSITIONS WHERE FLOOR SURFACES CHANGE. 13RP/. iS DWT 1'5 I 1/C? 2-. 3 CEILING "E" SHALL BE SMi':'TH OR ORANGE PEEL FINISH - NC STIFLE. EVt I7— DATE ut,,:... ...."NA— _ s... -- ►.m.•.w.._.. H—"— -.. ._'A" ^ D I e1 . " 0 ilLA fa . G r". 1 IJ (.n 4 rn Ai Al. `� SMEET NO. CD lit i ME 1999-00354 FLOOR FINISH PLAN ...- in M F:C 1999-00343 , ..< INI 1 SIT 1999-00059NI/ "' �"""'• "" "r��-"�� E EIA.: 1999-00698 _ SCALE 1/8' • 1'-0" IRI II' 2000-00014 tv (n IRI JP 2000-(►008 I wPLAN TRUE A2•2 , I'I.M 199')-U0266 NORTH NORTH eu sir:'D . 10751 SW 130111 AVENUE I'c; 5 of 35 2 ___—....�_ mer._�.. or SHEETS 1 .1 AIIIIMMIIIIIIIIIIIIIIIIIIIIIII=1., 2 ..............—.................r..--, =:..- BUILDING PERMIT SET - JULY 14, 1999 I,i If this notice appears cleat et• than2000 ,JUN 0 2 \ . , • j 1 e l •: , r . • 1 .. document, 1111 document is of marginal quality. microfilmed tli 'II ! !►! ! III 'I ! IIIII ( 1��1 Ii I !� I tt I Ii I I 1 11 1 1 : ' I I I I 1 jl I 11 1I j1'; 1 1 ! I 1 i i I I Pili iiii iii I iI IIl1illii!Ij I Il'i iI it ' ii 11 SII! ' , ( I I I 1 1 1 ( i i II I I I ; ( , .1 I I 1 ` I j i I i:j I ► I. 1 , 1 1• i i . . , ! I I I ' . ' 1i1 , . . (MGN MADE IN CHO% ( _ RI- _. I 1 • TA. 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Tt � '' r�f�. p t -h 'p p, , t ,' Il, '4.-t 1 r I A� � �' �{�k.♦• x^,�,:� r 'kt4w� I�,� � tl a19,.. t't, 1 r.a. .,.. .. 1 , a � y,. � ,...�4 +1. ,nli‘,' ' . �,.^ t` ! 1''dn1 K. �1.. -.-._.. -. - __._....-----• �r:�i + il'� i'Y' 4711' ' - 1 1 2 3 ' / ' These drawings and the design �r k ,• -,�. represented hereby ore the ± A yd .'g'4,.. �F ,,', excius;ve property of •Childrena a at, x �i 3 1, { ti... ;._ t 5M1 t `�, n use of, Inc. �' • �: Reproduction oro :`ti r r � . , � DiscoveryarCenters, then for ,i�i � ��Yy YI�'' ' ",' the project intended without r these dr '1 a 4 : .„ d'. the express written consent at + ,t f ,i �,� �c, a n 9,1 tYt A0,,4 $h `' + Children's Discovery Centers. ''',"a� � R�� ,, i,- ' w D2 A3 _ -_.-- �_ _---_ __... ___ _ �____�____._ Inc. Is prohibited. Any �4 � y �.. < , unauthorized use will be ', rF4 ', r 1 .r A3.2 A3.1 suU ect to le•al action. it�Mit�tNi,�l Ysh YP I h1 ROOFING SEE ( ` ,�° ';, EXTERIOR k'- a 1 ' 4 ELEVATIONS G`S, 3315 ,�a � �:,;, ' • n- "� 2h GA. GAL V. v -L�r� �> _ . -_ �_ __. ______ _ ___ _____ SCOTT T. TEELE C� y, k ;' ,; ( 1 tii ►i 1 / / FLASHING �r I -/- ' / A • • , , ,t).,`,'‘- ” I . cea , – I' CRIMP r iP, 1i - I �. i r � ~ td>>1/ 8E D, OREGON ,«. \ < 4 j; ,A /' DRAFT STOP IN ' \ ,es, • ■ EN g o cvERi-44,NG, TYPICAL \ N . i.:-..i s.i'. CY i TYP_ � ALLEY FLASHING DOWNSPOUT,------ CI , , .- w 4:12 TYPICAL �, __ ._ j 4:12 � r ..,,. 1� . .. N �•.. N.T.S GUTTER, --_ r \` ----DRAFT STOP IN TYPICAL 22" X 3tD" ACCESSi / OVERHANG, TYPICAL .� Q DOOR THRU \\ T5PN6 uI -V 2 • .,DRAFT STOP (< I'WIN Fj. a _611 CO HINGES - _ --__`\ 1-� q<< • PIO , D5 } 0 - A3.7' 1 N. P. • c A2.3 N � . J®► 0 1 VENT FANO —-== .. A32CA COT a:: -. YP � r • ., 1 � _ 4:12 �I II I� VE":T "�AN „ = "' II II .1i. II R44t . F, g VENT FA 4:12 4:12 4:i2 = _ _ VENT FAN , . -J ( __ _- II A A3.2 3 • J r Li_ - -� r 4.12 SIM. ' M 8' I° EQ. EQ, j 11, 0 a � a I ds) 2 CO 4 j ... r r �n LL• „ I 1 I V . RIDGE 1111) . , D SIM. _- - --- - RIDGE lc �� -� L1J '� �.,� ,.. - 4%O I �Q (11) A 91 . 1el I/ \ _ 1 ...... 5 N WITH WALL B- OW \ - - -- inn': ' ALIGN WALL • PORMER ' _ § 3 VENT F :r', I �'-C� TYPICAL Ce VENT FAN I VENT FAN s - - OVE)?HANG \\ 8'-4" - , � -�_.. I 10'..0" 2-i L VP 0 43.1 A e:3 ,-Ji‘-13'. t/ >=7_ vl � r �' I � I� I hhtA6lig I N '' . \ ........PM PM 14 • A3.1 N I CO, I rV �iY A23 ' RAFT STOP INSTALLS I 1 z -- I_ 8 -4 I EQ. EG1, , 8'-4 TYP, $ TWEEN ENDS OF �( �( j LL TRUSSES CONTINUO o I c., FALSE DORMER / iv ci I 4:1? DRAFT STOP ON , . w FACE OF GIRDER IDRAG TRUSS----- -\ (!•) Q _� ,w...r ...+..-. ++...,.., r•s•- .,•.. '.acs wn.•. ••r�r - s•r_ _ _ _ C 1 a W I . 1 Ill ` ... ..i !nn.. iiin.•.so::.i!.. �� . _T DOl1�1SPOUT, 60.6 i .,, , - TYPICAL 4:12 _ 4:12 4:12 IT, cio U,„., 1 II II Z r -----DORMER X r� Q II WITH NIP, '{,, 1 • ' �� - --_ (TYP. OF 5) I J W Lii 1 i cn L --1/: f ,\ I • g - 4< �.�r ti GENERAL NOTES (NJ SPY 'c( <� 4..2. Q ”; •.:_11" __ 1. DRAFT STOPS gHAL.L BE IN8TALLED iN ATTIC o\/) \\ Q._ SPACE WHERE INDICATED, CONTINUOUS FROM , .- • /s % \ CEILING TO ROOF SHEATHII G. 1 Q r'� ^� �\/ • ,p a_.-_-• 2. DRAFT STOPS SHALL BE INSTALLED IN ENCLOSED JOEL No ti _.___ ____ ....._ _. .-.._ -- _.__-___.__.._.- ---------.. OVERHANGS WHERE INDICATED SUCH THAT THE9E3316.04 • I \• _ .� GREATEST HORIZONTAL DIMENSION BETWEEN THEM DAA 1 I .nl '1T' DOES NOT EXCEED 10.1: FEET. JULY 14, 1999 Y Q DRAFT STOP 'N -----/j , I-�' OVERHANG / I' BRP/JJ°� DWT/STS ��ll�� REVISIONS DALE ' c• �i 3. C"�.^FT 4TOP MATE`^.IAI._S SHALL 3E NOT LESS .� 1 � THAN 1/2" GYPSUM BOARD, 3/8" PLYWOOD, OR 3/8" D D 1 P CLE BOARD. - , TYPICAL 1 4. ROOFING TO BE CLASS 'A' OR CLASS 'B'. N 43,1 432 COLUMN • c cs 71 liki• /\ • ct5 BUP 1999-00354 ^ Q . , u • MEC 1999-00343 <II ' % R PLAN • •C SIT 1999-00059 - - - -- — — SHEET No �, �_�..mss . , i~ LLL 1999-00698 SCALE 1/r • 1 v-0• r,' RUP 2000-00014 BUP 2000-00081 PLAN TRUE 1 I'LM 1999-00266 NOt NORTH A2.3 •' Qi i0751 SW 130111 AVENUE A PG 6 of 35 G �� ,� _ . Or SHEETS Y. C.'1 111 1 2 L.., 3 1"-------------------4-7------------------= 5 BUILDING PERMIT SET -- JULY 14, 1999 ., "� t f. ,Cydh,{.A; �.1 r 7'114n -1'1 .0. {I•` .... .. . .. .- - v1 ♦ , �, 'w• ,y, N AIS clearer PI th.11 the •' ', ,* •.i ,. � �, ,.♦cdsr.ra �+1t?• i,v,3'$,•.��"�" a.'a• , q,, � " I this notice st Z0� - . . JUN 0 , : . . ,: ..,.. . .. . . , . .. . - . • d 'cume'nt, the document is of nlslr�nl;tl yuallty. ' ' "1111 1 • r; s' 1IuCrOItlMedl . . . „ . ,, E:#1 ••;,; i , 1l IIII111IIIIi111111111;1 IIS 1lilll c • ! 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These drawings and the cosign ,1 represented hereby are the exclusive property of Children's Discovery Center,, inc. Reproduction or iy use of these drawings other than for the project intended without the express written, consent of Children's Discovery Centers, Inc. is prohibited Any unouttiorized use will be subject to legal action.• • Ake` �� 3315 qv/ SCOTT T. TEEIE • A M -- _ --- - — . • I A i - _ BE D, OREGON 1 siNisim+, ' nF0 1. is y CV ;. I 20 CHILDi�2EN ,, 714Sr� 2 g 1....-. • ,.. , I. _.,120 CHILDREN ,� • 100 SF �__._ Cin !L� ________ • ......._ . , I :- .1 • fli) 1 jr_____- i +ma cs . , , . = ...r. , . • il ct w , 1 1 . .____1_- _j i _h____ f j co r-- ......„....._ . • rio . ______ ,_, 1 , : . C_=-- r=r--- r_______ ,. ' i cm) 'f _ I - ' Ii s,� _ � . -- -. ._ 0 f I 20 Ci-�ILDFc��-.N I-= � RO • I I ,. S T. i f If B I 1 1 1 jil ir_ 1 i . . <C _________=-/471 I 2m CHILDREN 1 ag) I-- C! I • rimmilli 0C11 —,ICD 14 CHILDREN S t`Ii ., 1 : 1IIL 6 I — � CHILDREN • 1. ) I . _ ... 610 SF ! I ___• __ •• nIii) i r 8 CN I L D REI,-1 �nv� rr\'w cip ce § 5;,- . 20-� c. i / . �t • fammem , 1 .... ili • . •.. , • . 4 g+inNill. [, i v • 8 CHILDREN ('///.\\\> 1,.. .=., 20 CHILDREN ?�®4 SF �� r___ V I- -12 to SF' 8 i - ` - 1 C 14 CHILDREN �' • 4 _ . , - 493 aF ! . .,...._.. i i I 4 1---- I i 41 El i I i . ,. . •i < v7 11/ ll ► . co • 1 . ---"L c -.. CD V E 8 C 4-;I L D REPS Ir--rt ; • .i i • ii, , 1 esst� i iLw ;Liimii. _ .=---JL , ri____ a .., 4::( .. ILI • Ill _l 0 w � r W I . >" cn �'cn S CHILDREN LIti 1 Z 512 SF UJ 15 CHILDREN �, 531 SF i — • , , a 7 . 2 . . 7 r, :: ,, 1 „ ,,.... 7 cz: = = = :._.• I (11011.11+ • I1 J 1 . ... r .1 • .. I JOI3NC • CV I t 98316.04 I .• iii N i_....... - ll -I ---- .. .�.. JULY id i'n3 ERP/J..15 GWT/STS II. ' RVISIt1N5 PATE � rn I 1,-, N ^qa c`a"I I1 Di 0.1I.,ick . Ike, 1'r. 13111) 1949-00354 H MEC 1999-00343 4111. / L I till 1999-(10059 �' < NI ill UCENS1NG PLAN e 1:LC 199V-1106')13 ` ir> -- - -------------------- - — - — ` �� EET N0. 0.1 i ' BUP 2000-00014 v ` *, Bt 1 P 2000 000'31 �--•� SCALE 1/8" 1Q 1.-0" x-kbor-p I'I,M )49-001662A 10751 �+W 130111 AVENUE PLAN 77 TRUE. s I'f i 7 1,f- (5 NORTH NORTH c Cole 1 2 3 4 5 ..� 6 Or SHEETS r "10•11•10411111.1k"10•11•10411111.1k .a.�. ■' / AMIIMMONIIIIIMININ iii BUILDING PERMIT SET - JULY 14 1999 r 'r J If this notice ;tl►Iteat's clearer than the JUN 0 2 2000 1 dOcuntenf, the document is of marginal quality. 1 ;, 4 a ; `, i • ,ilk IIi iiiiiI !Iliiii1t1II (I1III (ili II(i!lil1I!Ii11 11111! i,11 :i t 1 11I1f1: II1I ilii i • !l!I�ft ilii llI i ►III I111rI 1 II111I Ili111111! I' ,, , ' 4. , • 414.1; 1NCk �I MAW IN CMINA ' 1 . . . RIII_r._ ..� �. . {{ .1l. Ili!,.. ,,.Ilii.. l.. f......ilf lII,l..11ltll..111lI..,.,illl.. .illli.1111l,.ill,f.ll{iill) Ili tll,ll,,.11J.,II!lliilul1111'1..�11l11,:, 1111i1 ,....II•II .I11,Ili..,I. 111..I1III.u.+.11!1,.!1.!111{Illnfl.11. ,..4'..f.. • - 14 1", • 2 3 ----------Th.---------------4 - 5 D3 ..�_ • -__ �- 6 ------ These drawings and the des,ga A31 repre_•ented hereby are the s �" /� 1( _ .. 1 1 ex Discovery Centers, Inc. ' .• \s,. ctl ' ♦ �[ I? Reproduction or any use of �` these drawings other than for a the project intended without 1 41 ,/"�^ 1 ` d �� . _l� t Child he Pin'ssDlscowy written consent of d r I I �-��I4 inc. is prohibited. Any J WOOD TRUSSES _� unuuthorized use will be 1 AT t4' O.C. I sub' ct �o le al action. r 1 i GIRDER GIRDER 11 � 3;515 I ± 1 TRUSS TRUSS I __— I � SCOTT f. TEELE ��'J' DORMER J I 1 I 1 r 1 ' I 4 4 I Wire* o J 1 - f,-. .1 1 ll !i i 1------1 II ,� 1 1 _ 11111 ` 1 •a - L it 1 1 ' -- __-__---_----___-.- BLOCK FOR FOLDING 6E D, OREGON ^" t 1 ' PARTITION TRACK RI 1 1 1 ■ � 11F 1 - ------ --- .- �l' J -1 _._ = I AND DOWNSPOUTALUMINUM R .(1:11 �l J I r L---- -� CULTURAL ARTS & MUSIC / N tw Q ! ENTRY ! LOBBY RECEPTION i HALL 1 LANGUAGE f 1 MOVEMENT ' 1 i , 1 �, THREES FOURS J J ! '° HALL Cr) J -y y_ i PERIMETER • ..~ _�. - .� SIDEWALK - --- �- w - __ _ ��_ �� FIN PLR CA 1 • i 0 • (1) BUILDING -SECTION d . . . .. A - SCALE 3/16" ! 1'-0" — ait W 12 CWO) • w• tr'- • 0 1 CONT, pRAFTSTOP ., - UJOOD TRUSSES BETWEEN TRUSS ENDS ----\ AT 24' O.C. g • 1r 8_0,• . • I s FALSE DORMER -- ----- -I - -----------14 ` (� DORMEE -- ------- ------ i \ r-- r (? /� //- WOOD TRUSSES • I ' ' I 12 J -7..._ _----„.,___.__,,k_ MY 0 u) rio . ____ _______ _____ , . .... ... .,. , ,_____ ., ..... ----__c___„________________-------_____________ .... , --------,,,, ____________________________---..„ . ::- li — 2X6 WOOD � J V J • ?-r• -- 2x6 WOOD - STUD WALL t - brig) W S • STUD WALL / 1 s a ,o CULTURAL ARTS & CLUB DISCOVERY & e I I DRAMATIC PLAY a TWOS = a HALL LANGUAGE FIVES STORY AREA '�", c°� DO Ce § �— • 6' PLATFORM /-- AGKENED Ce III• • / i ' .1... 1 ."–A / i d___,-- 1 lihrtillitill. . ,. BULDNG SECTION i B37_-_-__=_____________ --" SCALE 316" a 1'-0" 12 • 4p432 „ .- I B6 PIP 1 g ,� :. 03 ALUMINUM WINDOW 1 GYP. BD. 0W/ INSULATED � i�vi GLAZING �C ' ' I (5 R � ' - z---p--, • c. .,� - • Z . to LW C RDER ........>ill'°- ' \ ROOF PROFILE BEYOND I Z 0 TRUSS - \ cii i \ -__ _-.--------------__-__ -- • TRUSS W/ DFTSTOP • --- 2x4's •• 24'O.C. WITI-a T4��Ig SIDE 1 w -' U . w , /! INSULATION'----------_-. --- 111 ' WOOD TRUSSES AT 24' O.G. r_ r,,tr/ r*°° cn 12 ii • 8'-4” I'-IO 5 ILI E.... rJ • _ 4 • 43.2 B6 DORMER - , Mr • @ r„ '1•• 7_..._.. .1i_ 1 rn f r63 J L ....1 tie BEAM - SEE STRUCTURAL ' C1) $ D m d / /— FIRE BLOCKING . , o t. Q — -- -- -- — - -- - ---- - __ 10'-0', TYP. ------ - 1 12CO t _ �.__ SUSPENDED i c" a ACOUSTICAL r, mi PANEL CLC. rt-) •a I • ENTRE COLUMNS ! JOEL NO 95310.©4 SEE c5/A3.2 ------- : ENTRY a, i "'�E JULY 14, 1�9g RECEPTION U ita LOBBY ' HALL �- NE K Y L Co BRP/JJ5 DIUT/STS o • �EV,SI(N, DATE is p . • it., 1,1 �� 4' CONCRETE ., c / SLAB ON GRADE o +�--- • 13I 113 1999-00354 - _ �- c MEC 1999-00343 c tiff 1999-00050 . . c ILL 1999-1111698 a I I 1PI,C I999-00014 SECTiONS>iEET N0.�"BUI �! co ,i P,7 t)i)O coos 1 ®__ SCALE 3/8" a -p»----- __-- c I'i,M 1999-00266 A3.1 m 10751 SW 130m AVENUE I; i'(i 8 of 35 I 1 2 3 4 1 5 -- 6 SHEETS 1111 4.1•0113111MAIMMIIMII,MOIDEINMINIVENIIIIIIMIIII1101411111 ,11•1mmiMairanimail w , • BUILDING PERMIT SET - JULY X41999 If this notice appears clew-er than the JUN 0 2 2000 . i document, the document isof ntarl,in;ii quality. 11111'fililillle(i " { { { {') il:ll { (1) ! { { III i i I i i i i i ! ,' t t t li i i t , I ilt ' fir`,_ ►4:. 1tl i 11,1 MADE 111T1i11 1t ► III 1 I � 1 i I I I II il,Iil illili 'I I Il ill} ill± ;hili!, iiliii:iit,{iii i ilililiIIIIii I (liiil111111ll� .lilillillili 1111�{i111iii � ., ., . +. 1 i 1 It 1i „ 1 -IF "—HIT' - t t5 tl Tr — fi-- . 3i OP t t t tl t I tttl i t Ittt rift{ii t uil r 1 tl. ..1.. ,, �. . . . ,.. r IIIIIII.II111�iIIIIIIIIIIII1��i,I„IIIII!HOJIIII!. ILII,!,! IIII.,,.Il I!f!lf.lifl�li,...,.,.,ill.,,I iu,: 11! , !ii l hi r .Iii t' t ill 1„ ► li „ , , ,I„!:t !Ir.! , n n „ 1,� ,I,�� w �„ , h , .'n.' t 1 .II ,1• . ! I 111111i.,l,..,I t!Iliitfl,Ll...lUl...l.�lll,lil„Ilil,l111111,n,tltll,.��111 •..,.IIIII., ...ll�il,,,�1,111I!:,,I.,��{Il,�,� ��III�„1,11111111,�,li!i, s , i • . • - • 1 r 1 ..--,---.=. -'�"-... Tr,ese dro«Inge and the deeign represented hereby are the POWER OF: 4 - sxcl,,lie property of Chfldren'e ik. l Dlacovery C•nt.r Inc. PHONE CAE9!_f= SHEATHING W/ BLDG. PAPER OVER TYP. DIMENSIONS �'� a. OI / Reproduction or any use of - RICK "1 N R / (' a0 ��--_-- I 4'mx3/Ib' STL. PIPE tnese drawings other than for B EE W 4 the project intended without I T AIR SPACE TO SHEATHING C,�- 1-3/4" d� - PRIMED AND PAINTED the express written consent nt 1 _ _ ChUdren's Discovery Centers, `' FILL ALL SPACES W/MIN r~'- h.'g' GYP. BD.- \.`�f- Inc. is prohibiteG. Any ' 1/4' HIGH x 3/8' WIDE UNE-HOUR RATED ''•.- I � t4 �' -I!4° STL. PLATE BEAD OF 3M GP-25 S•L CEILING 9Y3TEM �.-'"' --- ----.. "� ��\ nouthorizei use will be .,. OR N/S CAULK x I! 5.'8' Gl P BG'. /�/' Ix SHIM 4-- =fir.. ______-_ - aublBct to IeQcl action. ? CONT. SOFFIT VENT �/ �, / \ - Jk - — — J _ ` e1 r CABLE• THROUGH CEILING ' i. ;,,BRICK "2 RETURN �g ----- --- VINYL FASCIA .•..- -� II PLANUL DESIGN NO. L528 ,� 3315 1�� NEARER - SEE sTRUGT. �" SEALANT OF COLUMN CAP ``► SCOTT T. IFELE ' NOTE, STEEL PIPEICUNRESTRAINED ASSEMBLY RATING - ! HOUR ch'.-44'.-; :c. .a � 4' MAX STEEL PIPE W/ PLUMB VENTS SHALL NOTE, EACH ADJACENT COLUMN CAP FINISH RATING - 22 MIN. I!4' ANNULAR SPACE EXTEND TNR,i ROOF BRICK '7 �aOLp!ER SET OUT ALUM, SINGLE-HUNG A AROUND Dr�ENIt Ic`s - I/?' FROM BRICK VENEER SEAL'S L.E HUNG IS OPPOSITE NAND ------ . . / /� 5eia _• __ _ WWDOW W!INSUL GLASS I. FLOOPING OMITTED AS UNUSABLE SPACE OGGUF2'� A ° • 212\.� ABOVE RATED CEILINGS. t/ - BRIcK «2 RETURN BE fi, OREGON SEE D5/43.2 FOR TYPICAL- ,Q 2 WOOD TRUSSES • 24' o.c. MIN 2x4 MEMBERS FILL ALL SPACES W/MIN - ` �. STEEL. •ANGLE EAVE NOTES '-''� TRUES SEARING SECURED WITH NO 2PJ MSG GALVANIZED STEELOF I/4' HIGH x 3/8' WIDE ONE-HOUR RATED / \� MOW JAIL ` --- - )` TRUSS PLATES WITH MIN 5/16' LONG TEETH ��, A3 BEAD OF 3M CP-25 S/L CEILING SYSTEM SEAL - • OR N/S CAULK FLASHINGS --__ �__ « �/ BEAM - SEE STRUC. _ SCALE 1 1/2 1 -O 'I Is....„,-"".......... PROJECTING PERPENDICULAR TO THE PLANE OF THE PLATE. THE TEETH SHALL BE IN PAIRS FACING EACH t PIPE THROUGH CEILING _ \ \ SEALANT 1 ,+ % OTHER FROM THE SAME PUNCH CREATING A SPLIT g . , TOO1 -�` �� ►1 1 ►, ' TYPE PLATE. OUTSIDE TOOTH SHALL THESEHAVE A iij ��- - �' _.____ _.. ___ __ CHISEL POINT ON ITSa= ALUM. SINGLE-HUNG - 1 - POINTS BEING DIAGONALLY DPPOSITEIFROM >=AGN 5/p GYP. SD. �� E WINDOW WI INSUL GLASS - - -- --- xb TRIM OVER 't 33/S A!G OTHER FOR EACH PAIR THE TOP HALF OF EACH DNE-HOUR -• T" SICK "I VENEER Ix SPACEf� L WD r- • ----SPECIAL INTERMEDIATE SIZE- RATED WALL i _ -_. _-. -----.._-- TOOTH SHALLHAVE A TWIST FOR STIFFNESS. # } / CONTACT MANUFACTUR1=f? __-----SHEATHING W! BLDG THE PAIRS SHALL BE REPEATED AN APPROx. �!8' ?'MAX PVC OR I/2' i ALUM. 5114GLE-HUNG 2?-3 8' r WOOD TRUSSES 24' cc. "'� PAPER OVER 1x3 TRIM --------V • CENTERS WITH FOUR ROWS OF TEETH PER IN OF • MAx NONMETALLIC.: I WINDC... W/ INSUL GLASS I-3!4' L •..VINYL SOFFIT " ' '•• `' ••• PLATE WIDTH. CA PA ... . hi) CONDUIT OR MAX 4' SEA,_ x36-3/8'- 1 5/8' GYP. BD. CEILING 'I STL PIPE SEAL - - -_ . PANEL • p4 ` 3. NO. 25 MSG GALV. STEEL FU`2RING CHANNELS FLASHING / \\ SEALANT I 0 i 24'o.c. '"ERF'ENDlGULAR TO THE TRUSSES. SEt;URE ...� a� «, :imp rrlwrrlwlrlMwl . - / BRICK «? RETURN AND ® T -_. MI 0 `' BACKER ROD iv TD RU58E8 WITH DOUBLE STRAND OF NO. 18 5WG STL SLEE'✓E PACKED -BRICK "2 ROWLOCK ND • • % / BEYOND CxALV. STL. WIRE 48'o.c. SPLICES SHALL SE ' • WI MINERAL WOOL WOOD TRIM Ti N. \:`, SLOPED 1'- USE �/ ALL AROUND (� .^ \ SOLIG ON ENDS ACCESS DOOR �, II •• NO. 8 OVERLAPPED 6' AND TIED WITH DOUBLE STRAND , • INSUL TRIM RING - SEE SPECS-' FSO. 18 5WG GALV. STL. WIRE AT EAC! ! aND OF cd I1J FILL AP.:NULAR PO in i !6 GA STEEL, CONT. PIANO HINGE. LA-- - SEALANT ;� �;� \ OVERLAP. OPENING W/ PUTTY w AUTOMATIC CLOSER, I MIN 2' INSUL 3.8 x 4 i/"1' On �;� �;a • • • SEE SPECS. HOLLOW METAL FRAME THREADED i ► - BRICK BRICK '? 3. (ALTERNATEJNO, 26 MSG GALV. STL RESILIENT • 1 PIPE THROUGH WALL STUDS 4 �/l,�' ROWLOCK CHANNELS • 16' o.c. PERP TO TRUSSES. SECURE 0 2 EACH, TOP a l SLOPED 1' W/1225' TYPES STL. SCREWS II 24'0.c. • `� ME AL INSULATED AND BOTTOM Q' OVERLAP 4' AT SPLICES. AT ONE-HOUR DOOR - PRENUNG PLATE o FIRER -HO WALLS BRICK "I 4. 5/8' 4' WIDE TYPE 'C' DRYWALL INSTALLED WI PENETRATIONS �+ND CEILINGS VVINDOW ,aD AND SLL ATTIC ACCESS / VENEER LONG DIMENSION P °t� PERPENDICULAR TO FURRING ORCA • • • �� -'�' B4 RESILIENT CHANNELS- SECURE W!1' DRYWALL CA _ _l----- - -- --- -- '- _ SCREWS 12 N LOCATED A MIN. -.5' FROM SCALE 1 1/2' = 1'-0" UL. "l41 4 '(68 - SUBMIT B2 SCALE 1 1/2" = 1'-0" SCALE 3/4' = 1'-0' SCALE 1 1/2" 1'-0" w ALTERNATES FOR SIDE AND END JOINTS. r 03 • PRIOR APPROVAL " I A3.2 C 5. I' DRYWALL SCREW TYPE 'S' 9/64' DIA. SELF- t;,� B - I BRICK VENEER - -- HOLLOW STEEL I 'col DRILLING AND SELF-TAPPING W/C3UGLE HEAD. J a '. , - T' ,T` W/ GALV. TIES -�� -- ,.,, INSULATED DOOR BRICK 1 in 1 6. PAPER TAPE EMBEDDED IN CEI"IENTITIOUS B ,.J �- ONE LAY!=0 5/8 '4ROWLOCK COMPOUND FEATHERED OUT. EXPOSED SCREW • • �' ! s- - HARDIPL ANK 1-I/2iii INTERIOR1 SLOPED 1' r1E.+DS SHALL BE COVEREDWITH 5/3" GYP. ---�•' •i WOODGRAIN TEXTURE TYPE 'X' 'P. BD. ---_ -- In 1,,,,'„,,,K)::,' qDA THRESHOLD COMPOl1ND. (1) I- 2 . ETD. I I EA. SIDE 'ER -- a / '�! y' 2x 5TUD5 . .T - � �. SET IN MASTIC O 0 ! • • f1} + r(/�►- ii2 PLYWOOD SNEATNING Ih' O.G -� SHEATHING W/ �. _ _ '� q BLDG. PAPER N 61 C %w : ----- DBL. 2x4 STUD LL - oVEF r, ' -I� CELING . RATOC-DERooMSrONLY �� U "� • I a.ar Tar; . �' ___-_--__--• � � 1�- 1� 2x4 ulD - ______N_. firla + �� • N.T.S. -- • -. -- I-1 3 x 5/4 WOOD TRIM STUDS - I�� in I �_' qC • o - I w. . \ Ki11 taI F'NISN FLID (`a • OOR lima c) EXTERIOR WALK ___. ___-- ------_a--ti 5rr*-! -2rr 5,r e - CONC SLAB -/ I/2" If H CA it § TYPICAL ALL INTERIOR „ SEE STRL. ii„ WINDOW• - -- 6 r. 5/4 WOOD TRIM 2 _0 - s �\ / RATED ',WALLS - SEE 4-3 - EXPANSION JI Q L� FOR LOCATION - UL - 1..130S JOINT _______________;4____________ SOOTING - SEE " ' isti STRUCTURAL /^-- ROOFING ON I LAYER 15° FELT 4 ICE 1 •' COWER AT DoRmER TYPe RATED WALL. 0 COLUMNAN SHIELD ON 5/8' CDX PLYWOOD OR 0.58. �Q STEEL DOOR Sal. COLLUI SECTION _ TORI ON PRE MA5/8' C �, -...�. O.G. CI^ . C2 . "— -- .-- -- CQ -• -- - (TYPICAL ROOF) ' 111 ... ,. ALE 1/2 1 -0 SCALE' 1 1 2 1'-0" c , SCALE 3/4" = 1'-0" SCALE 3' = 1'-0" diad SCALE 3/4" = 1'-0" — � . INSULATION BAFFLE (2' CLEAR AIRSPACE) EXTEND TO A POINT I2' ABOVE BLOWN INSUL., 6' ABOVE BATT. INSUL. 11166 1 i3RIDGING AS REO'D 12 5EE D5/A32 FOR NOTES BY TRUSS MFR---- -TRUSS ANCHOR - o LAND DIMENSIONS 14 c.0 B6 SEE STRUCTURAL • B6 �' •83 SOLID BLOCKING, SEE STRUGTURAI.. - rpU __ •8_3/1161111111* Z--- . DRILL (3) 3' • HOLES IN EVERY ci) -.. • 4 )t )( • ,, OTHER BLOCK _ _ .� al NOTES: s+�lr I. IF FACED INSULATION BATTS ARE USED, ! mr -------------- il"' �� THEN FACE STAPLE FACED BATTS. -� 69 0 -� • C INSULATION - I ��,�� /-MTL DRIP .::. 2. VAPOR BARRIER SHALL BE INSTALLED ;� I C Q .- "±" --- 1:-N `� lfGN WARM SIDE OF SPACE -r: • '� t- Z § 1 0 - 4 � 112' GYP. BD. GEILINC 1 6 OCsEE GUTTER I1 _ - WITH NERVY 'POPCORN;' �� 1 '�' 'L ----- — ' , 1 3'-Dr'• BLOWN-ON FINISI4 _ 8 '✓INYL FASCIA ONLAJ /�iw o SEAL TIGHT -- 1... 3'-ID" -'� 2x8 CONT �"' v� l� a r I %1 VINYL SOFFIT PANEL e CO• / LIU CIS r �- ^!- - I - , 2' CONT. SOFFI VENT52 VINYL TRIM iD 0 mA3 2asq ffi cn a, - _/ 5/8' GYP. BD. - SEE�-' FLOOR FLAN FOR • BRICK "2 SOLDIER COURSE SET OUT 1/2' ABOVE BRICK Uv A� ! EXACT FINISHES :I 1......><:<:::!.. R"�: � "1 FLUSH ROWLOCK w .A3.2 I - c BRICK "2 ROWLOCK _ _ • 3'x4' W! SOLIDS ON ENDS (�+ N - MITER C.:ORNF_RS-- -•-.� in 9 l --.1 /✓ F j i ar 61 iy, DOWNSPOUT BEYOND — SHEATHING W! BLDG. Z J - \ _-.� Itt I - r� r -fir r � ( _ - -BEAM - SEE STRUG. y 2x6 STUDe• 16' O.G.- -._.-.__` -`'. I F'ATT'ER OVER _ o►/ Q BRICK "1 vENrER �/� FAX as Z I - - a�rr *� %.'"V ;�WA WO =� I O R-?I BATT INSULATION W/ I r BRICK "I VENEER W/ WALL T!E5 PER SPECS ! - ��■ VAPOR BARRIER - AND I' AIR SPACE TO SHEATHING ON INSIDE OF EXT. WALL---\ jc4i B2 I - _ _. I dc hr'///. �' � A32 VINYL SOFFIT --- 3/8' A/C PLYWOGE� �- ` /' - ROWLOCK SLOPED 1' JD N� 983!6.®-t BRICK "2 ROWLOCK V/ Mg N e•__ PANE1. ---•Ln ----- PRESSURE TREATED i _ i � , -- lxb TRIM OVER 2x6 SILL PLATE -- �n Y Ni JULY 1�1, 15994 . �__ I -� ` - TRAr I$I1ION CAP BEYONDo - --_ ( 2 WIDE GON 1. Ix SPACER �,� '" '"" E3RP/JJ DWT/STS ` lei I -- ` SOFFIT VENT W/ - -- D i r ,� " I y - - - � OCCURS WHEN EXPOSED ON DATE ;. ,V INSECT SCREEN 1x3 TRIM r •�" ,_vu N� -- 3'e A/C PLYWOr. BASE t FLO !i a I _i G OR NG SEZ PLAYGROUNDu: rKt _ �y�....�. f go I CAULK TO 1x3 - FLOOR PLAN FOR EXACT S - BRICK '3 BASE VENEER D GONG. 5LGB _ _ 0 FINISHES c _-._,..,__ / SEE STRIJGTURAL , i i y -COLUMN -- --� Y-}`, WI WALL TIES PER SPECS / BEYOND - OiN • BASE FLASHING o =____1____ CONCRETE SLAB - SEE--\ _ �/j% `-"l STRUCTURAL \�I I � - USE ROPE WICKS ,c, o . • ......_____ . . ., i I ..- L - - h_____________ . i I .11• o+ FOOTING - ! T V I I — ---- 5EE STRUCTURAL i THICKENED EDGE , , SE{FET 130 E - _-� _ - - E 1 CONC. WALK SET 1/2' DOWN FROM SLAB 13,113 1999-0(135.) CXPANg!'O`; �VINT ---___.-_- __�,__i_ AND SLOPE AWAY AT 1/4' PER FT., MIN. g ME'C 1999-00343 SECTION AT SCREEN WALL. TYPICAL WALL SECTION AT WINDOWTTRYTYPICAL WALL SECTION v SIT 1999-00059 - - ..r--...--____. _..- -_ ._.�. _ _ - -_ ___ �" .. --_.-. __'�`-.- D� A3.2o � D5 -- E_3/ " -_. - ----- -- -- — - I'•I,l' Ir�9y-UUb98 SCALE 3/4" — 1'-0" ---- __..—__- ___ —..____. g KIP 2000-00014 SCALE 3/4' = 1'-0" SCALE 3/4D4 " d 1'-0" SCALE 3 4 .711-0" Y III IP 2000-00081 3 (� { OF +E E TS v'I,I,M 1999-0026600081 1 -, 2 4 ..�. r-: 10751 SW 130"' AVENUI.: l w..-_... 5 _ 6 W 9 of 35 IL7O!LDIN - G PERMIT SET JULY 14� 1995 • :: :': '-': --' If this notice appears cic;rr er Ih:In the JUN 0 2 2000 • dOrurnent, the document is of rn;trkiin;rl quality. microfilmed „/ '.IIIII""li"I"Wl°111.IIIIIIIIMMIIIIIr ' 1. 1 I 11 'Iltll ili ' I ') t I I I 1 i . �� I I l f I I I f l 'I!1illli i t I : Il; illi!, t 'ti ; ri I i ! I il� .Ir1 l l i i l iii i1I i (I I I• ! fI l l i lyt l l l i l 111'1 i iiiil 1. .1 _! -,,i-;,;:' • „ .•l ' • ' ' .'c%':•:',.rl., ' . €e !' ' r r � r , I ' I I I l ! 1 I I i �', I'I I' I I 'I f'1 I I I I ( 1, 11 I I I 1 I 1 I I ( ( 1 I I ! ' llllilllr 1. . .,4..,-,0.4.0 4u f '' iM� - I INCH 'i MADS IN ICH INAr •I till ( Tr ,••,..'-',v' •�1 r .+ 11 II I 111111!11 111!1 1 1111 'EII (II II 11!1 1 i I ,ill ililii 1 111 i l'li,!, Illi li'Iid Iiilw it f I ,.,1, ' •,t• r. n 1 l,ll 11 1 , r , ' � I I I I I I I ( I I I Ill. ! I� 11111., i I I I .I.-,... , '� 4,'••:;:'''-4.', ,1.,...,_- .. (Ill. I 1 ,!, - r! I„ .!!I•lr,tll!!Il., .I.,.,.I,., ,.I, ,I ! . , ..fl.. �1!III., lir:�llllll!►III!111{11II!uirlllllll!j,EI!IIlI'!I!!!Ir� lulllll• ,rill', ! lllllllrl •.IIIIL,1, 11EiU; I u 111111 ,rl1i, lllrll II II 1 1 • I,, � 1 r, I,i r !,III,,.... ,,,, 1., , II I ir i:l , ,I � ,• . rA ,aj.,FwMMreN _v1yNJfNN+•,tlrf' r. ... . .•-” ••� r , . '.at __...... • L.....____ �' 6 •III These drawings and the design GENERAL NOTES represented hereby ore the ,. exclusive property of Chfldren'e Discovery Centers, Inc• Reproduction or any use of these drawings other than for I. SEE ROOF PLAN FOR GUTTERS AND DOthe project intended without the express written consent of Children's Discovery Centers. 2 PROVIDE KNOX BOX MODEL •320.1, DARK. BRONZE, Inc. is prohibited. Any �a• RECESSED APPBRICK VENEER TC RWAFOR FLL ILUM NCs unauthorized use will be ` ' — sub' ct to le a! action • /` 3. F'RO✓IDE HELVETICA MEDIUM 6" HILA-1 DARK -�� i515 `" - ; �= (�� I fir- ROOFING BRONZE INDIVIDUALLY MOUNTED NUMBERS FOR .�� r� `=' ADDRESS IDENTIFICATION 'WHERE INDICATED SCOTT T. 1EELE Cy.� 4 ( . �; , A iiii4 tilr'4',1113 _ 4.-.....—_—,.............---] A 0 • ' _ to. a IIS'la i' 11' '1 } ,, A d ALUMINUM GUTTER .� , T f TA1 ►101 ,�.... • '' VI ?r _ ?' flTt 7 ,�, ', ,t• I'l EXTERIOR FINISH SCHEDULE 1 ;3ED OREGON _—_ u . it -.4...,---IL-L--1._�. ... t ' /, ;, �r 1, 1 i t bits.,, _ tai 1 I �� TIMtom.. r \.��, -- 1 Tr-� I ` _ l... �.�-Ir ` _ BRICK «I MODULAR "SUNSET" B1 r 1. ( piT ��M� ! -: ■1 - I - BRIGK 1 SOLDIER COURSE. II _ IL- I i INTERSTAI E BRICK • ` BRICK r.• -._ LTLLJL.-_.__ - _ -- BRICK "2 ROWLOCK SILL MODULAR IRONSTONE'' B� INTERSTATE R! 16 • . . .. .. �, - � �� ! � E E B GK • • A a) ; .. . . KNOX BOX LOCATION / BRICK *3 STANDARD ''IRONSTONE" I ALUMINUM WINDOWS RECESSED IN BRICK BRIGK. SCREEN WALL - ' - BRICK •3 BASE VENEER BY INTERSTATE BRICK \'ENEER - TOP AT T-2" A3.2 '.`1 -- to" BUILDING ADDRESS , FF. \__ N.5 D0)R t FR4ME ROOFING SLATE BLEND T25L . 8 1 BY TIMBERLINE C SOUTH ELEVATION25 YEAR WARRANTY ...,-.........-......661..164661. _ _ _ _ _____ _ ____ _ . __ .__ _ ____ _________________ _ . _______ • .. SCALE 1/8" -,. 1'-0" VINYL SOFFIT I FASCIA TIMBER RIDGE SW 2048 CI •- I ALUMINUM WINDOWS 4 BRONZE ANODIZED • m STEEL DOORS pal r:•. ROOFING s �.Y CO) ., ALUMINUM GUTTERS 4 BRONZE ANODIZED _ _ CI) TM GAlal C't b . _ DOWN SPOUTS 14 TIIIIItM{Lin ',L .RTIS I 0 --__:1 rCA - W ,' ' r n I' II l i lis AN it 1h 11 11',�° , 1 -- IrC— • I I 'g ,. :1.1'1.' rt' I ',, •,y :Jur. t , ' ' i' r t. ' ,!..0 'L:.. '' '+ _ `1 ALUMINUM 1 ' r,,; ' d! ,' I r ,, II' h ! p ;I +I Il . Id . I V • -E ,�--� 1 '1 ,I. ,'�, ' ' ! ' ,I�tC11! ;,1 l' ',`: , ► l ( BRIGK •2 SOLDIER COURSE � ♦ GUTTER ! /- , I 1.-1 '1 ,� � � I , 1 Z , /'� I.I.1 1 I .i._,,,,:.,,,,_, " ._.� �r� ,„4 i. t , a.'i ..l fl . ,!I , I ' ITh t! l '' h ' '1' .. 1 .. h ,!' i, ' ' ' h IV ,.h 4rti4?1! _i.i I -1d.11 ,_ .1. ,,,„„ II'� h+Til' .... I .• 8 r BRICK •2 RETURN - '±IL I -TIr----T— �� E EE '2 K CAP •I I -- �I -I I L . 11- i II - - - I ill - - H --_- �— - '2 ROWLOCK fli) Lii 8 ,.... . i , . ' � BRICK SCREEN WALL BRICK •2 RETURN BRICK •3 BASE 'NEER (164) i 5 t� • P.S. DOOR 4 FRAME G5 isose o us A • WEST_ELEVATION_________ LOGOBY C/41) Ce § li NELVE1ICA "4'1 /`0,. --- -- - - - - --_— --. ___ MEDIUM i GUTS 1/8” 1 -0` - NIGI.4 BL ACK LETTERS BC• :II �I OTHERS 4(nowledge ;0�==• �1 ® •.,..spy .' ROOFING Begnr�ingS ',�=Z �'' `� .. .ice' ilk---, • � A3.2 CO 't Jt. It_ ..� 1' ";t i I'.11, it - TT'Ih ' il'I�h� �I-, � ..---r Lia : ALUMIUI i1`1 GUTTER --- / Y �' � I ' ' 1, /'I '�1 ,{ , , ,1` I _ l,�' 1 ain I`' 12 ��YY•• .�1} li i I 0 SIGN ELEVATION \� / • � '' �Ili.lrl ' ' • I' '..? pi I , ''JL, 'al ' �' ''' ,' ',II�Y I yy,. ., , •, •,, • , , I �1,� , , �. .�.!. ' , t 1 1 •t ' _1 P 1 -tl t ..I, ' 11 1 h',d 1 FA Al11 ,,tl " I 1;' 11 d ,: 111,1 li ::,.!, 14 I✓• :I,. �' I, ' 11 ' li ,I' ' h , I ' p I �!'�I 1, I h{f .I['1 i`r!' I i I ,I 1 I II lm11 I /•• LLI Ir ;i- q� • 1 , 1 , 1 :� I q , - t 1Z. I ,1T , II 1, �p1I; 1A � �Il� •IA ' . ,� J t U , �:�nY t Ap'f , �1(71 , 'rl tJ !1 T[... �L.. i.. . LY.I t ! I'' l '■RW!!YI� 'Ir'■ fY7� . _ C ... (116%) . • cam, BRIGK •2 ----_-__ I � � •� _. �,.� 1 , , ,1 t 1, ,t 1 I ,'I �1 �"�' -` � •ITl' t I 1 • . r• , ,I I ', 1 �• I •l, , .111� %1:1 ,i /l t II 'j , h :i �, ' h;t I !, :I�h I I �i!• ��'; .! t - h 1'-'I �'I ,. 1, heti�, i,.,, J p (.. 4, !, _Li: Aril,`L ' t I' � �,I i ' I t, r , ! , ,,, SCALE 1 /8 1 -0 - --- ! i mow t!lIIar ___ - t� __. _ _ . 1t ., __._I.. .� :. . , •,...__ . _... . , 0 ,. . t /�7..• ., ,I• 9 1, .,.0 -_'. _- 4 . � t " w BRICK •2 _ -- +_ T` - - 1 — ,. ._.. .^-__—I -.z�r _ � Tom.. �:. .i -1 f f � 1-11"0- [-. - �r I jr �� - VINYL SOFFIT BRICK •1 - , I ! : .1) S '.I I J j I I l AND FASCIA km ?ir d 5R1 r'2-- � i it --—'- I 1 I RICK •2 RETURN I I �i I j C B ---- PE ' . w --- - - - - --._, - - - I SLIGHT SLO ON I i I BRICK "2 ROWLOCK I. lI I COURSE . ■■ \-'BRIC.< •! VENEER \ / i!i • :• .i. BRIGK SCREEN WALL ALUMINUM WINDOWS \\--BRICK r ROWLOCK SILL • L. �__._. /�� '�\ - ONSET BhcICK •2 _J • :11 -1 BRICK •3 BASE VENEER l • • .1411 u, v aOLJIER COURSE LI, pro • \•sott.:;\ rn 41 -'- 10" NIG1-i ;G:•aP11'OL iii �� i EAST ELEVAI1ON '._'. .. DLACK LETTERS ® L _ ....�_. BY OTi-iERS r'.- `aha. SCALE 1/8"-�-1,-0. - - "",.� " _ -- - - �` - - ------ - -- ---- lir . • IiiImo. � 10 63' ,. c3' lily - - BRICK •I VENEER OVER cu ' CONCRETE FILL Z • RCS�' 'NC's - L ..wl �i 11n.. Ii: II SEE litCO,-------- - ALUMINUP GUTTER g maAfli ,:i..14-... - 1 4 r� ---- OFFSET BRICK "2 . y t' ,1 II t 11,,1 ii , I Il' • - - `� / �' ;' J.. T ,,,,i ii yl /,'/Qin l1 �`�,, 50�DIER COURSE �o Na • i �1 T`'•1 t"'1'r f fPI II , ` 98316.04 • �j .1 I /, t a , , I , I Ir 'i(1 ? 1 } .,t I r I �i� l I 1 , --__ BRICK r SOLDIER COURSE tr. 41 ., /lei ';Yr`Ita t LI I '�k. '.i • ! ,.1 ,rl �i ') ' �,,'['1 -, ,r TI" ' '1 �'-+1 I� 1. �i�i �. . FIN SH GRADE li 1 ,1 _-__ I __'. `I 1. I ,, 1 - -__- - I K 'I N I --- Y 1 , 1 I I h _ NM " CO "� ' I " ' iYNfYT' r ' ' I T i "i i fl I., .' ii;.: �'�• ', l y 1 I / :',':4,,A7c_ ( ! BRICK VENEER JUL 4 1999 ii; ;. —__ �I111w. r �� CHECKED BY b`?1CK "2 ROWLOCK SILL 3P/JJs CWT/.STS ' • i �- ] �' . I.... _. ,� -i- ---- .. 1�� - j•` ONS DATE �� I I I I� 1 ( I /--- FOOTING - SEE STRUCTURAL D I i D : ' • I , � I .'l � I -.- BRICK "3 BASE VENEER � . 1—J JIC: WOW MININ11111111110.11111.11111MiliMialralk HMIs • n ALUMINUM WINDOWS • 1-45 DOOR 4 FRAME I 11/ BRICK "2 RETURN • SIGN SECTION ( . • ,, � 13111 1999-00354 • • g MEC" 1999-00343 NORTh ELEVATION D5 C �; 1 q9<I-11(1f15U ._._..�� .�_ ... s SHEET N0. IT - - - — SCALE /4 1 9�9. Re, 3 • C SCALE 1/8" - 1'-0« - 1.t,C 1199-00698 V Iil_IP 2000-00014 oil c 111.1P 2000-00081 71:? I'LM 1999-00266 a 10751 SW 130f11 DVI N!11': A4.1 �i Ili 10 of 35 .�.,...�.�.. �..e _ _ �� .� IIIOF 'y,[f - 6) 110 1 2 3 4 6 •t, BUILDING PERMIT SET - JULY 14e 1999 I'Ll . i 1111.. _ 1 ' If this notice appears clearer than the JUN 2000 •.;u rl K•,.,... ..•.-'A',,, w t {,' ' • . untent, the document is of marginal quality. • microfilmed y -1111111111111111H1111114111111111111 i I. � 1 I i �►� 1 ;��111�, Ii �!�; ii�,;iItthIIl;l�i�l� ;I Ii�! i;,I `�,!I! i!i iIill �ii!1I1�1i, ,j!i!?!iI INCH MAOIt IN CH INR ,. .. . _...., - .. � 1 « �- 4 1 C 1 1� 11 ,li�.�_... C to _ araat . !II L iIIIIItIII! III(IIII!!;1111iIII!;IIIIIII!!!!IllfiONIll".!,Iillli !I!III!!!!: !llIII,I !III11!!!!!!ii!i+,II III!i!ilii!!Ilii!!{illi!i!I!lII,,I;,It!�tll!{II!!�It!! tl!It,1I$Il1i �i l !I!I;I.,III 1I1''''I';I!�!S' il; �1t1li"!I�!'; I! "ITT ir IS'I! t ' 'tI lI1!II1II • • I I i i • • • 3 -----2._ 5 6 _ • - I , resrarsc'ndthedesign . represented hereby are the exclusive property of Chlictren'a Discovery Centers, Inc. 7'-6„ -�" 3'_Orr '� EQ. 4r_Orr 2 EQ� these drowirgs�otherr than for i _ use of the project intended without • - _ -II the express written consent of w Children's Discovery Center.. OPEN CABINET WI Inc. is prohibited. Any a _ ____ /— ADJUSTABLE _ _.-_._ -„1111111 - __-- / ADJUSTABLE SHELVES suD'tht to is use actlob. SHE_SEB, TYP. --- _ !III n !'—_ ' unauthorized-ct rl will be i:I ,) 1 it,_ ____4____-1-_21'_______,t. 4'2.1.1_1.._ _i, 2.-0" 4'-0" 4._ 1 A 41-- --ro W, :41 T--. ..__________ . iv iv • li "-.1 L. 1 ♦ REFRIc"sERATOR --.� �0 ill! �'�'�• fel 3315 C` SEE MECH. .-- - u SCOTT T. TEEIE , , LIII. _ii ....-1—] A _ m._.,.''A E_�_ ! ' = II' _ j, `nFA3RIG TACK BOARD FABFzIG©RK BY �Y� MR �56‘ • - CLARIDGE 'F5ll [PTL� TG� MRU. :� e li i9 - _, -_ MISTGENMR ►r!1 -- .••r! ^ ��•� •—�__. - \ • n N Ae.l � �, _-- ''` Tana �, �7Y A 1- r • KNEE ♦ i •y -----+ ♦ - 1DRIOL...1 -. —___ — ,ti SPACE s BILE DRAWER � m m '-� `9 T�ji L ' — 5'-9_:______.4 — - - TY*PICA _.._1:1"...__L_ „ ,' . BEOREGON,DOOR `-� OD6 ISOLATED VANITY SPLIT VANITY — PERPENDICULAR TO WALL SIDE WHERE P.TD. SPLIT VANITY INDICATED 48.1 SEE PLAN FOR HEIGHT - SEE PLAN FOR ORIENTATION - SEE PLAN FOR ORIENTATION - ADD BUBBLER ON !_AVS ADD BUBBLER ON ADD BUBBLER ON ■ p g •AT LOWER HEIGHTS LOWER LAV. LOWER LAVTYPICAL CHANGE TABLE TYPIC�,L PREP TABU TYPICAL Al --: __ -__ A2 -- -- OFFICE TYPICAL A4 VANITIES SCALE 1 4• - 1 _0 _ -- --- . . / SEE D4/A.8.1 SCALE 1/4” - 1'-0' 4 �-1*-0" ___ _._.--__--.__- C • / SEE Chi A$.1 SCALE i/4" - 1'-A" SCALE 1/4" = 1'_0»___------ _-_.--___- --- ---- _ ,� SCALE 1/4' = 1'-0` SEE DETAIL C1/A8.1 0 • (1) 5 __. . ABBREVIATIONS + a a.ct 6 _ I PTD • PAPER TOWEL DISPENSER GB = GRAB BAR . rail CO • - _ MR MIRROR STD • STANCARL SIZE TOILET (— D3 FRP • FIESER REINFORCED PANEL DF • DRINKING FOUNTAIN0 . . JR = JUNIOR SIZE TOILET FE • FIRE EXTINGUISHER �- Ass 1 TPN TOILET PAPER HOLDER HC • HANDIG,C a TOILET WIRE -- - , Si-1ELF P7AINTEC GF' BD. PAINTED cT P. BD QTY L PAINTED GYP. BD. / WIRE PAINTED GYP BD. 3 '4 _ 3'-4° 3'-4" , 0 1 . - CA L SHEF • 5 IE F 1 ---- 1 FE r i3z • a i 8 B 01 ~ FRP — J _6„ ' FRP FRP 3 _ GB l'-0' �4 SINK e0 .4t 0 • f-- . R .-. • • = JR I A-I� mil <0 I ESTD 11/?" �____-_ -SSB - -•6 a: Thi - _ �F] - iiN J _ _ _ > GAP .t I I - 1 I i 1 CF A x • ♦ ♦ --- — • SEE PLAN FOR ORIENTATION SEE PLAN FOR ORIENj..._ 3'-'0"TATIO - % (1) Cr) C13 N '.■e.,� GRAB BARS AT TLT. •5 ONLY FUTURE GRAB BARS AT TLT. Irl ONLY - PRO`✓IDE BLOCKING ACCESSIBLE 0 Lij (1/4..5 /` . Bl JINOR TOUTS - IV #4 AID #5 TYPICAL CLASSROOM H.C. T -4 ARTS - OM.ET _ �SB5TYPICAL t c DRN(IIG_FOUNTAINS-- -• SCALE• �4 --- 61a6 FEE .. .. SCALE 1/4" = 1'-0' k SCALE 1/4" = 1'-0' •r C#0 • • r-- MIRROR TO BE TRIMMED IN 1" WOOD `: ,. — BULLNOSE TRIM AND PAINTED 5U1M@?5 - w ` f------ _ • / --� . . , . --- - __ WOOD Sa-#E;L V INC VINYL W.aLL COVERING �/14'L WALL COVERING / VINYL WALL COVERING f .. . PAINTED .. . . . :. . GYP. BC. PAINTED GYP. BG. PAINTED GYP. BD. - -- IY PAINTEC GY- Bp. PAINTED GYP. BD. til v - t r;--- '1 } �.. 3'-C' �-- 3,_D.r• Q �, - DELETE TOP ! - • 3'-@" _ -WIRD __-._-- 2 -5 LF c0 It f - ___ '_ SNE c AT SHELF — - _� CLOSETS WITH __-- GB 1 MR cv -- - - _ i -- — -- LI' "__ -14 --'--I - 4 ' r7- - FF'P __ 1. i GB T --— — — ____ _ 8 FT. CEILINGS12,1 - - _ � �I—�� • GBu., �` (5,.. . a . 14• -� rA' 1�" 19"Mal 9 `�' %sB /' , 2"4" 1-4C.- C FRP ' _ ♦ �I FRP �-T� --4- _ a♦ s - l ♦ FRP 0 _ r-______ FRF, C • JI � T eQ • cc TPN dJ - i-4I ,a -' 1 --1-ç7Ar.4 E ,,,,,a- 1 • ill NNW. u, TPN cpe ` MOP SINKr ! -- A51-1E J` -,- •L - , -. SEE PLAN FOR ORIENTATION �.. SEE PLAN FOR ORIENTATIONDI ACCESSIBLE LAVATORY DE i AIL SECTION o r TYPICAL HANDICAP CL435RJOM TOILETS TRUEBRO OR EQUAL "101 AND "1ACCESSIBLE VANITYCol 45.105 IF REQ'C VINYL INSULATION KIT - WHITE . CO 2 Lli 'T- u, . (/) co REsTRociAis - TILTS. #1 AND #2 CLASSROOM TOUTS 10/3 —�„,) #12 W LAVATORY LAMY irc o+ SCALE 1 4” = 1'-0' SCALE i/4" = 1'-0" ,._..............-----......... 0 — Cb ,, / SCALE 1/4" = 1'-0" SCALE• 1/4" - 1'-0" -SCALE 1/4" = 1'-0" Q cc SCALE 1 4" = 1'-0" • . owiii . 1 FE , 0 cv . 2 ,. .. ... , • z ML SEE 5 W/TRO GWALL -IWC�I4C 1"fETr'c0 5 TIERxl4"H SHELVING WITH H '5' HOOKS E~ _ END BRACKETS BRITS ERECTA FINISH 4 3 -3" 3'-3° �- SEE PLAN FOR SIZE -- �' HOODS - DIRECT VENT 1 1 I I i I I SEE MECHANICAL 5 EQUAL SPACES ,- t _______ ___ I • z FRp FRP 3, Orr it 3'.:0" 3'-@" ✓ / FRP FRP FRP I , '� :i..i� -_ I I • i vS �-- f _- - -- 8 i I i la ►�0 9t331�c,.04 0 • N `0 , > P - "� FRP r al A I ! ' �. I i FRS . ..._ - v u - ? JUL` 14, 199 v c • .I,.. - 1 �- IL - 1-! ' t , ® �..... I RP ,p„•.r...�,,,,_,_ •,..'. • • • • • `NEG�h"D EY to D FABRIC TACK BOARD -**- FABRICORK BT �' _ — _.—�_ '� 0• BRf' J..S DWT/S?S . • • --_ r — --- MI REF ERA' R/F i vi Ns ~I t-'4 ''.:J• ---- --- C'LARIDGE '�51� �' J -- , b o o e - • • • • • •. ....... ..o.... - - F�� -_�- - DATE r- - "• MIS GREEN , I _ - - 1 I — III - -� • .. ,I IEE �" KNEE (� f t .---T Li-- 1 - , _ -- �.Y...�, _ , _ D o• -I _-- ..oPACE SPACE s.. FILE DRAWERS, rrl 1 I U DW i - I 1 l 11 0 TYPICAL _._-_�___ y Lm. !p ..,.....,. ...�..,....w if T-_ I 11, G6 A a NOTE C • — -- AST 1 4'-@" PROVIDE SQLII< BLOCKING I • cD AT ALL END BRACKETS 4'-@" RANGE '11 -1 , FOR WALL SHELVES D? _I ' STAFF KITCHEN A81 S►�EE' NO. • . c°I3UP 1999-00354 D1 ()2 .. -� MEC 199,)-00343 SCALE 1/4" - 1'-0' — _.SCALE 1/4" ' 1r-0w _ ____________ . ... SIT 1999-001159A 561 . . ... ..I,C' j999 UUbyK - - - rel/I)2000-00014 _ I�(il'�000 oo�s;I _ 1 1 ......= in�sl SW 130rn AVENUE 4 I'l I I of 35 611111 _.._ BUILDING -� - •1 PERMIT SET JULY 14, 1999 • If this notice appears clearer than the JUN 0 2 2000 • • 1 •, &dint III. the (locomen( is of marginal qualify. microfilmed y }il 1 I I'! '! ( 1 !I ) ! ! I I Ii! I II{ {. 1...{-. ! 111 •!' 11 ' . 11 j ; I ' i j i 1' i I ( I iiI! I; Ir A+' � ' � : 1 { 1 I I ! I I I I I 1 1i1' Ir1I! rji�ll 111111 Ilrtli { it ( ; ffji;; i . jl; :llifiil . iiijl ,l{ijl� ;l ljlilfil .jlll,} IiijlElllll}. (i' ll , .I1' llill! 4 yi . ` ' r INCH MAO[ IN CMh�A ,� •rr�I, i u ii—IT,—ii' fl tt �` . 1 IF 11 -, A 'he-3' ,�...�"•� �� I I I Ill � I I.. I ,, I r t. ,, ...,i ` I ! i II II it lil Illinr i I I 1 I it r i II h r. 1 I' Ilrl i iliill lir. 11 It II I II I Illlrr I ,tnl,, n,l r ,11111, Irrr �I .rll nl n r I In r ,r - .. ,�•, :, -.{f11111111�1111 IIII IIIIIli�;!l,, Ilil�ll,l,lllll!!. .I. {„!lIIIlE..,lI�. ,..•,II,III!,1llltlil.f�,Ell,lll,l.11ililt..�iIII.I,t..lil.. .f1111.1.1L..•IIIi,!lulll) Il...,1,.111,.111111,Ifi..1llllu,If�t,r,rill,,:r„IIIrEIr,,...rElll��,rl III., . ,,Ilrrrr.Itll..rrr.11r„Irrl,lllrllrrl,l . ... _�... • . ' . • _ . . . • . • .11111111111111111•111.1 . . , • I VIMMII IIIIMM ....___._._f :::...__.._.6 . • 2 3 ------r------- 4— 5 ill - ----'- Ampos.o1. JIMMIE, . • . These drawings and the design . • represented hereby are the. 11 1.-0" ic 1 exclusive property of Children s m Disco . Centers, Inc. Reproduction or any iise of in these arawings other than for • Fuenommeemee).... the project intended without • --- I 1 '\. , • the express written consent of 4•-1251' lish •N''''‘. -- CROWN rioL ,INC3. / ALL AWNINC3S TO 7 '6-i . ./, /7- ./../ /1/././,->.//.77.2/://7- / //, ChIldron's Discovery Conters, T1 P - SUJ 1'10'25 / RETURN ON SIDES -1 b Inc, is prohibited Any TYPICAL a,' im i unauthorized use will be sub ect to le ol action ...Ail vIll../"...,..........e.",,, ,,,,___ AI —FABRIC AWNING ON i/ ,,,9 N ____ ,Elkpi I I -1 6,0 : 1 - /• , '// //,'; - METAL FRAME i I 0 Cultural Arts arid Lanauago__ _ Rld - IF__ 1\ C4-4, -f_ 'S°3)315 v _1, • 't‘ 2'-10" • A , _____,N, . A liA 44-T- - ALL AUJN1NG5 :AA , xx-------.1 [. ---- vIN'TL SHUTTERS TO I /- ix& - SW "1025 1. - -, ''' ' SCOTT T. TEELE _--- 'FT --- I 7" TO RETURN . , 1 / --Tf., .. 2.-6.. n RECEIVE SU) *22ha , „--- -+- ( I -is . - r• ON 5IDE5 TYPICAL _ . ... •• '' A • (1)j -- WOOP TRIM - SEE / • - 1 --,10/ ,.)- lx4 APPLIED - CUSTOM SIGN •• A °I, "SILL DETAIL r 1 ---1 r :. - . . — SW "226E3 .411------ MOUNTED TO f';>>, BE D, OREGON ki) til Vr AWNING FRAME - 1. L 1 Ca Za SEE DETAIL kJ ii) (4' OF 61/4' [...=:,---2: - --- - -------v .--] -, _ _ ... __\.-- :0 . NOTE. --- 24(2 BASE - ALL CORNERS SHALL BE SW "1025 II 01 0 g EASED • NO 51-IARP CORNERS 4'' 6'-0” # .' 1 ,i, 1 ......_---r --- 1 — .., J 1 .... CORRIDOR SIDE SECTION _. __ SILL DETAIL 1.-6" S'-0" l'-6" § 2 A._ , FINISH DIMENSIONS TYPICAL CORRIDOR TYPICAL CORRIDOR (1) t v , TYPICAL VEW MOW (ia TYPICAL DOOR •• CORE ROOMS SECTION @ PLAS'TER SECTION @ AVR1NG & DOORS +we cs:t I Ai 4111/MINNAINIIIIMIMMOMINIW 11-0 .....) SCALE 7/8" = 1.-0" oE 1._0- A6 -SCA_LE 3/8" = 1.-0 cl Z , • 7-4 c° l -6" , •(' .4. -1 0 _.. _ _ ___ i. • , .,...7 - ---- _____ ___ _____.-1 r- -gsmermils — i -- ---- , ALL AWNING 0 1 — 1 I v FABRIC TO , — N. ____ . . ! 7`-----11` CA \ •N : -__ I RETURN ON s , . , • • ,- : , : , , , , , , % /,/ /// •// •/ /' // • A,2" iv//, / /,/ .//1, / / , SIDE5, TYPICAL W ; MOLDING TYPICAL IN - - AWNING GENERAL NOTES ENTRY, LOBBY DRAMATIC PLAY 4t D • , 0 Cuittral Arts and Language 0 cc-- r-------7 N AREA AND ALL CORRIDORS I` ' / L.--.<? Creative Iits C I 1.1 • C.) ci) B _ • ...±1.7 A. • ._ OPT IONAL AWNING SOURCE: 4r s W. STRAUSS - CANVAS AWNINGS ....I /I-- /k 14' ,„ _._. SICINAGE I -6 ' B ' , . ,,,.. '''' '''''If''. )4- ! '1 i , ' T_J- S ., ......, ... ... 4 „: _._i --........- ---- N' 0 FEHL I r — SUSPENDED WALL BEYOND - < - FROM AWNING 2 AWNINGS SHALL HAVE WELDED \411 FRAME STEEL FRAMES PAINTED WHITE. . , . i I A FABRICATOR SI-IALL PROVIDE ALL 1.- 2 Li p , . • ----7., -..... .. - I ' f _ - PLATFORM HARDWARE AND INSTRUCTIONS /IMMO _ II- REQUIRED FOR A COMPLETE I I w p, 1 iA 1 494 INSTALLATION. • (1; ir,1 1-4 ,-.1 3. AWNING FABRIC TYPICAL ALL F- (") , • I'-2" 5.-64 11-1%.,___ 5 -6" /1'-2"ar 1,..6.,i l'-2" I . ammo • g AWNINGS- ' I ..."r --1 12 -C. l'-6'' I JOHN 501-LE CO., INC. PATTERINI• MAIN STREET I EASE I +1114 0 Cfi 8 WOOD TRIM - I I NUMBER: 6361M5 SEE "SILL DETAIL" r,---- un- iccce 4.§: Ti COLOR. INDIGO, TURQUOISE, WHITE , . ,L --.......... . r 1 inimiN . . . .. _14 / , ..Q • . , l'-60. - ` S'-0" I, l'-6CARPETED PLATO ---- ' 4 : 111r11116tiilklli • • E33 • FINIS1-3 DIMENSIONS ',53 - 6" PAINTED WOOD BASE WITH I - E4.5ED TOP EDGE, TYPICAL , (3) TYPICAL CLASSROOM ENTRY /2E1 PLATFORM WALL _ SCALE 3/8' .1 1'-0" SCALE 3/8" = z . . ,--. (-^ . C.; . I ' r i I 1 , ,.,.., ............„. CNI V '--- P I L A 5 T E R •--- ., v .--) 1-4ATCHED AREAS INDICATE w C 3/4" DEEP RECESSED AREA/ 1 2" 1-1ARDWOOD -01-0-- 0 S.-6" el: BULLNOSE EDGE To 111-6" 1 1 Creative Arts /1 0 A I :.- MAC 1-1 (WIL ' OS-6O,) 1,l'-2" • 2 -0" 4 04" • 1 22" 4 22" 4lit" 2 -2" ,4" 22"...24i': 0 ch -0— (NI C.,-) . ..._ ' . ..r WILSONART rwa.-&o 1 I 1 1 _ ,...:_.:. --.. % . -N . II SANIBEL MAPLE g ....... < ‘ ..... ,. .. .-- 1 il PLASTIC LAMINATE \ r Usi ''' 1 .;; . . .., _3._ ' 03 alal i"- I COLORS ALTERNATE . i.,.4 r 4) Jt _ ki) 8 4a lia. _J .7., i ---:- c' 7741'•'',"" 1 _ ' ON DiamoND AREAS A . L. ,„ k 4 41 ----. ._4.,_ 1 ' -(:•41 . ,. - T TYPICAL ENTIRE DESK en :// r irl ILI LLJ ' ,-, . , _ wok - " "tam. 14---- LuILSONART "D4I4-60 . i••• CUSTOM SIGN DE AL cc . --------'''- ' I sHOGLIN ;t 4._ 7 • C., -t---- ....4_,:, r— _ I- 1 C4 g i OCCURS ID 5 DOOR / LUINDOUJ CONDITIONS WILSONART "D455-60 ' :7) .-. N 0 : — 0 MONTPELLIER 4) SCALE 1 1/2" = V-0" ILI 1- 1x6 PAINTED WOOD BASE rn WITH EASED EDGE .1 LL CE -.Q. • en COLOR. S.W. 1025 1 1 ......... ci) Uj , ORIGAMI WHITE Ir-- , 0 Z (14 .. ... 2" HARDWOOD E:sULLNOSE RECEPTION DESK z 4" y 2 -0" 2'-0' 4" 2'-0" CONTRACTOR TO VERIFY /-3x3 WOOD POST EDGE ON TRANSACTION iit 4' -.0 SECURE TO CEILING -I VIDEO MONITOR SIZE AND hie 1 LEDCAE, TYP. ________ I 1 1 • --- \ GENERAL NOTES 1 COORDINATE .,PENING . I I \ SIZE (APPROX. 24" DEEP) I 1/2" VINYL BULLNOSE \ N. -- . I. - . " EDGE TO MATCH ' OPEN • I ALL EXPOSED SURFACES TO BE (-;., PLASTIC LAMINATE ,4T \ -./ OPEN OPE,N OPEN --- VINYL UJALL COVERING COVERED UJIT1-1 PLASTIC LAMINATE TO UJRAF' INSIDE AND -ff Ir-6" i-4 .4*----/' -- ---1 BACK OF OPENINGS N° S8316.04 -r_ PILASTER 2. ALL SURFACES EXCEF'T DIAMOND --,Z- . LJ l'-2".1, 1'-2"t 10'-4" ii::., ________ _______ BEYOND/ im_ SAES TO RECEIVE UJILSONART 44„ JULY 14, IcaSS . .-- I , A, if-- /7- 20" DEEP PLASTIC. "1908-6C SANIBEL MAPLE . Cn , OA A AN BY CHCCKED 6 Y . LAMINATE COUNTER LJ1TI-I 2." At 7:1? 1 ) OPEN BRP/JJS DIJT/STS (.., .... 5'-0'' , 2 -6"_ 4_ , 2'-'1" 4,11-2" 11-3" _11:3".1,11-2"4, 21-3" CII. 2'-"1" 1'4" WOOD BULLNOSE EDGE TO / - .r 3 TRANSACTION LEDGE Si- LL BE 2" THICK UJITI-I A BULLNOSE E;)GE orosiOnis 0 A TT • .._ MATCH (wiL..910a-oc, , - _.......:, .) D _____ D C) = _ _ -: - 1 -, ND •-[ .....___ . .n 1 -- ' i 4. C...)ESic. UJORK. SURFACES SHALL ---------- LOCKING CABINETS I '• in .0 4) , _I.7_3!______, BELOW WITH RECESSED 4 . - BE I 1/2" THIC.K WITH A BULLNOSE § - N.-- . 0 17.7------' — r. • • FINGER PULLS CLEAR SAFETY GLASS . .c ' EDe.:3E 1 L.. of' , u i --------------- 1 - 1. -4* iN I ------„_____ , tn. _ ___ ‘u,H4._ r _Li_ ----;`,;LL _ 3 -- LIJILSONART '17908-60 _ 1_ . _ ___ _______ FACES 4 ---""------- RECESSED 154e.).E I 81-4. sI-6" 3" x 3" WOOD FRAME— ' ..... . 4 * ,1' LOBBY mil CLASSROOM . c. . 1ii,p 1999 0035/ e .. c MI C1999,00343 t' 0 FIFC13)TION DESK DETAILS MONITOR WALL BIVA'T1ON (34_ INFANT ROOM PARTITION ...... D4 Tri 1 ( 0),-00618 SCALE 3/8" ... 1.-0" SCALE 3/8 dr 1'-0" SCALE 3-/PI—;. i'-0 A5.2 -Iltill'2000-00014 . c ,c 01 IP 2000-00081 1'1,M I999-00266 '••••=1•1111••••••mliMir AMIEMMINMENIMMOM IM•11110•1 411111101,1•11•Min Or SREETs 10751 SW 1301" AVENUE 1 2 3 4 97- 5 6 ---- - . .. i • . 1.101111.1001111111111110 •••••••••1•10101011.6.1110M•••••••••••••• MA . r(1 I 1 Of 1 5 • Lt.4 BUILDING PERMIT SET - JULY 14. 1999 • . . , . . . I . .. . Illa . , .. . • .• AI , ' . • • . , 1 & . • •• .• . ' i 46141"6"4"0441""4164414******0 I gt '? ';/, • •, If this notice appears CICIIIT 41311 the : • JIM 0 2 2000 '„ • : . . ' ,' ' ' ., ' - ' ' , , Ii :. • ,„,, ,.. . „ . . . document, the document is of mat.ginal quality. • . . microfilmed ,, • . ' ' - ' ,- ,-,, ,. 1 '' ,,.:i ''' .,,,,- - .•,'-• 1111111111r11111111! 1' 111111 . . . . . . . • • 1111 I • . . . . — li : — • 1 .1;,• . , IIIII,Tifinv,,i1 I ! y ' I 1, 1 TT !IIII.;17141:1 plii, C11 ,111 LI ' HI 11 ! ,,111 .I ; 'I 1 '11111111141111Illifill1 •' - ' .. i t°,•,-1 ' . . . • 4,,,• - i • , , i • 1 . , , _ . . , i . . , • , • . . . ••,. i., i Sy , INC; I MAK IN CN INA . • , It. 1 1 1 em 4 r s T , 1 ii '1 , --"Ts.- ;IV-, u , 'ii , IT , ,- IT 1 I Fr; G. —, : , II Tir 1- .—, fir ;-li ' ' ,• 4j;,1,t ,',*' ., , li',',.,,. ..' 11111111111111111110101111101,1WIIIIIIIIP!IIIIII I 1 1111Iillilit101.--allillifithlhiiiiilititliplilhiiiikii!!0•,•iiiiffilinPlitlimiiiisffittititihnithiihwhIti linliuilitiiii:;;;Iii:!!!1:1111i1v!lilitlffiniiIIPII :IINIffiiinIlliiliwIllitInti1:101! ' . . ,.. , . . 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';,-„litfu4.•otlw'w>tY'f.a764tac,,,:. y.e, .,:..,,0,01,4,i),„_ . ., .. r \” • • ....—. .e , 7] 1 1— .wow.• _..........______T .. 2 [_. 3 4 5__ These drawings and the design , HARDWARE SCHEDULE represented hereby are the -L3 of ( tNdr 5.3 _ ._3.._ __ 6 l 8 exclusive Discovery r eCanters, Inc. 4 5 9 10( 1 p 3'-t'c'►' 3' t'd" 41,2'-Q111 3e ®u �, 0n 3 -�u HINGES: HALER 881219 4-1/2' x 4-I/2" x L5 x NRP 15 PAIR C 0_2- - O o t rKC r dra t g o her han for — SEALING NOTES: — -_-- - �• HINGES- HALER 05812 19 4-I/2' x 4-l/2"xL8 - lb PAIR ■ a tthe projeclt intended without � • 1` — - -- - I INTERIOR - SEAL TOP 4 5OTTQM OF ALL BASEBOARDS AND WAINSCOT TRIM, ALL - - 150-113 - - - -'- - rI,E express wr tten consent of g4 = r 1 HINGE, HALER x US 28 "SAFETY HINGE" 0 0 0 o 0 ___�u l !'-9' INTERSECTIONS OF WALLS AND CASEWORK, AND ALL SIMILAR CONDITIONS INSIDE. -- -" - - 111 - - - ChNoran'a Discovery Centers, PANIC: MONARCH 18-R-LE-DANE x U521 o Inc. is prohibited, Any A3.t ' 2 EXTERIOR - SEAL ALL JOINTS IN THE ESUILDING ENVELOPE THAT ARE SOURCES OF PANIC: MONARCH FIB-R-N U532D o nouthorized use will be • ' - t - SAFETI = II ,RI C3 1 �,y .----SAF{-TY GLASS AIR LEAKAGE, SUCH Aa AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL ----�- - - --T --- - - ■ ■ -- sub ct to le•ol action. 1 ��, ' VIEW PANEL CAVITIES AND WINDOW AND DOOR FRAMES, BETWEEN BOTTOM PLATE AND FOUNDATIONS, LOC.KSET: FALCON 7561-D x IC x U526D • • CO-, i GLASS to I j I --,- 5AFET� gIM BETWEEN CEILING AND WALL, AT ALL UTILITIES THROUGk CEILINGS AND LOGKSET: _ FALCON F5e1_D x L1926D -_� -i_- o III `9 `fl i GLASS ,p n WALLS, AND ALL SIMILAR CONDITIONS OUTSIDE THE BUILDING LOGKSET: FALCON F56l-D x I�26D > iy �1-11 LOGKSET: FALCONFIOI-Dx U826p0 111 III :''''Ce-'°-1)3,XOTT 0_ _ , 41 _ 'I. SiEEIE �� LATCHSET_ FALCON F30I-D x US26D -___,______ ■� Pqr A �__._____- ,4--.. -_ ` Q - I J CYLINDER, FALCON RIM TT PE C952x IC x US3?L�__ 0 �� OM G4 CLOSER:__-- LCN I461CUSH A —.------ - -- --_ ° ° _ e o O O A3_ CLOSER: LCN 1461 DEL xSNB x AL • __, C D E �- --- CLOSER: LCN 1011 x SN5 x AL , BE G, OREGONiir-2 ■ ' 43.2 METAL INSULATED FULL METAL INSULATED PULL �/4" S.G I-3/4" H.G. WOOD 1-3 t" H.G. WOOD THRRESHOLD: PEMKO I,IA_-_ _ -- - o OF C-) ' LITE DOOR IN HM FRAMEOOR SWEEP: PEMKO 315GN 0 0 r LITELi7E DOOR ANDaIDELIGHT WOOD IN NM IN HM FRAME IN HI�t FRAME _ _-_ -- IN HM FRAME FRAME ONE - WTHRSTRIP: PiT'rr ' 588D _ _ 0 011 AM HOUR RATED ■ --, STOP: _ BACKGHEGK IN CLOSER 0 0 •5.3 STOP: IVES 436PA28 OR 4191.5PA?8^ 0 o 3'-�" 3'-m" 3'-m" --' _ ® O - - j'-01 1' 3 "O" KICKPLATE:_ 6" x 2"LDW CLEAR PLASTIC - PUSH SIDE 0 o ■m o yr y --- ___,j. 1 SILENCERS: GJ64 -------_.__._ fl I ) 0) i . - O O O •IEll • B -___) § .. �_ C3 - 1 PUSHPLATE: • TREGQ PPG03 x U528 --- __ EMI a ■ -' 1 "AF'TY A5.3 I 64 PULLPLATE: TREGO PF'6@3 x P206 x U528-- - _-- -' 0 i GLASS r" `-- MULLION: 'REMOVABLE STEEL o SIM. I de 4) y -IIII S►! _, �� I I� �} GLASS _ _ 51M mei aDi - ------- - --- - _ _ ri) . SAFETY --_�- -- — — --- . . . • . ....f. �` `fli 1. PROVIDE 2 SETS FOR "10 (DBL DOORS) 1 /0 1 A32 2 ALL EXTERIOR CYLINDERS SHALL HAVE A f1._'- REMOVABLE CORE - FINISH TO MATCH 4.4 0 • 'I` '� - D4 "i• ADJACENT HARDWARE. w C' / O •5.3 ® CI) 3 LOCK INTERIOR AND EXTERIOR DOORS SEPARATELY. OFFICE m y AND KITCHEN SHALL HAVE UNIQUE LOCKS. Csi) • .• METAL INSULATED DOOR I-3/4" S.C. WOOD FULL LITE (2) 1-3/4" S.G. WOOD FULL LITE I-3J'4" S.C. WOOD FULL IN HM FRAME l'' ; � INTERIOR DOOR INTERIOR DOORS IN a1. FRAME LITE INTERI7R DOOR W/ SIDELIGHT TO MATCH W/ REMOVABLE MULL IN HM FRAME I / - LAY-IN CEILING OR 0 i CA IN M FRAME • sk I H \ GYP BOARD NOTE& \ 5" CROWN MOULD N . l 1. SEAL TOPS AND BOTTOMS OP ALL INTERIOR DOORS. 2x BLKG (CONT.)2. PROVIDE IVES •436 OR 1'401 STOPS ON ALL INTERIOR DOORS. RUBBER NOSING-- `GARi✓ET I ``` B J • 3. SEE PLAN FOR DOOR INFORMATION- 1/4" �� GYK'. BOARD ON 3/4" &TURDI-FLOOR r 1'4" PLYWOOD OVER- GLUED T') JOTS T5 WOOD STUDS DOOR TyPE __. i HARDWARE SET 2x6 PT FRAMING r _ --'- 0 0 - CARPET - --_-2x6 PT al 16"o.e. :d) m 'I RIPPED TO 5" z 1- .� CROWN __ DETALCil U. '.DOOR NUMBER B4 - -- V •-I (11) LU 0ti 4 MOUNT PANIC BARS, LOCK-SETS, PUSH/PULLS, ETC AS LOW ASISCALE 3" >. 1'-0" . § • ALLOWEr FST CODE. 1) • 5/8" GYP. BD. --- -DOOR TYPES PLATFORM DETAL E �• • �� g SCALE 1/4" - 1'—O" SCALE r = 1'_0- -- --- _ .--_ - i C101) Ce § •Ii" .. 0 EACH SIDE --------- HEADER - SEE ' Lif HEADER SEE - - yTl@tiCTURAL - STRUCTURAL I — - ------ �' 41s- EQ. � EQ. ` EQa,r 3" WD CASING i B2 HC'LLOW METAL ' 166 Mk 5/8' GYP. BD. EACH SIDE -- --'� FRAME E �" 9'-sD" 3'-p'' --- HEADER - SEE _ e - — - -- ,� f--'- _ - l — _ WOOD TRIM / I I -- r F- ! 9 STRUCTURAL FRAME --------- I 1/4"i_ LAMINATED z C-' I ( �-II _ �� _ ______L_ I - = GLASS -- A w w • Lt 1":\1;) iii --- 1 _ _ �c �— __— -- -- -- U 1 _1 1r- ' 1 I I� I -� ®1 �J �_i 7- 1/4" LAMINATED �, - H d---7-, _+ _„� t HOLLOW -- _v �'- I GLA55Ci '_ ) _ LJ i A _ I I I `'lETAL FRAME • iIV ... ,..,, . / C �' I -� !� I I I 1 , II - 5/8" GYP. BD. �' - { DOOR - SEE `� E�=,. SIDE _,-- C I 1 `9 - ( I I SCHEDULE (� i•-• I i, 11 -1- 1[ III _ Di __ - - _._ i 5/8 GYP. BD. , • EACH SIDE _________"--- a.- __ 1 usL. 0 C4 VEW MOW DUAL JAMB SIM. 0e) !!f�1 �I�IIt1 DOW• LoE)CTERIOR NOTE: EhTERIOR 1 �CRt1AERIN �/ HEAD JAMB SIM. I �' Z • �a-1 WINDOW FRANCS _ JAMB SIM. • w yHAL L BE WHITE. 1 SCALE 1 1/2" 1 -0" SCALE 1 1/2" 1 -0" SCALE 1 1/2" _ —O" — — -- — - itie, i 01 FRP ON "WR" m = Pm FF PI `'' I =c I-IM FRAME ,k J -5" - 'gyp DRYWALL CASING FRP ON WR Wif I - -_ DRYWALL \\. PRE-MOULDED CC • - � --- --- + I � ---- 1--� _--' QUTSIDE CJOf''NER 1 6 . . • cJ PREMOULDED H-CLIP : O ti n c0 T COMPRESSED CARPET SLOP AT TOP OF _ I/4" MAX. BELOW THRESHOLD cv N • - - FLOORING BASE - + ---- 2x4 IUD. STUD +• -SAFETY GLASS r I CS -S =ETT GLASS SAFETY GLASS ` W/ I"x1" WD. -- • c r- C5 W/ I"x1" W'D. !,��Ey GRIP INSEQT `� W/ 1"xl" WD. FINIS EvEN�R -— VEA?1CAL. DIVIDER OUTSIDE CORNER _ .5,3 GRID' INSERT moi/ m GRID INSERT • v, : DRYWALLS:-------'---- ti �J O 3 O e 1111(/11 �'�(�III'lllfll(IfI. �. FRP ON "WR` M In t - .......WC.....".."'".." "'..." INTERIOR THRESHOLD ��,�`` .04 1 ------- 5/8" GYP, BD. - - DA JULY 14TE , 1999 FRE-MOULDED `-PREMOULDED H-CLIP H ,k -2 I 1/41' MAX INSIDE CORNER BRP/JJS CWT/STS .c NOTES paTE I o D = ,� ___... 2x4 WOOD STUDS � • WUOD CHAIR RAIL kE`.�sl N_ m i 9 � - -1---LE -_-_r_ 2x4 WD. STUD .._..� \� ROUND OUTSIDE CORNERS Q I. EXTERIOR WINDOWS SHALL BE ALUMINUM SINGLE HUNG W/INSUL, GLASS AND FULLFRP i1 �1 THERMAL E3REAK. FINISH SHALL BE WHITE, PROVIDE HALF SCREEN. / . �' r 2. INTERIOR U 'NDOW TRIM SHALL BE PAINTED. TYPICAL ALL I/2" MAX - DRYWALL ,� EXTERIOR 'LiNDCWS. ALL WOOD SHALL BE •1 PINE OR FIR. AT i:2 SLOPE INSIDE CORNER WAINSCOT DETAIL CP w 3 PROVIDE SAFETY LiLASS AS RE 'D BY STATE AND FEDERAL CODES - i . v PARTICULARLY AT LOCATIONS WITHIN 24" or, A DOOR IN THE CLOSED POSITION . r� ry. , 1tl II' 1999-00354 WOW TYPES WET Mr,c' 1999-(1(1343 WALL DETAL. THRESHOLDSHEET N0D1D3DETAL FRP WALLMETALS- ° till 19y9-0{1(159 . . - — _ - D� SCALE 1/4 ! 1 —0 SCALE 1 1 2" - 1'-0" �� SCALE 3" � .'-0`' t1,11! 1999-0098 / NOT TO SCALE 131.1P 2000-00014 A5.3 ! ` G IIL IP 2000-00081 Y1'i,M 1999-00266 -......-#., , Imsl �w Ii(,iil nv1 NIIr 2 ,_.... -- 4 5AIM.L. mommowlra L. Pt. Ii !.r zs _.... , SHEETS BUILDING PERMIT SET - JULY 14, 1999 „ iy W ile •� n._ .. ', . .. !!T'^:''T!!"A'R'/.n.7F"GT-Tc?rq-�,rR?A�Il,n.s+'d.ax..-��fr.f_...yy'D!^Vc1L+=... .....a,.., ar..,Cu - r- - 1.i. a s.. -. _••r..F�r�_ ... ._ ______ . . ..... If Ilti' notice ?tppt•:ii (itiit�r than the L JUN 0 2 2001) . . . I dllcuntcnl, the document is of nt;tr incl quality. llllt'I Ii!m.. (I S: e ., 1 { { 1 1 !! { I III, j �r �� 11111 111 II IIIA i IIIII�I 111 I I ! ! I l;.;1 ! ! ! ! I1:I y r t.l tl l I e II i I ; i li i ; i 1 ;I! y x,,;�. k:,E, ItIYCN M�;i11111:1Or ill 040% a _iI I 1 1 1 ( I I I I I i i'I I I ! 1 II, I 1111 lil ,lii ii Ili ,!1111� ii 11111111IIjiIlI1 I 111111IIIII! INIIIIIIIII! ►ty, f j,. �''f.,r: i y r • 1 1 ra �eln , i' � l � t �_ r I, ti � � 'a ! -I � i i1 � �- - I!1 1� � �- _ � -. � � } x�' ,!>t,';'I } w ., '1 ,- ,3'4'''''' J7,.. 1 1 II 1 illi lift ill 1111 iilli' Illt 1 I. ! eI 1! I.lt ! IH r,f ; A:,,'' ..., . 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C.d _ ,y,:,y r r,. .�-. a?, < ,v,r a rax. ,,.r i•..dr. 4 y 7 ��,la" r.(.4,.. i.+.s�,.slr��d+t+(,..�..3."�4..d,�h;:�k`.�.�M.W+AVL�� 17:.5�A�11 : y„w�h: + �+ �o •�,. rr,;i�, .i.. f;M C. r�4�: �k. �rt � .4. . , Nk7i3t�'�c+ �dael�+3C�`.dDcd9'�ak°�.'lYt-i�'h+.r�i Fh4.2&„ 2" W�ss�r}}�� ,j�,(��,4,� �, ':+7i ��„ �1',, ,,�� ✓ � wa1[ufy�?iNe �MIY7L8fJA �+hl. � i4&SfM1� ��Slhu'YSC. viti8851F�^'.O,ulW .d741 .°i7MilWre`.afif1 ''1t1`ra�Kf{� lh .., is ,a ,:!' I 1 2 3 4 5 6 • ._..�r. . These drawings and the de9iyn EvYIO.rES repreaented hereby are the exciusror, property of Children's • ._ • Disc.-ivory Centers. Inc. —..---.. Reproduction or any use of , these drawings other than for CI) S• OFFIT DOWN OVER PLATFORM - SEE C2/A5.2 the project intended without n • the express written consent at � CfhUdren's Discovery Centers. (ii LIGHT WELL OPEN FROM DORMER - SEE SECTIONS Inc. is prohibited. Any SHEET 43.1 ) unauthorized use will be D2 A3 subjectto ttegol action 4 A32 A31 - - - - - TRACK FOR FOLDING PARTITION - VERIFY BACKING 4\IIO•V•j!)315 f (.�) Cit. s) S• OFFIT BETWEEN PILASTERS AT 8'-0" ' SCOTT 1. STEELS 1 A I 1J S• OFFIT AT l'-6" e . a # I ) A 1 ig -- - M ARCHED SOFFIT BETWEE i PILASTERS - SEE A5/A52 BE 0, OREGON ' • Ott ] I____-__ ___212 i M M rqj 0 g• .m-- __., .. . __ � � �_i r _ 1 . . U. L L _ 4 0--i § .. . ,s j M _.1 0 1 . (I,) 0 Z IL -11/ ........._______. M [ . ...._J .....L.,..=—=-1---% . . r===_,_______........,__ ___, 4. E LEGEND +NJ cs ._ . a 1 i _. vtEk. . - ct f I� I —I L----- 1 r;) r� LtJ -:- €: C' ---7...........r- . r Ifil Cm1) • -� Z SEE FLOOR PLAN, ROOM SFINISH TIC AKEY, OR NEL CEILING HEIGHT - n _�_ - CENTER BETWEEN WALLS AND SOFFITS EA WAY •®r 1 i'1 -- t�' t� - O 0 0 `_ �l a! r AS INDICATEDCI) ...1 i i ® �-' I I TYP t _ _ - — L t) r * �. I l GYPSUM BD. CEILING - SEE FLOOR PLAN, • I 1411 I D5 L I ROOM FINISH KEY, ;EIGHTS - _ - 432 - - I g -- TYP _ °�.B ( � - • ! uso 1 ) GYPSUM BD. SOFFIT fn 6 _ 4. u 21 Il_ - '. SI I _ D2 ♦ �� ONE-HOUR FIRE-RATED WALL CONSTRUCTION S I .I I - -^ I_...____ I _ - IM. l') RECESSED LIGHT C/) _ _.. 1 _ �_l�J 2'x4' RECESSED g (1) j N (� — L i � �- r _1�1 __i L LIGHT FIXTURE U eJ I-- —� i '~ I - �--) 1'x4 SURFACE MTD (1) W 8 ' § . I � _ - I ® _ _ __ _��___I j___ LIGHT FIXTURE , �" aSIM. — __ -- - �. �'J ® _6 rw - 2" WIDE CONTINUOUS fi, �- ® _- SOFFIT `ANT WITH EMERGENCY/EXIT = �1 r_. + L IG11T t I .-_ ._ ® • ••• - r INSECT SCREEN I - II T O ;SAT DETECTOR/ .`- ....'. 7........, . ... 4. § _i F __ O SMOKE DE r EGTOR il . ® ►4! FLOOD LIGHTS 0 "Ei 4 .... ,_. 1 . _ ___ i___I — _-- — �\ .�� B3 SUPPLY DIFFUSER - 24 x 24' FOR ® - - - __ 0 I lig A3.1 LA 1 -IN CEDING kb.. B3 - % g , , ® !M ` , . - 43.1� 6 \____a) - 1�! SUPPLY DIFFUSER ,-,— [ El g ® - j > CI RETJI?N DIFFUSER 1:� _J I _ ® EXHAUST FAN tEl�� - % • % r-- --I - .w. 0 (^ C) ® 0 C, EXHAUST GRILLE • J f _ i ] _® VINYL SOFFIT •PANEL H 22" x 36" ATTIC ACCESS PANEL �� C % L.- _ �` ® l - r PROVIDE RATED PANEL PER I Z u1 1 % . • SPECIFICATIONS L 1 M x c.) - 1111111111._____ ) % I ..�.I ° a ��______�_... -- • • NUTS; REFER TO MECHANICAL AND ELECTRICAL ' (�.. cn N. I �1 EXHAUST --� N �r� DRAWINGS w 0 - I I ( C---__J ` � 0 - Hoops 1 �' v rg mi LIII 4 ---- L TI---_� ' -_ - L____1 1 ___i �J 1� W W I� — __ U lILI,1 i i ,-] () 0 E 0 B3o 0 Q, n © W 432 o � _� r----r---r- VIII F— o _ -r -7--------1 IRI i rt '�' '-' a Q 1_) v -�'ti-- 31_�rI (1) W • o .-0� n - ® - FIRST LINE OF BRACING N 0 T E $ J IV 1 4'-0" OR LESS FROM COMPRESSION POSTS 11AY BE REQUIRED AT SPLAY BRACE LL I cu, ® _- `14 BOUNDARY WALL4G' EMT CONDUIT MAY BE USED UP L1J ;., LJ i� / DEPENDING ON JOB ._GGATION. 3r �- 2 TO 6 FT. IN LENGTH. VERIFY WITH BUILDING OFFICIAL.. %� H tit H Q ] 1:: i �t�'� SUSPENSION i.01— = `�� SYSTEM LATERAL FORCE BRACING - 4 EA. 112 • �e n' � n • —*i— I ® Ea -•T- �` GA. WIRE SECURED TO MAIN RUNNERSL_ .: --- ( i r "------- ---- -\1* ,�\/ D6 WITHIN 2" of GROgB TEES AND Q _�_____ _�� ._� ___-Ammingoimmommmompimmismornsuml ® �� ___ _ ��, �� /� �Al.i SPLA'rED 90' FROM EACH OTHER roe No I .Jm� 98316-m4 s '� �- - I �, 6 7.0- b/ TYP 12 GA. `✓ERTICAL ,/'• (�� (---- �p HANGER WIRE / \ �A ;ULA 14, 1999 Cr) z . r � r� / ..� HK-- __ — _ _ ice!' N 0 T E BR'='/JOS DwT/ST5 r SUSPENDED CEILINGS SHALL1 n E\IS10NS pq�C ) 1� ) 0D / II�. I r� BE INSTALLED IN ACCOR .DANCE \.\ 45' TYP/. D . N1 {�] Q 1 n° . , 0 I \ �, WITH U.B.G. STANDARD 25-2 OF THE � II �t II Y // VINYL SOFFIT T- 1981 U.B.G. CEILING INSTALLER SHALL / PANEL 1 N INSTALL INDEPENDENT WIRES FOR LIGHT ��` ' I � � // ,;y - N \ FIXTURE SUPPORT PER. IJ B r. COORDINATE CROSS BRACE �/ i A3 G5 \\• WITH ELECTRICIAN. '�-11/2" TWISTS, " A3.1 A3.2 - 3�8" A/C PLYWOOD TYP. 45' TY P • AREAS SMALLER THAN 144 SF. AND WITH WALLS ON FOUR SIDES i \ /' cn m1, 1999-00354 Q EXTENDING TO STRUCTURE NEED NOT BE BRACED �,O1C ��/ \ SHEET N0. c" Mlc' 1999-00343 REFLECTED CEILING A� BOUNDARY WALLS MUST BE BRACED 'SOP AND l�OTTON't �jMGIN RUNNER -/ �� • c `;f 1 1999-00059 < P4111 N < 1411> E1'E PEN OF CEILING U QUALIFY \`� ,; I:l 1999-00698 t;t 1 P 2000-00014 SCALE 1/8"' a 11-0" . 0,, & BUP 2000-00081 o BRACING PERSPECTIVE SEISMIC BRACING DETAL . , In PI.M 1999-0026(1 PLAN TRUE D5 - — - , A7- = 0751 SVS' 130111 nVliNl!F �w ®� • s t NORTH NORTH SCALE 1/8` 1 -0" dog SCALE 1/8" 1 -0' , c PG 14 of 35 _ Of SF1 F E TS • a7 1 2 3 4 5 6 ,, BUILDING PERMIT SET - JULY 14, 1999 .n �vq..G.!5.+'M.9.Y.M r r� - , .. .' .. . ' '. ' ' ' 44 . , if this: notice appears clearer than the „ JUN 0 2 2000 - : . .' ", content, the document is of marginal quality" - 111k i(II i I t1ICd • " . " '• 1(11,IfliItI1111iifiIIIiI I IIlfiil�l,lil (iI�I� {ISI 1 II �I III II IiII 1ll11 Iili ,l =i;L fii11 {IIiI IIfIiIi1 1l, iill�i . ljlii1 ;1111 .11 lil I GiIilj[Irjl ! . INCH A4A0E IN CHINA hi_ I ,•LP! %.' '' I 11111 III =11 I III I IIIIIIII 111 III 111111 Till !ill{{ it 4 1 1 11 'III H 1 II 11i 1t i f1�ii i' 1i{ 1 I . tll'I ittrll ti ntt r t .1. I•'••1 111111 ttnli tt ( t tt -Itt It1-1 ttt (tt I G i . _ 'm JIIIIIII 11 11. 1.1 L•1 t II , if ! ( II I,GI IIIc ;.IIIl..G ..II11,.�111111i ..1..,III,I..Ilfl..illllti,llllll.. .1,1h1,11I..,IIIII.IU1111 11!1..,...111 111.lII.111.11tlfllillG,GIi11,:,GtIII11�.GG...1111L,s1IGI11GGl1 ,GIIGGGGGIItG..G,IIIIaI111111111t111G11, • • 1 - e. • I I • 1 "• 2 3 4 �— - 5 6 • IIII these drawings and the design �. • reveeenta.d hereby we the exclusive property of Children's ) Discovery Centers, Inc. Reproduction or any use of these drawi-ns other than for the project intended without ' the express written consent of Children's Discovery Centers, ' Inc. is prohibited. Any unothorized use will be t a OD 4Ji�� 3315 ''ti SCOTT T. TEEL.E ; , 7 cat" . '. e • A A BEL, OREGON ,sf .. 14, _A 1x2 HARDWOOD ' 3/4' PLYWOOD TOP111 Q 5 . •• .,. • 1 41 -A Ix3 1 • .. , / • 1/4' PLYWOOD BACK 6 . .. .. ,. , , •i, !! j Irl' ADJUSTABLE 0 ,..• �p I • . p, PLYWOOD SHELVES W/ . .x • cv! .. W . • G� ++ARDOD EDGES ON ADJUSTABLE SHELF SIDS Z 3/4' PLYWOOD ,,::. ,, �,\. . DOOR --- W 3/4' PLYWOOD BOTTOM • r 0 • • 1 - Ix2 HARDWOOD 0 . Lu r 8 z _ — MOLDED MARBLE Q ' • COUNTER TOP Cr) • B % C %_�r____ tom---- ...... . .. _ WM1 B --, • • • — 1/2' PLYWOOD '} HARDWOOD FRAME - QM `• - I;4' PLYWOOD B=ACK ;p.. 1 C NOTE: EXPOSED 6%8:FACES TO BE 1 X 3 HANGING RAIL ' __- -__ �-CULTURED MARBLE +r•a----- - - 3/4' PLYWOOD DOOR (1 ~ D PAINTED TO MATCH WALL - U J LI- W O i� ' COUNTER TG • , (11) HARDWOOD0 �-.__ 1,4".. 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Ix3 HANGING RAIL / sin I • w i = I 1� Ix3 HANGING RAIL I Go v 1 T --cc �, — 1x3 HANGING RAIL I 1 r g us ...... 1/4 PLYWOOD BACK 1 I y u., ,, t h . L 1i • rl. W f - '.�_�y -.t - y h et ( __. 1/4' PLYWOOD BACK 1' N' 1/4' PLYWOOD BACK Z.-; • - I/2' ADJUSTABLE i W LU i. o \ �_-=— ;4• _' i PLYU.IOOD SHELVES W/ -'-y WI • a , 1 r''1 1 HARDWOOD EDGES ON I T -- I + I/2' ADJUSTABLE ., _ _ 1 ADJUS ABLE SHELF STDS � , I .� I �D - 1,1 ADJUSTABLE 3/4 PLYWOOD , _ s. �■ ' w • w - 1 PLYWOOD SHELVES W/ PLYWOOD SHELVES W/EDGES ON ' t•-• �j HARDWOOD EDGES ON DOOR ry ; 4 ADJUSHARDTABLE SHELF STDS \ 4 4 ADJUSTABLE SHELF SIDS 1 BOTTOM 3/4' PLY UJr .. I V .'i1 EEL SHELVING 3/4 PLYWOOD _. _ !; DOOR ,. Z /� 3/4' PLYUJOOD P • DOOR --- W � 1 CO •'• asz-:^i-stats - W 3/4' PLYWOOD 3QTTOM - ® . 3/4' PLYWOOD BOTTOM ---- -._ __._.. . ._.__-_ I1w1� Q I 4 a44 , 11 I1x/22 H0 VINYLOC.OATED �� < 1 1 f dci 1 i ♦ —____ i4- ....=! 2'-!�" `� `` _ Ix2 HARDWOOD o Q 11 _..__. 1 --- Ix2 HARDWOOD ,----- - --- COLOR HAND RAIL WHITE 2 • I I • N tll �+ -1 / 2 --- 3/4 POST FORMED C�-` I'-0" PLASTIC LAMINATE 1 COUNTER TOP I'-t29" MOLDED MARBLE 3/4' PLYWOOD _ SHELF 1ti - 1.. r.1 COUNTER TOP -- -- PLASTIC LAMINATE ON A -- I/2 PLYWOOD DRAWER 1 _-- PLASTIC LAMINATE ON \ �+ \ L` D : i 2 m e •�'k �.�s�r,N-.,, ."Qva FRONT, BACK AND - _-�" -_ ar - 1 3/4' POST FORME ,t COUNTER TOP __...___��_ - _ 3/4 POST FORMED C :4116%. I SIDES _ COUNTER TOP -'�`—` Ix2 r ONt v I - I' HARDWOOD FRAME — I/2' PLY�.JOOD DRAWER ,` n — l HAFC)UJOOD FRAMs , ---- 1/4' DRAWER BOTTOM C C n I ^ h --.. 1/4' PLYWOOD BACK _ - FRONT ACK AND 9831(0 4 ' JOB NO 1 �I 3/4' PLYWOOD (FALSE? T__ -- / _ -_ _... SIDES --�T' Ix2 °SUPPORT FASTENED Sl _ "" I/2' PLYWOOD DRAWER ' coTO WALL BEYOND �"'"—` f _ _ FRONT, BACK AND SPAWN c3Y NEC Ed BY ` _ �\ — C ' HARDWOOD FRAME JULY 14, 199_ -- -- - HARDWOOD FRAME I/4' DRAWER BOTTOM 1 1/4' DRAWER BOTTOM v - - Ix2 HARDWOOD DRAWER FRONT ;i l 1 I 1/IDES i-• i NOSING I-IARDWOOD-FRAME • 1. Y _ .- ~�---------------------.__ -- -- 3/4' PLYWcoD DooR � HRP/JJ5 DWT/STS __ ,' - — 3/4' PLYWOOD (FALSE) .-177V7,17----75-Ant ° • .. en — -- ----- 3/4' PLYWOOD DOOK Si - r _ a - - 0 - - y DRAWER FRONT _ 1 ;� IICI/4' PLYWOOD 6ACK - 3/4' PLYWOOD (FAL:.O in _ ��:T_...... ...,,,_,..w............---. z,z�u o 7--- 1/4' PLYWOOD BACK D :. D - (11 \ a •� . ` �. v HARDUJOOD FRAME DRAWER FRONT -_ 1 _----------- 1 1 , --- —`_._ _.-. -_-- --- 3/4' PLY OOD DOOR i _ .� Ix2 HARDWOOD SUPPORTS i _ - iv .z4. I _ Int a 30' O.0 MAX :- i3/4' PLYWOOD SHELF 3/4 PLYWOOD SHELF ' : W- HAR.DUJOOD NOSING • q �.- 3/4' PLYWOOD SHELF ry W/ HARDWOOD NOSING h h '! W/ HARDWOOC) NOSING e1 , ---•- 1/4' PLYWOOD BACK -- L 3/4' PLYWOOD DOOR i' c �i ---- 3/4' PLYWOOD BOTTOM L - - III - - 3/4' PLYWOOD BOTTOM I 1: /1 - 3/4' PLYWOOD BOTTOM h ' j f -- 3/4' PLYUJOOD BOTTOM11 C .t. I Ili- L. . t , . ,-,•. - II�.R't.'R11. , .: S T t:ie---'-igw'-=AiEo,'-'_......_:..th 2x4 TRD WOODTRETGNERS - 2x4 IRE) WOOD STRETCHERS2x4 TRD WOOD STRETCHERS1ii 2x4 TRD WOOD _ - - _ ..e 2 4 O.G.•�� .1'r• STRETCHERS ,, �� - -- s24 O C. .�� 24' O.C.IA SHEET NO. i (11 {n •'� cn 5 24' O.C. �t CJI c ARTS AIS CRAFTS CHANGE TABLE STAFF CABItET . .. HI P 1999-00354 C� . A8.1 M{ I I )99 00343 r D3c@, ®� " " �� " - 1�-0" SCALE 1" • 1'-0" SCALE 1" - 1'-0" ,�� SCALE 1 = 1 -0 o til 11999-00059 SCALE 1 = 1 Q SCALE 1 .�s-ems ..��.. c OF SHEETS c I.I.I 1999-00698 �� 4 5 V i HI IP 20(10-00014 _ 2 3 • ___. • i✓ HI IP 200G-00081 .-�. 1 I . . tFr M I4y9-0)266 BUILDING PERMIT SET - JULY 14 1999 1(,751 tidy 13011 AVENUE u P(, 15 of 35 If this notice appears clearer than the JUN 0 2 201.i0 document, the document i'; of marginal quality• microfilmed g ti I ' ' llllilll I 1 I i i li li(; li Al 1 i i' i i ' 1 1111 I fi 1 li i 1 , � �. *:' 111�111, I111 11 � I , I � 111111li 111111I�III1 TITI,l1 {ill iliill lii 'll llil I I ' illi ' ill!, ;Ili(i;1 1 i �ll:ll�,�i�l i Illlililll ;tll I� lilli• ll(i! , 1 1 illlll111�111 III� It111 �11• "�t<IY ,° ' ' . ' k/t,1' o -INCH ( MADE IN CHINA (i 1 "i+t+ k �, ;� 9� 1 i �I� i �j _. li t h .t •; .•A i1 r ` t f.111 , 1� 11 tt 13 14..- t 11{ 1i 111 cr Fr 1 ).1:,?- ,•'r• • , , . , k ,9. •,.. •• I , I• ,- 1 1. ,.1, 1 .,I I. , 1. 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CAP - Reproduction or any use of �,� A9.1 CONCRETE IV -- 1x3 CEDAR _. - STL PIN P 1 SIGN PANELBLUE r CURB RAMP �/ NATURAL these drawings other than for e � the ro ect intended without t ==-•_:_:_-_---=-:-...7.-:_-_-__— _ TRIM TNRU PIPE ! / GROUND FACE C-r'1U 1 Children 3 DIscowry Centers,f 1 f3AGKGf•'OUND WITH �. �� + GAP - NATUi2AL 1p \ ! c An 1. COAL I k WHITE LETTERING ANDr-- -� + \' -� y Inc. is prohibited. Y -�-rr 7SPL IT-FACE wYauthor zed se will be INSTALL GOAL AT FROM I — :xE CEDAR i rGRAPHICS - SEE 1'a PIPE — RIM TO TOP OF CONCRETE - -- — SUPPORT RAIL Q - — I WILLAMETTE sub' ct :o le o1 action "' , NUTS: ‘..rA{ DETAIL A3/A.I --- 2X6 FRAME ['_- _� _J ,. GREYSTONE - TAN �� SEE EQUIPMENT DETALS FOR '�NN` ALL CEDAR TO. �� I �p Ak�y AC�DITIONAL INFORMATION. WILLAMETTE � RECEIVE STAIN ► -LOWER SIGN PANEL / rrt x6 CEDAR SEE PLA \ / , (BAJA BEIGE - PICKETS • +''" -' 1- () - SEE PLAN FOR IX,o BO�`RDS » � : _ GR;�YSTONE 1f:,t� r� SW 3rip9) PAINT () f - 12" _ CENTER SCORE= i i_, ISEYA�lL o.c / _ r,, ,,,:_,c-,(sscon313..15TEELE‘ •il WIDE ` CONGI?ETE rPAINT BASKETBALL KEY W/ STEESTAGGEREDt� N. ! _ GOUNDFADESTRIPING Wa�EEL 5'Oh'0 CORONADO TENNIS COURT TO MATCH EAGa SIDE IK4' x 4" STL I \PAINT '50-105 TERRACE TUBE POST �__ / WILLAMETTE A �� IH , d3 - , �' © 1____ ( I / GREYS?ONE CMU A // GREEN. I I-I/2 SQ. GA I t t BE D, OREGON . „ 1 rtl_Te _ — .. -- 'JJILLAMETTE 4• / \' ] STEEt_ COST sGR,�iDEV�1 I �IBIP1 8' o O.G. l3" I 3' STRIPING W/ RU°vT I1 NATES _. GREYSTONET- ROSE �� O��D 5Q AT ENrU5, �_� `: BROWN CENTER ER `1 S(.�AT CORONADO - O5H,a PULL I = I. 6`DiA STEEL POSTS SHALL Bi=MSFT I \ ---\� (\��\ 1 R - SCORE ! YELLOW • 151. ACRYLIC , FOOTING A MINIMUM OF 24' INTO GONC' / I I i CORNER l 1 J + SPLIT PAGE LATEX GLOSS' ENAMEL BY ) N GONG. 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E3RP/JJS DWT/STS • Le, I ,t 2% SLOPE FROM FILTER CLOTH 3/4" SINGLE !SIDED -NS DAZE • ✓ __!-:772:. _-1 • I T �� PAINT ALL SURFACES -1 1 -I I- ' ``;r CENTER OF ML;LCH -_. --- ---- .4 J t 1D0 PL YU}pOC7 D — 1 . .III_ I PIT TO OUTSIDE • 2yo SLOPE FROM I ua+1TE 1 = D -)p-i l I I 4' PERFORATED DRAIN �t TILE •ENCASED CASEDE NFL ERIN / 1_@ EDGE CENTER OF MULCH O OUTS DE 2 _C CLOTH SOCK URA N �O 9 O IN, " BRIC''r' VENEER wit R, TYP. 1 II _ CLOTH SOCK, DRAIN TO EDGE 3_ W -- 4 ,� __✓ L DAYLIGHT OR AS SPECIFIED to ..,T 4„4 PO9T5 --- -- DA` LIGHT OR AS i" - iF BOWER iS ON LOW SIDE 0 rn SPECIFIED - - - I 4' CMU IEE at BE SUBST UTED FOR TILE POS DMP .TE- G w • GNC SLAB - I • chi DETAIL OCCURS A' ALL BORDERS NOT NQ . c NOTE STOP S ---- `1 1 ADJACENT TO FENCE USE WOOD BORDER AGAINST FENCE ONLY 0 � i t' SHEET NO. 1 +i 1 ' num I L J ;! 1999.00354 MULCHPIT DETAIL. Onq MULCH PIT DETA�. 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CONDITIONS PLAN �" • C1 . 1 EROSION CONTROL DETAILS AND NOTES ES $ 1 c, ' C 1 .2 SITE DIMENSION PLAN cr 1 ; i ',.t . • I C2„0 GRADING. PAVING & STORM PLAN — 0 ii ___.��._ ____._C� C2. 1 STORM DETAILS & NOTES : : I” 2 C2.2 STORM DETAILS Iiii I EM2040.2(12') C2.3 PAVING DETAILS & NOTES I ...... ... •. ) , • ! Y1 C3.0 WATER & SEWER PLAN I C3. 1 WATER DETAILS & NOTES • 1 C3.2 SANITARY SEWER & WATER DETAILS W ALTER FABRiC FENCE + i I I! 1. 1. I 1 w JOS NO. 58316.04 .... JULY 14, 1999 D i 1 D I /11 1 . i . I • v: 13UP 1999-00354 1 . • Q MEC 1999-00343 ; SIT 1999-00059 1 i tcT r 1- i;•LC 1999-00698 i ' 0-. 13UP 2000-00014C i.' ; I I 13UP 2000-00081 i ! 0 .' i' PLM 1999-00266 i Cr 10751 SW 130111 AVENUE • is PG 17 of 35 ' ___ �� . 3 4 5 r, _•__.__ ______t_ ___.__________._ _ __.___ _ _._ _�_.___ __ ___ __ _ _._ __� ___ ___ _ __________ __ ____.._______. ___ _ ____ _._ _ •_ _ __ • • • CONSTRUCTION DCCUMFNTS — JULY 14, 1999 ._ n_ ._ •. .,. ._ . _. • . •....... ............ •^t•n.::•r. pvnp. s>. q.+'r.....n.•e.arte-.'r•.•,+w la..-uen«wn•�...• ...•,un...•..�.-.,. A • '� . •. _ If this notice ppe:irs clearer than Ilie JUN 0 2 2000 • i , , dctcumenl, the document is of nral �,Inal 11u,.lit�•. ,�•,,, 111 'f111 I!Illl'l! . ! ! I II 1 II I i.1 I , i C 1 I� I 1i 1 i 1 , '9. (1�I�I�Ijljl l� 1; ljliljtll i IjIIIlI�I,ij1 i I!!!!j� , � 1lill 11111 ..f111i ! II ;II! 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W/SUPPORT BRACES \ _STANDARD _EROSION CONTROL. NATES FILTER FABRIC FENCE NQ 5 SLOPE NOTES the exclusive property of t tildren's OO 'y Conform Reproduction or y 1. ON-SITE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL AND 1. GRADED AREAS WITH SLOPES GREATER THAT 3. i BUT LESS THAN 1 1 of t, drawings other than an" _ 5'_ " ___I OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE THE FINAL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN SHALL BE ROUGHENED BEFORE SEEDING. 1;,r the protect Intended without the express wri..en .. - _ I 1 yl•:__. I ACCEPTANCE OF THE STORM SYSTEM BY THE. MUNICIPALITY SHALL BE JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER consent of a +se''s -sE-== =rssC.=st= _s_E=== ppswry Centers, hlo. Is 3' FILTER FABRIC T ---77:__---E ` =.- - ONLY AT A SUPPORT POST, WITH A MINIMUM 6--INCH OVERLAP, AND EROSION CONTROL r LAN T NATES _ _� �__�; -z->`_�_ CORRECTED BY THE CONTRACTOR. -�^ =e� ==`? �+`�� _ prohibited. Any unauthorized ---.... === =__ BOTH ENDS SECURELY FASTENED TO THE POST. usewIll be sublets to �°' ' _ =„ E-=_= 7E5E-2�=1 == 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL ONLY BE USED IN ,/'� /r" i ••.,;00, 0.40 ialzi ,i 3":: . PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW CONTOURS CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. !��e� tN q ' IPRAP BOTH SIDES + e,•:1 ir,....��A Ru• ''' ' •--' - •^�,.�. y�• �•'^� , �, . ; �• �.�. .,�' �� • ,•.�. .t c „ AGGRAVATE THE SITUATION MUST CEASE AND THE CONTFRACTOR SHALL (WHERE FEASIBLE). POSTS SHALL BE SPACED A MAXIMUM OF 5 FEET APART ;c°� �01�� I IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE • • • 30"- _ RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE YARN, WHICH IF 36- TO 48-INCHES WIDE SHALL WEIGH AN AVERAGE OF ,) A MIN. -- BURY FABRIC IN GROUND PROBLEM IS RECTIFIED. 3. A TRENCH SHALL BE EXCAVATED .APPROXIMATELY 8 INCHES WIDE AND 1 .2 POUNDS PER LINEAR YARD. IT MUST BE. SO APPLIED THAT IT IS IN A kOREOON bELEVAIIQN 12 INCHES DEEP UPSLOPE AND ADJACENT TO THE_ WOOD POST TO ALLOW COMPLETE CONTACT WITH THE SOIL. 4je f ` 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS FILTER FABRIC TO BE BURIED. THIS TRENCH SHALL BE BACKFILLED WITH MC�� DRAWING SHALL BE INSTALLED PRIOR TO, OR AS THE FIRST STAGE OF, 3/4" MAXIMUM DIAMETER WASHED GRAVEL. 3. NETTING SHALL BE SECURELY ANCHORED TO THE SOIL WITH NO. 11 - --- . FILTER FABRIC - - FENCE FENCE POST SITE PREPARATION. • GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. EXPIRE/NU/WOO i . . , ' SILTATION SUMP -- BRACING 145• 4. USE EXTRA STRENGTH FILTER FABRIC. STAPLE OR WIRE THE FILTER / 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL FABRIC DIRECTLY TO THE POSTS WITH 20 INCHES OF ;HE FABRIC PLASTIC COVERING NOTES r P5 • 1 MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EXTENDED INTO THE_ TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN - EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTAL! ADDITIONAL 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC 1 . PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MILS y . ,` ,�� . ` FACILITIES AS NE-CE_SSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE SHALL NOT BE STAPLED TO EXISTING TREES. AND SHALL MEET THE REQUIREMENTS OF THE NBS VOLUNTARY " � 41171•IIK`\ .,i ��s AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGE SYSTEMS. PRODUCT STANDARD PS 17-69. ;► 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED , \ 5. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS 2. COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACECA EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE NO FURTHER WORK BEEN PERMANENTLY STABILIZED. BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID BURY FABRIC IN GROUND -- - RIPRAP BOTH SIDES IS ANTICIPATED FOR A PERIOD EXCEEDING THIRTY (30) DAYS, ALL SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED (1) s" MIN. DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, 6. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER DOWN FULL LENGTH AND THERE SHALL BE AT LEAST A 12 INCH OVERLAP ima4 •' ® 'IDE VIEW GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY OF ALL SEAMS. APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. al W WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THI'DUGH 3. CLEAR PLASTIC COVERING SHALL BE INSTALLED IMMEDIATELY ON a I>10 " 1 FILTER FABRIC FENCE.:. D ETA I L SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT 7, CLOSE ATTENTION SHALL BE PA, ) TO THE REPAIR OF DAMAGED FENCES, AREAS SEEDED BETWEEN OCTOBER 1 AND MAPCH .31 AND REMAIN UNTIL -- IS IN THE INTEREST OF THE APPLICANT/CONTRACTOR, BUT MUST BE END RUNS, AND UNDERCUTTING BEN ATH FENCES. VEGETATION IS FIRMLY ESTABLISHED. Co) liCi. N.T.S. AUGMENTED WITH MULCHING, NETT INC, OR OTHER TREATMENT IF , DONE BETWEEN OCTOBER AND MARCH. 8. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH RAINFALL. 0 1 THEY MUST BE REMOVED WHEN THE LEVEL OF DEPOSITION REACHES 4• WHEN THE COVERING IS USED ON UN-SEEDED SLOPES, iT SHALL BE BECA APPROXIMATELY ONE-HALF THE F T RI R. KEPT IN PLACE UNTIL THE NEXT SEEDING PERIOD. m 6. THE CONTRACTOR'S SURVEYOR WILL RESPONSIBLE FOR FIELD LOCATING APPR,. XIM �TEL_Y UNE AL 0 HE BARRIER. THE WORK LIMITS AND ESTABLISHING THOSE BOUNDARIES WITH 5. PLASTIC COVERING SHEETS SHALL. BE BURIED TWO FEET AT THE TOP BRIGHT COLORED FLAGGING. THE CONTRACTOR SHALL CLEAR TO THE CUNSTIRUCTION ENTRANCE NOTES OF SLOPES IN ORDER TO PREVENT SC,A)FACE WATER FLOW BENEATH SHEETS. 0 ci : p LIMITS AS FLAGGED BY HIS SURVEYOR IN THE FIELD. --� FS I B• Sgaci�� • KAP ,N 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS AND MAY BE 6. PROPER MAINTENANCE INCLUDES REGULAR CHECKS FOR RIPS AND ® "t Os' i� TOP-DRESSED WITH 1 INCH TO 3 INCH ROCK. ROCK MUST COMPLY WITH DISLODGED ENDS. •s , ,;•• CITY OF TIGARD STANDARDS. j i• \, 7. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS MULCHING NOTES ' (I) r - 9 I •iii • \'° . SHALL BE IN ACCORDA>`ICE W1'TH THE CITY OF TIGARD STANDAR��S. -BE c' 1. MULCH MATERIALS USED SHALL BE GREEN WASTE, COMPOSTED A MINIMUM P'�"'� 0 ,��1� ��:!! , 2. THE ROCK PAD SHALL AT LEAST 1 2 INCHE THICK AND 100 FEET gill �-to �•�) \, OF 4 MONTHS AND FREE OF PATHOGENS AND OTHER MATERIALS HARMFUL_ TO ti ,s o• LONG. WIDTH SHALL BE THE FULL WIDTH OF HE VEHICLE INGRESS AND PLANT GROWTH AND SHALL- BE APPLIED AT THE RATE OF 2000 POUNDS PER ACRE" �" 8 1 �. (r, •••4t\• � \ 8. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO EGRESS AREA. ---2: • �° Rs 25' MIN.- ,!•, •-, •'0., , \ PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBLIC x RIGHT-OF-WAY. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES -111•4 C..) Cli Pi : • '��,0 .�7 • :,� N- --- GREATER THAN 2: 1 . 12" MIN.-" �sVo.l,,' • !..,g , /-� 9. THE EROSION AND SEDIMENTATION CONTROL. (ESC) FACILITIES SHOWN 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN ,a I C/ ,1 .Z § Ii. i s i; •� '� PROPER FUNCTION OF THE PAD. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS �.. + . ON THESE PLANS ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE , 4" - 8" QUARRY SPALLS- `. . ��'�•, ��• CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. �_, Vo-� • FACILITIES SHALL BE UPGRADED (E.G. ADDITIONAL SUMPS, RELOCATION 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE t I OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE 4. ALS AREAS NEEDING MULCH SHALL BE COVERED BY OCTOBER 1. '� Ytil ' , EVENTS. ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN .AREA PROVIDE FULL WIDTH OF CCS' 'F_REr I WITH CRUSHED ROCK AND WASH WATER SHS-LL DRAIN TOA SEEDING NOTES INGRESS/EGRESS AREA 10. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 1. SEED MIXTURE SHALL BE 20% ANNUAL, PERENNIAL RYEGRASS, 40% CREEPING 4 • MAINTAINED A MINIMUM OF TWICE A MDNTH OR WITHIN 48 HOURS RED FESQUE, 40% WHITE CLOVER, AND SHALL BE APPLIED AT THE RATE OFo FOLLOWING A STORM EVENT INLET PROTECTION NOTES 80 POUNDS PER ACRE. I STABILIZED 11 . AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED 1 . THERE_ ARE TWO OPTIONS s0R PROTECTING STORM DRAIN INLETS: 2. SEED BEDS PLANTED BETWEEN APRIL 1 AND SEPTEMBER 30 PILL REQUIRE 1 4 Am CONSTRUCTION ENTRANCE TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CATCH BASIN INSERTS AND FILTER FABRIC PROTECTION. IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND %IF N.T.S. CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING A. CATCH BASIN INSERTS ARE MANUFACTUREDDEVICES THAT N ST PROTECT THE ROOT STRUCTURE. Cr) • OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE INSIDE A �ATCh BASIN. SHOP DRAWINGS MUS ITBE PROVIDED r OR �. DOWNSTREAM SYSTEM. APPROVAL OF THIS METHOD. 3. FOR SEED BEDS PLANTED BET WEEN OCTOBER 1 AND MARCH 31, O • �- B. FILTER FABRIC PROTECTION IS FILTER FABRIC PLACED OVER ARMORING OF THE SEED BEET WILL BC NECESSARY. (E.G., GEOTEXTILES, C Z; 6 z , CONSTRUCTION SEQUENCE' THE GRATE. JUTE MAT, CLEAR PLASTIC COVERING"). �i/� o M�� 4 J • 1. FLAG ALL WORK LIMITS. 2. FILTER FABRIC PROTECTION IS ONLY ALLOWED WHERE PONDING WILL 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL ' i 0 f� 2. ARRANGE AND ATTEND THE PRE-CONSTRUCTION MEETING WITH THE NOT BE A TRAFFIC CONCERN AND WHERE SLOPE EROSION WILL NOT RESULT MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, �`�, CITY INSPECTOR. IF THE.. CURB IS OVERTOPPED BY PONDER WATER'. LEVEL SPENEADE_RS AND SEDIMENT BASINS. I I- 11 il IBJ • 3. INSTALL TEMPORARY EROSION CONTROL MEASURES (I.E. ROCK 5. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, Ln CONSTRUCTION ENTRANCE AND FILTER FABRIC FENCE). FOLLOWING SURFACE ROUGHENING. PERFORM ALL. OPERATIONS ACROSS OR -I • AT RIGHT ANGLES TO THE SLOPE. 'r. , ,. 4 REGULARLY INSPECT EROSION CONTROL MEASURES. MAINTAIN, CLEAN, OF REPAIR AS NECESSARY TO MAINTAIN SITE STABILIZATION. 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS Z 5. GRADE SITE AND INSTALL UTILITIES IN DESIRED SEQUENCE. F 'ECOMMT FERTILIZERS ONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY O . ' " _ PROVIDE CATCH BASIN 'NLET PROTECTION AS CATCH BASINS ARE ADJACENT TO WATER BODIES AND WETLANDS. . . r‹.., UINSTALLED. PROVIDETEMPORARY SEDIMENT TRAPS AS NECESSARY TO , CONTAIN STORM RUNOFF FROM SITE. I O_ 6. COMPLETE ALL CONCRETE WC K AND PAVING. O 7. LANDSCAPE ALL REMAINING DISTURBED AREAS. 8. CLEAN AND FLUSH ALL CATCH BASINS AND STORM DRAINAGE PIPES AFTER THE. SITE IS STABLE ENOUGH TO PREVENT EROSION. roe nn- - - -� 9f3316.04 9. PLACE STORM SYSTEM IN OPERATION. GATE • JULY 14, 1999 10. REMOVE ALL REMAINING TEMPORARY EROSION CONTROL ITEMS AFTER RA1Yi-V CHECKED BY " ALL DANGER OF EROSION AND SEDIMENTATION NTATION PASSES, AND APPROVAL BY REVISIONS Is oNS DATE + CITY INSPECTOR. • DD NT ' J IIl1P 1999-00354 • • MEC 1999-00343 + ' WET NO. SIT 1999-00059 I I,I,( 1999 (lOhciiS ENC'/NEER//VG i(1P 2(1(1(1-00014 1111P 2'000-00081 i'I"M 1999-(►02�G (--.7 ' _/VII L-/\/C�//VEER/N "/\/77\11:--; N//V/NC r 10-151\ 9 9 002(1301" AVENUE 5122 OLYMPIC DRIVE NW••SUITE t7O4•GHARBOR,WA 98335 TEL (253)856 857 7•FAX(C2353:58-8.7517A9Clel . ' i I'� 18 of 35 __� -_ ___ �_.___ _ __, _-_��__- _., _ _ _�-"--_-_-- ---- -- _-___- r+ ..,•_ _ i or SNirY'i 4. , ^--~ 1 _-_______J _ 2 _ I_ _______.____ __--3 _.1._ _ 4 i._______ ___-- 5 -__ 6 -__ . --- ._- - -_ _-. . ., . • r; ,.,` -�-� CONSTRUCTION DOCUMENTS -- JULY 14, 1999 r 1 V , If this notice fIl)I)( HS tit Tier than the JUN 2000 I r' r , document, the document Is of i,.;Irginal quality. , •; IIII('1t)111111�(1 r r } 1 1 i I 1 I I '�1i i itI I ' I 1 III I I III I I i I 1 +tl I+'I+� 1 ( �I� �I ` il l I ! tele lig rk i�i1i.,. 1; 1 IIIh It , t ' I 1 I t11. ,I• ', ( ' - 1 I l i i i l l l i l I I I 1 1 1i i i i i� �I i , , �I I I rri I ( ;I��i� i� !elite i� ,�i�ill� �fillll�ll•14. ilial til � �,I 1 iti �� 1 i I �I I Bili Itl I; • ' INCN '�MAGE !N CN IMA _ � +_ - -� _ _��- _ 1 m i t T___� 1 r f 11112 1� r 1 1•----W 1 iT 1 �- €I n- .fi _ !1 t��- . 16 1 I III II r III 1{il 1 I I ii{ Iii i t I { I i' ;I illlill Iii,i' I Ii{ (, rllill Itrl I 1• t.r 1 t .•"It i,TI t ttrri, , ,l t Illlltr 1 n ill illril t,tt ,r, l i n ' •IIIII11111111t11111, ,!11111 0111,,IIt11011.1,.1i1." .Il.litlllllllll,l,l ,,,i" !11(lI.IIII,ItEIlll.iilll,I,llll.l! .11111 11... .tllll.tl�liklillltllltllfi 111,..,I.IItI tI..,IIII,ItIlliilnr1111lli��t,11,,:.,t11I.IIr,,.,.11��lirl,Ill.,.. ,,Il err {nr. r Itr .i.rtl,llllt �1 l., E - •- - 14 . 1 • ./ , , . . I ' ' ' E - . . . i ,,I.iI•.p,..,•,.••p,,,•N•,,p.••.,...sp.,.,•.•F.,p.----,•,i Y: .1( 1hyo drawings rebore * ... the exclusive property of w RoproC:wMon or any use ino* drawings othor then • .-0"-...' r �,.. wit f 'r an , / -� AEIVO/AfEE/?/Af0 onasnt CI�f7N � r ,.....,...toe'''.... r- '/CV/L E/�/Cy/NEEP//VG PLA J\//\///\/Gprohibited. My unauthorised t i / .• -A-•--•,-- 6122 OLYMPIC DRIVE NW•MITE B234.GG HARBOR,WA 90336 uss wIN bel wtaMoR to Ispoi --- ---r - ---. TEL(253)866067!•FAX 0263)066/6799 � , �`I i ., �-'-"' . - . ./.- 180VPE • vq\ ,, ..,0, OREGON 4;24...., i1<-1PIA0 _ ----- i--' .-- c � ` . I _ f EXPIRES. l -- ♦'r•�- •/-,• 0.0004#$°°°-- .- ...11 1 \ • 21 i I-J ./,�._rr.._.•-.•rte ♦ � I O 1 ! .§ % , i Ci) I • - -✓ r a ! 0 20 40 y. .•%"'�� / .- -'—�-- 19.13'1 cU� ,—. {, -,//' . --- • „0.4v14Pri ,,, .9%1,t--'"may /-- ..� i 1I ! Illiglicif wk. 6 ,� �...�' . �' 27.00' -- I t I `� iif t ', , \ t.', , , _.__, ,...--. ----- , . ..tr--.AD," .----- -- (i) r 5....- ,: --' ,-' --' •---- •---. doora°61:,,,4_,.. . ---...---- ---- ..-- \ • .-- / 99,00 83.00' _' j • _,.r i' / \, 9.00' 27.00'• r • .i TYP —— r� 1 i P ''� iP''f'~ - ,,,r- ' rif) 70.ST / • 1 �11 ap \- ' , •�,, w...'/• year. ' Ot�r •.lti1` - _... ..._._ .— —. .,._ 1 ! ! tJ t 4. air 1 ° gl , --- / /,' �- R2,00 5.00' ' r at 0 - .-- - / a 23.5' 24,00' s i t/) f� -P *--- .i // , ,/ R2.50 I (1F— / / / 84,29 _ ki%,, R3.Ov' �-..- s.00 _ ! j I I IJ +4 111!! LEGEND � w �, ` I Ili) _._-._._ 40.54 ----H - ! + EXISTING PROPOSER --° ' { I � ' / 120.00 20.50' ( (1) g `, • ,--- - 54 0' - -•-�' 3.00' - STORM PIPE V 19,50 � , •�� - 13.50 i _�__.- --- _ _ 43 r-:-4 CATCH BASIN •e-- III I I SS.. SANITARY PIPE 1 + �1 �._ r. III7.50. - i CLEANOUT — ......:______x.1 ----?S 'r - -. ill i1 — 4-- 44.57" -- Iii _ _ Q MANHOLErifq t ( l III I _ -______ -.__ w,. _-_.__ _-_ _ WATER LINElig x • 6.00' __...1 I-- 6.00' Z ! , n FIRE. HYDRANT x _I`_' �— ,,,e 5.5 ` T 1 '- VALVE 11.17' 11.17' �� ! �' �.�� . • x ; _._ . .. Q METER a I I .. SIGN ~' I O FILTER FENCE _ x I �_. C s C c — 5.00' 1 i 7 L--' , KNOWLEDGE , { ��• BEGINNINGS x ! �? NOTE: ALL DIMENSIONS ARE TO FACE o --� — -- �— 5.00' r r OF CURB OR FACE OF BUILDING a 1 I FF = 214.�0 1 IN R ._7 x I CJ 25.00' ' ,! SSA111-- _ _ � �- cn #^�__� P►I.� 410.4$ x A -J - I '-• ♦i IC 98.58(1 0"S) 5.00' ---1 ri 1 . Z I , • . x . 1 1 0.,.., Li...1 4. _ p ��.1 r o22.00`x _ �14:i � 11111 t N- Ci �. III iii x I i RIL4 ?09..x' • - – — ! IE 2Bn7 (12 ) I i J x + " ; 1111111111111111111--. .MIN 1 �--- i.. I GI) ii,i , •. NO. i I 98316.04 • Jt.1LY 14, 1999 • . + ► Dsff •i.'r'1M 41'.GEW s i � i D D �1 r, ......................................................L V) 1 !IUP 1999-00354 QI' MEC 1999-00343 I . I SIT 1999-00059 1o1ClET NO. w I F-.. I � i.I.(' 1 999-U008 w'' !IUP 2000-00014 C'1 !IUP 2000-00081 iC i I . 1 Ifi 2 ..I 111,IN i 999 rm2�,�, • C) 10751 SW 1301" AV1.NI11: t- PG 19 of 35 I fif SIMS �, _ _..�_ - ____ ---_ __ 5 —•-l 6 ca 1 CONSTRUCTION DOCUMENTS - JULY 141 1999 r . s clearer r than the / ,i If this notice appeal. cl<<t JUN 0 � • .. . . . ,� ,. .. 9 t ' '''''''',,,:i',','.'1,':-, v � ,'>t:. t'' „a •.t!• /.1'v �`y 4'�SRq'a�At�' Td si� dociintenl� the document is of marginal quality'. 111C!'C)t11111Cd • F ` "' + ( .,i- N Zk 1," �«,!v..i 1I I`,' ,♦ ^"a'4 'l ;H�, �.! �i" !♦ a n 4 'A 4"' ,.•,,, 1...-, ,I ,r. ' '�r,,. ��"t ;: aytg ,yid � ti�+Hr� z I"!}�:`'•}4��F J� Ib ''''''"4'tr� °''zl�'S�. a.' [1:111111111111111111111411111111111 a ( + ,. . . }. 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'• -�'' ..- r•,,.- moi TEL 063) 4677•FAX('259)0664679 �/'lioiI u,1 ,....- tf(t pt Net- orf / 1111 • it :w ... '' /,- - ' V�`�i r rt . .r r / C 1,-° --- '--- ..„,.....,i f' -r I �W t'- s.rve✓fit s '',',Y,'''' • ,, V\fir -s' ..-� �„�•' n.,1 ''f^,r.•�"-•-.r J I ., .y - j ) -,.r-� •'r ,,.-•-•�� 1 V.••"'r�'A� ,r/' -I fes.-r, •"''""'•• I r. CD _ . P 1 _ - ASPHALT PAVEMENT ;� "~� �\� �\ 1 1 l r, il • , • , : .n � VERTICAL CURB .�„ -''� ,i I /..-,..""' .; -/r' 1 i 40 111 >�, 0 20 ; "� �' '2. 17.75 y„' 1...._ � 1 r- .,� 2 217.70- mr Cn , \ tr",� • 21#1 .� -•''r `� - .%�' !!iiii"Illi f � � /��✓ , ' �• ! SCALE: 1" - 20 -O" ads l �� ps° 'y r' �r ��/'' t • J ill tt I,Y �, �� ,4''' - '� ,.r ti..� ,� ..�•-' ,g!i' - 0 \ . . ... . .�j Q I RELOCATE EX. SIGN BEHIND CI) ` "k �•/ a. _..- '' "':�.'-''� 20;a 216.10: 1 �� 1 i NEW SIDEWALK ' 'V,.�]�•�/ ' ✓ �r+r'� 2%6 -216.45 217.75 I o „' .-� ,>0 -� --,'�. 216.2`1 ! ' it i CA (. CO .III { LU a� ,. • 216.75 i I , ,' 4 . �. ��, --CURB RM11P I MATCH EX. GRAD • E • `' yY t' ie ;.N;°: r- -' f�"" dl'ri. i r 216. 5 .. I i�� x.rv�-t ' .. r .. .�,'""" �, - ; " " ,� . t►'�i 'j.� © 215.90 ( -� AItsr.,,,;, r �� ,, .�` `, / .1 I• •"� .__._.....215.40 •:,: 2.0 2. -- ( e r„ ' L n • - • 14 l -..•-„ i- 214.25 1 215.6; W ,..•.. . . .. 111 } s,, _�-- !. � • / / t CB6,TYPE2 • ty _; 1 -----....-•""" / 214.35 ri �;r#�%.i RIM�213.15 213.55 .. n' ..-� + to LD �� IE=210.88 ' A. v I 0 �wV :i s f.-,-/'' ,, ,��4 213.65 1 7 V- Psoi� (�� ' W.,,...�,,,1 ..� 214.50 ,�,!'�� RA�4P DOWN � � 5 � - I � LEGEh1D >ti.. 'r '�• 21 .50' 10 ,,,, -..1.44i.. eO. 71 I ..,t.,r . . - I� VERTICAL CURB ��/% tli I F- 214.60- I t AND IS �EWALK ,•:�� . d• I I t EXISTING PROPOSED r=lik /� 213 304 3 t .� -:__... ___ ___ STORM PIPE ---SD- • 213.60 ` i� 1 215.45 .�■�0 --= cq /, Y� 215.•&UY _ .: .--„ 1�- ___ -216., ,' ` - 4 F- S"X24"CMP ARCH � - �. _ I 1 ® i q' CATCH BASIN • VIr S=0.40X pi 14• g a iii 4. l�a � � I�� •/� ' l . . i � ®�' i I _-. �._SS____. _ .. SANITARY PIPE -- S, - - _ �� ;- Inn •as= ----, j CB 9,TYPE1 L • _ �.�� . _ `• ►' 1 15 �;I RIM=213.35 CLEANOUT O CB#4,TYPE2 ' f A I alieRiii --rlijiiiilillini214.56 2 STEPS ■, IE=211.07 ( lirrilildp RIM=214.30 t x " - ,lika 'e! 214 + _ ,�) MANHOLE IE=210.62 12LF-8 CMP I >� 1► W -- . . . .. _. WATER LINE W---- i ,•; SOLID LID S=2.00XMIN Al • ,� x11 _� , _RELOCATE EX. SIGN BEHIND Y' WELDED TEE NI CB#5,TYPE2 -214.00 214.00- Z E NEW SIDEWALK //,-` _ 0 FIRE HYDRANT RIM=213.80II I 2 x.: IE=210.76 i'9LF-15" I W �(:2.� VALVE 1 ,,k' S=0.40X ; . " !lb' • x 92LF-15" METER W iiiiii. ¢' `.`CONNECT FOUNDATION DRAIN CLEANOUI(TYP) 1�• :i I ( Z • � TO AREA DRAIN#1 S=0.409: SIGN 'lis _7 it C2. 4fit i r O FILTER FENCE I� •r NEW SIDEWALK " ! ( AREA DRAINS 1 3 x ! _) , § • MATCH EX. CURB C • 146LF-42 x29CMP ARCH t RIM=213.70 Z C S=0.40X i IE=212.00 ' ' i x NOTES: 2• 2. I KNOWLEDGE _ ; j 1. ALL STORM PIPE SHALL BE ADS N-12 OR EQUAL UNLESS Cw Q OTHERWISE SPECIFIED. DOWNSPOUT TIGHTUNES MAY BE PVC. w l •; - BEGINNING �� x ! 2. ALL CATCHBASINS SHALL HAVE LOCKING LIDS. �' 0 f,.. .,.. 3. CONSTRUCT FOUNDATION DRAIN AROUND BUILDING PERIMETER PER �X,',• li DOWNSPOUT(TYP) 4 , 1 ! DETAIL 3/C2.1. CONNECT TO AD#1.has x INN , CBi 1JWE1111 R 4. EARTHWORK IS NOT BALANCED. CONTRACTOR SHALL IMPORT/EXPORTG © �F 214.00 1.1 �� 1 RIM=209.87 r.C2. CB#8,TYPE2 \\ x I �, cr �� IE=204.87 AS NECESSARY TO ACHENE DESIGN GRADES. v RIM=213.50 ," - I �! I ( 5. ALL SPOT ELEVATIONS INTHE PAVEMENT AREAS ARE FLOWLINE - IISSM ! ELEVATIONS. IE=210.70 ••, I �' I r" -"'r R►M:- t 1 O.�8 6. CMP SHALL BE 16 GAGE AND HAVE WATER TIGHT JOINTS. Z M x `� SOLID LID SS !E,- 98•x8('0"5) 1, SPOT ELEVATIONS NEAR RETAINING WALL ARE GROUND ELEVATIONS. 'flN ` { I I SEE STRUCTURAL PLANS FOR HEIGHT OF WALL ABOVE AND BELOW• Q ., t - - x i I CONNECT TO EX CB GROUND. Q,•_ i ,r 1 �, IE=204.27 ti...71:11.,,,..1 CB#3,IYPE2(54"MIN) xlir �� II: .-. ... w:; 1 CONTROL STRUCTURE �'� ' 1111 di ^fir .. C9 z4 ' '°' I RISA. . 09.. :.. RIMa214.62 est - ' III '-' 1" M •rte IE=210.04 -.. . I c .0 ,� '� OF=213.12 I ; • ' 4 i2 1 Fil +t'*,#. IE=210.00_ c►'�!� 1f� ilk " " , I + 13LF-12" 1 • PV ' ''1 `' ,., umeno • aim so 79LF-24x18 CMP ARCH II 1:' 1 :.1 , Z 1 CY RIP RAP 5=0.40X ev 1 ' S=4.62% N° 9B31ta.�4 �a' , �` Sb �' ! JULY 14, MSS w, `. �''3- ....•. ,.•..• + 68LF-12" C c+ t1' ��, Cg j,fil'PE2 ti") S=1.00X t -C�EW�, �x' 211.00-- 212.60 86LF-35 x24 CTMP ARCH RIM=213.60 1, I +� `' 9LF-12 S=0.40X IE=210.38 1I ! F D 5=0.40X SOUD UD ` f,- R M=208.00 1 D - RETAINING WALL - • -213.00 SEE STRUCTURAL PLANS 212.50- '111:1 a' --?� ' IE=205.55 • : 1 WITH BEEHIVE GRATE • • 1-:.) 210 �-�-'� , • I 131W 1999-00354 209.65 i_?_10.65 i an mo. Q MEC 1999 1)0343 I • SIT 1999-00059 ' W ELC 1999-00698 BIOFILTRATION SWALE 4 'p.-4 4 BUP 2000-00014 ' I3UP 2000-0008 I 2.1 V• f ' C 2 • 0 n! I'LM 1999-00266 1 ' c,-.! 10751 SW 130x11 AVENUE I J Of Min `' 2 3 4 5 6 - -- -- j CONSTRUCTION DOCUMENTS JULY 14, 1999 . .A.,,,,,,,,,44060161,44,,...1,40-4.04,0.440"00444 ,4-44,4}4,-,--,,,= 4` ,.1• ,.1. ipirmarMIIMP,". 2000f This notice :Illpel>ts s clearer than the JUN fes' I document, the document is of marginal quality. MiCr011 illc'd • ., f+;fF 1 , fel f1l (f1l '!I!I!I !11I1;1 I I1I1I1I 1111] ► �fii� !IlIII !Lill 1l!I!i 'i ;;1111111411111;11111111 11i11li(iiI1 ; I I1III! lilll1) i illll 1II�lIi; l(ili� !IIIIIII '-. ' y T INCH I I,MLAO[ 117-1 CHINA ' I I• 1 i I 5,` rm T 4 ! 1 � n 14 1 H----if--- � i 1r L+! �! 1!17! T 11 "` ' :14‘, ii .c;.. JI'e ,: A ( III i {'1 {{il U III 1 I+' 1 h I, -I-IF 1 ..1 . 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Any l ct to egad _ / L;ee will b• grub act tolegal �"_%I✓'/L G` �'\✓C /NSE=iP//`✓C3 c f'L.4/�/i\///`JC := ip - 1----!,11-?,-/ 5122 OLYMPIC DRIVE NW•SUITE d2n4•GIG HARBOR, WA 98335 '' TEL(253)858-8577.1-AX(253)858-8579 18011PE \ ttrt ry 1\10 ,:" , 01�80N ` 4 - RISER SECTION ,-;42,,S.:..... .0,----1# 1- 3 BAR HOOP FOR 6" - ----- _ � / '`••• B` OR 12" rE)r.Pbt�/9tr ~ 2-%3 BAR HOOP FOR 12" /� HANDHOLD O - -- - +.t-. ___- --- FRAME AND COVER �-\ s,, Cr) i ., . 0 ,- < ,)•< ‘?.p. mi-' i ? - y ADJUSTMENT SECTION �� ! •� �,�i 6' 6" REDUCING 'SECTION I (LEVELING BRICKS OR GRADE % / Cin C.. R �_ RINGS OPTIONAL) D STC3R1/WA NOTES / /�� 1. ALL WORKMANSHIP Ai40 MATERIALS SHALL BE IN ACCORDANCE WITH / --> 6" 0 0 - 2-03 I3AR HOOP 14* ICITY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF • ► ' ri° 24"' __ __ OREGON STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, OREGON Z ' -- •�`�• ir° STATE HIGHWAY DIVISION. cei - - - - . ---._______�_.___ .._ PRECAST CONCRETE ►. �i,1, W OTHERIC WISE SPECIFIED) �� > • 2. TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED. t • 1� m r ------��-s ' 1;--'-'5 ~� 8� SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURESQ . . . AS SHOWN IN THESE DRAWINGS NOT PROVE ADEQUATE TO CONTROL • '' 12' �,.N� / ' ��\!',, EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL " C-, ' _----------- --a------ STEPS I �''� �`\� ADDTIIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES. 0 - 1 I -. PRECAST BASE SECTION ~\ I (MEASURMENT AT THE TOP SENSTi'1VE AREAS, NATURAL WATER COURSES, AND/OR STORM DRAINAGECA ._I,, `:.. _ --- #3 BAR EACH CORNER - - �'� I OF THE BASE) SYSTEMS. CC) a!'""� PRECAST RISER SECTIONS A .._ 3. C'Al L THE UTILITY NOTIFIC'i1T10N SYSTEIvfli 4L0 0 - C- 48" -�� % o • ` A MINIMUM 48 BUSINESS DAY HOURS PRIOR TO ANY E7(t^,AVATIONS. - --.... -- _ ---- ► 4 4' B ��J ' / LADDER #3 BAR EACH SIDE / -- > /, J �/ _ --� „� 4. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING IC 8 II = ti �_ __- _ �� APPROVED PLANS ON FILE WTTH THE MUNICIPALITY. ANY SIGNIFICANT I t,c%i ' -.I 'L �! - SLOPE=1/2"/FT. (TVP.) ��`'� DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL A a _ / /� - FROM THE MUNICIPALITY. Q �• >, • � �/ ' X/ C �)NSTRUCT IN FIELD _ 4 5. A COPY OF THE APPROVED STORMWATER PLANS MUST BE ON THE JOB Or- D 2 •• .�-r CHANNEL & SHELF TO THE �- CROWN 0 F THE PIPE BAR EACH WAYS SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11- � , W I r N 6. ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE (11„0 f j REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING i . 1 / NOTESC ,UC11ON. Mai x 04 /' , --- REINFORCING STEEL (FOR ' �` / PRECAST BASE W/INTEGRAL 7. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO C.) Cl) v RISER 0.15 SQ. 1N/FT IN OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO < § r= /Sii� IV. 1. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH 5. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION i" ,��, / EACH DIRECTION ASTM C478 & ASTM C890 UNLESS OTHERWISE SHOWN ON AND RISER SECTION SHALL NOT EXCEED 1/4`/FT. ANY CONSTRUCTION ACTIVITY IN THE MUNICIPALITY'S RIGHT-OF--WAY. '! .. • i >: PLANS OR NOTED IN THE STAF'DARD SPECIFICATIONS. IT SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR Tn OBTAIN • ' 6. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST ALL RECUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR _ ` __ - �✓ _,_._.---------- PRECAST BASE W/INTEGRAL 2• AS AN ACCEPTABLE ALTERNATE TO REBAR, WELDED WIRE INTO RISER. SHALL. ABIDE BY ALL REQUIREMENTS FOR TRAFFIC CONTROL & SAFE Y -� - - - RISER FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES 7. CATCH BASIN FRAME AND GRATE SHALL. BE IN ACCORDANCE WITH PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY WHEN WORKING IN THE ROAD RIGHT-OF-WAY. ' - --1--'' TO ASTM A487 (AASH-1-0 M 211 WIRE FABRIC SHALL NOT STANDARD SPECIFICATIONS. MATING SURFACES SHALL L. FINISHED • i o .- °,-- ,i o. o, .o�.o� .so e•oe. so.' o.' .s o.- O• BE PLACED IN THE KNOCKOUTS. TO ASSURE NON-ROCKING FIT a, F . o o, . o . , , o . _so, a° . o o P8. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IN THE • P D o o P 9 0 9 D$.- 0 9 F$ o 9 $.-o ' 9 P EVENT OF DISCOVERY OF POOR SOI STANDING GROUNDWATER, OR 0 00 : o• o 0o i- oo� oo i o' 0 00 : o'o 00 oto co . ,` 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. ` \ ��- - GRAVEL •BACKFILL FOR PIPE SEVERE DISCR€PANC,IES F1 1►! THF_ SOIL LOG DESCRIPTIONS AS NOTED INlikAili.4441 • ..] 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. THE SOILS REPORT; BEDDING 6 MIN. / 4 Li, KNOCKOUTS SHALL HAVE A WALL 'THICKNESS OF 2" MINIMUM. COMPACTED DEPTH KNOCKOUTS MAY BE ON ALL 4 SIDES, EITHER ROUND OR "D" SHAPE. PIPE TO BE INSTALLED IN 'ACTOR SUPPLIED KNOCKOUTS. KNOCKOUTY// ' / 9. FOR PUBLIC SYS:EMS, THE CONTRACTOR SHALL CALL FOR INSPECTION • PLUS CATCH BAS N. I KNOCKOUT OR OWALL OTHICKN SIZE ' 2Q)AL O PIPE OUTER DIAMETER / 48 HOURS PRIOR TO COVERING ANY DRAINAGE STRUCTURE. "_)IN ,, • , , , 0 10. ALL DRAINAGE STRUCTURES ON THIS PROJECT SHALL- HAVE LOCK.NG o .. LIDS AND LOCKING GRATES. A V--,ciru ‘ / 11. TYPE I CATCH BASINS SHALL BE IN ACCORDANCE WITH UPC STATE OF • H'' _ S C OREGON PLL �wn� SPECIALTY CODE i & Nip _ CATCH BASIN TYPE 1 L , 12. Nor USED. �� ! Z LI) , STORM DRAINMANHOLE (48". 60 " 72 ") f 3., CATCH BASIN FRAME AND GRATE S141LL BE IN ACCORDANCE WITH UPC d • • C2' N.T.S. N.T.S.• STATE OF OREGON PLUMBING SPECIALTY CODE. �ICh: C " NOTE: USE MANHOLE SIZE APPROPRIATE FOR � �'`� O Z `� • 14. SOLID METAL CATCH BASIN COVERS SHALL FSE IN ACCORDANCE WITH UPC PIPE SIZE AND GEOMETRY. STATE OF OREGON PLUMBING SPECIALTY CODE. . is R ...3 ''. t (1) 2 �1 PREF!NISHE,Q METAL RECESSED I Q DOWNSPOUT CLOSURE , / C..I ' . BUILDING /-3"0 DOWNSPOUT - EXTEND 2" INCHES INTO CONNECTOR C7 / -AUhpTER TO CHANGE 3",t TO 6"0 " Q i •. 1111 • 4 0 PERF. PIPE LAYED LEVEL 0 Q � � X1151 -11.=1 =11=1l"R 1" CONNECT TO STORM 1= :� AMOS --ft 1" SEWER LINE W/ TIGHTLINE 0 17 SLOPE • PROVIDE CAST IRON FERRULE AND - :r ;. ,ate ter_-45' MAX. __ __ • �, $j fl �MS �- =---FILPER FABRIC ALL COUNTERSUNK BRASS CLEANOUT PLUG, / ' COARSE WITH ROUND CAST IRON ACCESS FRAME AND �:;� -•u 1f AROUND L •• *'. :.+ , ISI ` i COARSE -� AGGREGATE FIEAVY DUTY, LC)CKING SCORED CAST• FINISHED GRAGE IRON COVER. __ ! ., ' � IItit-�ISIAGGREGATE / ....-- I.,I., • '''...A.-.'.. .!.. % -- - it=1i" _nil -•.: '. ''♦ .• I. - '- -., ► II=1r ---- - I-r_' I -..-i�r-rr 11511'- wy.4sto; •�a� x.R-^ �s ILII 1- JOB N0.II. -...,I,' . . . -- - i .10 .II • 't=„. 1�.,..,11. �' dr. •� 11-II _.----i - ti=' 983If'04 � I: .ihl 1: .11-. -�, g V 12" _ 1 • Q DATE JULAY/141999 • �. 01=11#1.1q11".10: 11-1.I•=u ••7 "0 �� \�- 2'x2 x4" CONC. PAD IN 3R�iv►e�"` CHECKED :v . 1 II Or il \ ALL AREAS C HM -- GEW • •moi`. - • ` - REVISIONS DAIS FOUNDATION DRAIN '� �: Z. `� l INVERT ELEV. OF LONG RADIUS " D �, ELOPE TO DRAIN 0 1 .0% MIN. �� +��,, _____-_ � '- :IFF:EFcS:TAIIN_LG BE NO1\8 BENDD �. .� ll .�.?►. STORM \• / _ *VORP! --__-4 ' OWETHAN BOTTOM PIPE �\ ;r 11111 - ---- KNOCKOUT TYPE PLUG • Ms • AT END OF LINE • PROVIDE FITTINGS---1 6" 6" .• AS NECESSARY • hs- SHEET NO • IIuP 1999-00334 ' MEC 1999.0343 DOWNSPOUT CONNECTION 4 STORM CLE ANOUTti1T 1999-00059 �OUN IN .. ITL_ 1999-00698 VIC2. N.T.S. . . vivN.T.S. C2.1 . IIUP 2000-00014 N.T.S. IIIJP 2000-00081 _�„^_____ Mari' I'I.M 1999-00266 '_'"---- -.-.._._ --___ 1 ----•-------- - --- 2 .._._._._ 3 ._ _......____._-_-- - `_ 4 � _ _... ._ 5 _. .-.._-. l 6 _--.__._ f or i►751 SW 130TH AVENUE - ---_- __ . _._ -_- _. �. _. - _ - L_ 1 --- - , 21 15 CONSTRUCTION DOCUMENTS - JULY 14, 1999 . , • \ r�+R+eul.lrt9.•A!M411MmnM�!"/M.1Y•M•'I rP yMtlf6rp�..Y..f,y_n .� r......r.,q!YM','NV..M+.InA-'Y.M1r 4nr....�...r.r.... .. ...� ..._..-...,.,.n w.r�«rx- �.......n..,. r.rl.'.Yyl1`t•. .. .• ,A... • � u. aM w.... •... � .n.61:1'ast' hnt:n..N -a� .P. .! .; f ... - I � ,. ..-..-... If this notice appcitcs cleocer Iitalt Ilio a JUP! 0 1 .. 2000 '• marginal qualify. 1111 . �6cuntcnt, the document Is of nt;trl, i ,; •. . ^• .. - rt ifI l II1t�cl • ' ''. ( 1flII ! �IIIIIIiiIIIIIIIIIiiiIIII ! I III ' I ��1; ! II I i!' ► 11 I i ! iiil�►il�� IIII ! flfl1l =.III! 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Y,.,.. .,..4h ,.19.h.,i lt6l,.-Y _.., -. ._.• 1 •,• '.w.-W.t F'ti.-n' 1(.iv.:.u..t:-..,41..iii W.,.u..d.:4.,9,.:.Y.:i:,uJ.w.rw.-:.uf::HYi,W......::uA3.: .+.n,-.v,...io,,.r.:l.. avi. -.•i i,.i3 i,r..., 1 rlf .4*' ♦.,r r e �e AL ..„:.1.;..01,..,.. ,. .,:•• . 111111 Y ,. n. .,<.•,:..d,». .. «,.a,.. ,.r.. ...., r,...•n...,• ..r w .«...e•r_.,.,acs. ,.. .:.,...aw L:..r'r ,.,. •,:,.r.i.u. .,.r... ,a-,.. ... ,. ..... ,, ..... ..:.Y.•a}r..r:.. __ 2 3 14 - r ..._ _ These drawings and Om • dsslgn rsprsssnted hsrsb/ ors IA*ARNER the sx.:ustvs property of CiMdnn's O sossry Csakers, _-` �----CASI IRON Ino. Reproduction or any use • of tt�sss dr•owings other Ihan tin. " - -- EsELL GRATE without the express written 2v. MAX. SPACING FOR PIPES S 36 DIA. - ---- ---_ -_____-- forte pro K n sno • LOCKING LID consent of CltMdrw+'s • ' LOCKING LID OUTLET PIPE AREA DRAIN oho .d. Clay un Mss. is /' GINEE�P//'V'' rOlsoinw Any rs. In . IsNATURAL GROUND p / - - DIA / DIA. (ID) us* *ill be subject to Ispd h ---�- T _, c__. c' :�V/L E/�/C�/NE L iF'//v't_"� PIA/V.N//`Jt"� 7/ h -\\77A-\\7 \��T A\\�,� V7-7- \\\-//\-\- 77\--W//\�V//\��77-� L__.�_-.____ , , - O N RFLOW i " \\\j// '—`—' \ _ _+_ — " 5122 OLYMPIC DRIVE NW•SUITE 13204•GIG HARCOR,W.198335 ►L�y4 o MIN, j--T-7-, 2 0 AIR `VENT ,......: �-- -- 6 12 TEL (253)858$577•FAX(253) 85f�85744 -`T_ _ _ / 8K 18" (.(6------;01,.."- E T --- �/ - -- --- — — l cart W�. rDLAN VIEW 121. 24 ' �,'�„ ° °�►" d ~J A e - - - 2' MAX 2' MAX - -- \ Gt CLEAN-OUT ----N -____, _ I -I-i-- . - — - -.-_ _- -----__ --___ --� A a GATE -- DETENTION PIPE• _-- TABLE I �� - ( - _. ____ __ j CONCRETE PIPE EL--- -- N. \-_=.__: --1--// SECTION Exivetbeitiv DG I. - 0 004 FT/FT �I -- SEE ■ g g 2' MIN �'-- 18"0 MIN. STORM PIPE - - --- -- ---- NOTE +! --- > LADDER STEPS (fYP) 18"0 MIN. STORM PIPE --/ -__ ___ -- LADDER STEPS (fYP) 2 .1 ? _._ �- 2' MIN ----- AL1 STEEL PARTS IN CB'S MUST ILiT"ILBE GALVANIZED. �� 1 I 4' - -`� r"`- --� 4" MIN. CONCRETE C �"� ELEVATION VIEW CLASS B1.) . f CATCH BASIN - k NOTES: cv, 6 /--- CONTROL STRUCTURE 1 . AREA INLETS TO BE CONSTRUCTED FROM CONCRETE -)IPE, . IN ACCORDANCE WITH ASTM C 14 UNLESS OTHERWIS;� SHOWN 0 m ON THE PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 2. CUTOUT HOLE SIZE IS EQUAL TO OUTLET PIPE OUTSIDE Ciii) • DIAMETER PLUS AREA INLET WALL THICKNESS. � -TYPICAL DETENTION DETAIL 3. CONNECTION TO OUTLET PIPE 10 Bl. MJRTAREf) AND 0 , MADE FLUSH WITH INSIDE OF THE AREA INLET WALL. "iiligr 4. THE CRATE SHALL HAVE SLOTS HOLES) THAT CONSTITUTECA N.T.S. 50% OPEN AREA FOR DRAINAGE. INLET BELL SURFACE CO SHALL BE FINISHED TO ASSURE NON-ROCKING FIT WIT. ANY COVER POSITION. GRATES IN PAVED AREAS SHALL BE CAPABLE OF H2O LOADING. V a(tt 81-- . B ci Re .. , , . FRAME, GRAIL, & ROUND SOLID COVER --/-.- MARKED / MARKED "DRAIN" WITH LOCKING BOLTS o ELEV. PER PLANS z / 3 AREA DRAIN (01-- Du. — -— _•^! --� "_'l_-1 1 2. . N.T.S. v ! 71.-J 11s" I i 1 Q MAX. L kl_- _-,_ a_ _____/______ _. ___' Is:,6,..,....,,,a a•...0 tu,Itariv 41,4,117,"*-----•-• Ct) :C Oa � `� MAX•j DESIGN W.S. +.4 U (6" MIN.) (X §Cii r= 0 < 3 / t ___ i_____ OVERFLOW 1 ELEVATION , I F.LBOW RESTRICTOR (._ tic! IE�-21 1 . • ORIFICE=1 .875" _ I 4' H';k. . --- STD. GALV. HAND- I {�" ! I I HOLDS, STEPS OR PIPE SUPPORTS ------ -- "- LADDER 1 _,___ 1 I • `, C F1-5 DIA_ - - MIN. C ■ -----.2 - - ! UTLET PIPE -(1111 ` PIPES) Cd O SEE NOTES w • 0 _ H -� SHEAR GATE W/ `v �.J • INVERT & ELEV. - - __ CONTROL ROD FOR PER PLANS -- - t� CLEANOUT/DRAIN �/ - _N. •- (ROD BENT AS REO,;) L�.J NOTES: ,z _ .\ I FOR VERTICAL ki 11 Q 1. USE MIN. 54" DI.-k. STORM RESTRICTOR PLATE ,'LIGNMENT W/COVER) SWALEthis DRAIN MANHOLE W/ ORIFICE DIA. 2.125" I IN SOC ON BOTTOM OF SWALE M 2. OUTLET CAPACITY: DEVELOPED �' • CY_ f FLOW. 0 • 3. I, ''ARTS: CORROSION - 2' Q Ft ANT. GALVANIZED PIPE i aC -" PAR 1 S TO HAVE ASPHALT S �D 1 ' SECTION OF PIPE ------/ \ , TREATMENT 1 . ATTACHED BY GASKETED ADDITIONAL LADDER RUNGS �- `;.•'.. ,' 4. FRAME #..ND LADDER Oh STEPS . te i i BAND TO ALLOW REMOVAL (IN SETS) TO ALLOW ACCESS -- OFFSET 5'1: TO TANKS OR VAULTS WHEN A. CLEANOUT GATE IS VISIBLE CATCH IS FILLED WITH WATER. ------- RETAINING WALL FROM TOP 1 B. CLIMB-DOWN SPACE IS CLEAR '''''''""ate- OF 1 2 - z 2 RISER AND CLEANOUT GATE. f -- J 1 2 MIN. CLEARANCE TO ANY ----- / LEVEL PORTION OF STANDPIPE \ -- - -~ . goo i+o 5. IF METAL OUTLET PIPE CONNECTS ! _-- — _ __ TO CEMENT CONCRETE PIPE: 98316.04 OUTLET PIPE TO HAVE SMOOTHc, \ (\—' --------- �` DA 1 JULY/I{Qg9999 O.D. EQUAL TO CONCRETE PIPE / _moi / 1•D• LESS 1/4*. 1 - ! CFf�! GEW —�iAWN its --CHECKED Sl r- 6. PROVIDE AT LEAST ONE 3" X 10 , 41 M I - REVISIONS _ DATE D GAGE SUPPORT BRACKET - T ANCHORED TO CONCRETE WALL I ' D • (MAX. 3'-0" VERTICAL SPACING). \� 1-I . ``� ,� 4 BIOFILTRATION FI LTRAT!0 N S�'VALE • ANGLE AS wei,',. ''F4' ',,, •---.-- NECESSARY I5UP 1999-00354 110, " SEE NOTE 7 M1 199 40059 FLOW RESTRICTOR/ tii'1' 1999-(10059 �� NO. I;I,C. I9 99-0098 ' DEVICE tiuP 2uoo-oo014 '.1'iii'' BUP 2000-00081 i'I,M Io'))-(l(1�(y6 ° CONTROL N.T.S. kJ, 7 - I0751 SW 130!11 AVI?Nt0- ;5 ._. -_- _— _ — __ _ ---- ---- , -L of soars . _ _i , _____i 2 r 4 --1 6 CONSTRUCTION DOCUMENTS - JULY 14, 1999 a r. f, . V 11,I14„ ,1 t.t „ Y� ' .. 1 .n , ,•t, � 1�� . �",t<ii, h ' 1 'tr 1 .1� 1 R r • w. If this notice appears cle.►I et than the U�� w • Litin nt, Ow document is of marginal quality. 11C1-(Ail 1CdI � ! mg s - , 1 • �I � !�I �I� I ' !�!� i ! ! � II! �! i ' I�IHHIIiIII ( ( TI1 1 1 I I, I i I 1 ! I II!1d.' • I i ;I IIIIl ! 111 !lit 1 I!j! II!ji�I;I I "� I ! I,:� {• II k, , I ; , INCH MADE IM CHINA _ - I i I i { 1 I I 1 !C co _ J_____4 . -, IPL., --a •' r , ' I I ( III I I "II; 11•• 1 I.1 li III) , (• I II 1 I 1' I•.•.t tlllll ,11111 11 I 1 11 11111 I111 III'II I III 1 1 III II III l 1 ! I{ I I �i ii is n' ' 111;.'.:' I' 11i ilittUlitil lil tU�llll.♦tt,1111 !III►{III!lllNliliillli 1111f11 / II'{I 1 i11i1111, 1111 . dill, I;,� 1I it i !�1 ,,,IJI. 14 , .r N • .. - ,,..... - , ry , el r L r 'TT'n �+.use 4 I •rnn�tr'I "4 V N.T.S. . :, :1 1 44 • A .,' I , rear` ` ; „ .:,,. .:, 11 .,�I , e 'rt h, i E------------ 1 2 3 _____F....__________ C -_. . �______ _ __. _. L _ -...w _-. _- _ _ _,__._�.---__-_ __. Those drawlngs and fhe GENET NOTA design represented hereby ors CONTRACTOR SHALL ATTEND PRE-CONY MEETING WITH CITY the er+efuslve pr°party of Cltiif�wt`s Q9sewa► fwnQws, Dissevam Mo. Fleprwduct4on or ony use 1. ALL MATERIALS AND WORKMANSHIP ON SITE AND IN CiTY RIGHT-OF--WAY / Vif A ARNERof or the prole�t Ir°It�naed�n I SHALL BE IN ACCORDANCE WiTH THE REQUIREMENTS OF THE LATEST CRY without the exprs�s written • ocen consent of f (N�sl:yw's ANY PAVEMENT WHICH WAS DAMAGED DURING CONSTRUTION SHALL BE REPAIRED VAR I ES I OF HILLSBORO STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. EAIGIAIFER/A1'0 Ia PRIOR TO rCCEPTANGE _- _ _.--_ _..� w_.__._..._ _ -..,. prop{lrUed. Any unauihorlTsd !`7/V/A' .67 C,;/NEER/,'.'c .c PeA/\//\//,NJ use will be rublect to lepo! 2. IT WILL: BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY �� 5122 OLYMPIC DRiVE NW•;tJfrE 8204•GiG HARBOR WA 4833.x, I- /'� �I(LI�1 " COMPANIES TO Ct)OIRDENATE CONSTRUCTION. ALL UTILITY RELOCATION WORK I----- ^ ----�- .�,, 2 MIN. ASPHALT CONC. -- CLASS B. SHALL BE AT THE EXPENSE OF THE CONTRACTOR AND MUST BE IN TEL(2531858H577•EAX(253,)85813579 �¢�/ N ACCORDANCE WI)'H THE STANDARDS OF THE CITY $Ot \e =1 it ffi 11=111=111: `� ��-7_17TruTir-L---9T---- -F7f11:7-1 • <7 -71---- 4 3. BURIED UTILITIES ARE SHOWN IN THEIR APPROXIMATE' LOCATION. THE r �G+'` �' rK � ! III- i i- i i--1 l i --i CONTRACTOR SHALL HAVE THE UliUTiES VERIFIED ON THE GROUND PRIOR TO OIIEOON A .!� � � .� �e�,.,•r.• •tee.•...' ,..•• ••rsli � \v j47).„) ft ° a , ,e•: 111=111=1111.7.4 i I==11.��::�!j�!; i•.4• of: s. ;4 .44 . �y MIL' CONSTRUCTION. L- �ttb '� 1 ar.7____ --�r -d '° `" '° -.LII=111;-1 I1E1117- �' !: •� 4. f�, .ss�.e::•.. �__ A • '� '� --'�/ I. rri T '= 11-111=111•=7--1111---4111-1 I I I=--�I I �' 4. ANY REVISION TO THESE PLANS MUST BE REVIEWED AND APPROVED BY 13. PROTIL'T STRUCTURES, UTIUTIL�S, SIDEWALKS, PAVEMENTS AND OTHER -� iZl--1I II- I I_ THE CITY PRIOR TO ANY IMPLEMENTATION IN THE FIELD. FACILITIES IN AREAS OF WORK THAT ARE TO REMAIN. OPEN __-__�_• __ _ • I��-1 I I-�I I I i- i-=-I I-�� EXC„AVATiONS AND PROVIDE WARNING LIGHTS. COMP!Y WITH RECULATIONS [ L7 _��. -111E111-1---of -111--T=_11_ill=! L-- ---- CONCRETE WALK. SEE 5. BEFORE WORKING IN THE CITY RIGHT-OFA-WAY, THE CONTRACTOR SHALL: �' AUTHORIT)ES HAVING JURISDICTION. • I I 1-1 l I-=-1 I H I ISI I ^I i CITY OF SALEM A. OBTAIN A PERMIT FROM THE CITY. ' B. SUBMIT A FINANCIAL GUARANTEE TO THE CiTY TO :3 URE 14. PROVIDE SOIL TREATMENT FOR TERMITE PROTECTION IF REQUIRED BY in rSATISFACTORY COMPLETION QF WORK. THE CITY LOCAL BUILDING CODE. 5 1 • STANDARDS SECTION 308.308. CAN BE CONTACTED FOR iNFIORMATION AND • / _ _ .___.._�__ DETAILS CONCERNING LIABILITY INSURANCE 15. PROVIDE BRACING AND SHORING AS REQUIRED IN EXCAVATIONS, TO 4 MI"'. O F I 1/2"-0 1 1 /2"-0 SEPARATED REQUIREMENTS AND OBTAINING RIGHT-OF-WAY PERMIT. AiN SIDES AND T O PROTECT ADJACENT STRUCTURES FROM SETTLEMENT, i SEPARATED SIZE AGGREGATE. SIZE AGGREGATE, SEE • / CITY OF SALEM ... ..; C. PROVIDE PROOF OF LIABILITY INSURANCE IN AN AMOUNT COMPLYING WITH LOCAL CODES AND REGULATIONS. MAINTAIN ;ARIL BY THE CITY. EXCAVATIONS ARE BACKFILLED. LI --- - INORGANIC GRAV STANDARDS, SECTION EL SOIL S UBG 3 0 3.2..0 4 B. THE CONTRACTOR SHALL NOTIFY THE OWNER'S SOILS ENGINEER IN THE 16. STOCKPILE EXCAVATED MATERIALS, WHENI ALLOWED roe REUSE, IN A '""' SUBGRADE RAD E {EVENT' OF DISCOVERY OF POOR SOILS, STANDING GROUNDWAiER, OR SEVERERE MANNER TI MT MAINTAINS SUITABLE MOISTURE CONTENT, UNTIL REQUIRED FOR PROOF ROLLED EL VERIFY DISCREPANCIES FROM SOIL LOG DESCRIPTIONS NOTED IN SOILS REPORT. BACKFILL AND FILL,. (1) ,, COMPACTION OF MAX. DRY DENSITY PER GENERAL NOTES: alpii 10 • ASTM D-15COMPACTION TO A MIN. DEPTH OF 7. fl J STANDARDS 17. EXCAVATE FOR STRUCTURE TO ELEVATIONS MID DIMENSIONSI, 12 INCHES. SURFACE TEXTURE SHALL BE A LIGHT BROOMING, TRANSVERSE TO LENGTH OF WALK. . EXTENDING EXCAVATION A SUFFICIENT DISTANCE TO PERMIT PLACING AND SLOPES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL OR AS Ll AND FILL LOCATION REMOVAL OFOTHER O (PROVIDE SO1JD BASE TO RECENE CONCRETE 0 I" . NOTE: DEPTHS OF MATERIALS INDICATED HEREON CARE SHALL 3E TAKEN TO ASSURE A UNIFORM GRADE, FREE OF SAGS AND SHORT RECOMMENDED EWA SOiLS ENGINEER. FILL SiTES MUST BE APPROVED BY CI) . ARE COMPACTED MINIMUM. GRADE CHANGES. THE ENGINEER AS SUITABLE LOCATIONS FOR THE PROPOSED FILL. 18. REMOVE EXISTING WALKS, DRIVE:S. CURBS, FOUNDATIONS, CISTERNS, BOULDERS, VEGETATION (TREES, STUMPS, AND ROOTS r OR LARGER IN 0 CONTROL J O I iJ TS SHALL B E SPACED E��U TO THE WIDTH BUT SHALL NOT 8. THE SITE a�VELOPMEM PERMIT MUST BE POSTED ErY THE corrrRAcroR �� TRASH, ANOSIMILAR OEMs AS NECESSARY TO EXECUTE THE waRK THIS PROSECT. • EXCEED 6' WITHOUT REINFORCING. AIM AT THE DRIVEWAY LOCATION FOR THE DURATION OF THE CONSTRUCTION ACTMTY. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE WEATHER 19. NOTIFY THE SOILS ENGINEER IF ABNORMAL. OR QUESTIONABLE SOIL c IiiFf PROOFING OF THE PERMIT, POSTING APPARATUS, AND MAINTENANCE. CONDITIONS ARI ENCOUNTERED, MID IX) NOT PROCEED WITH THE WORK UNTIL DIRECTED TO BY i..1 SOILS ER,'GINEER. EXPANSION JOINTS S ALL BE SPACED AT A MINIMUM OF 20' OR WHEN ABUTTING 9. USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT APPROVAL. OF 0 F B A FIXED OBJECT. OWNER AND CITY 20. MA! TAIN EXCAVATiONS IN A CLEAN CONDITION AND KEEP FREE OF - -"1 'i 0 6 WATER AT ALL TIMES. a 1J •r 4 2. 10. THE CITY iS AUTHORIZED TO MAKE INSPECTIONS AND TAKE SUCH ACTIONS AS REQUIRED TO ENFORCE 'HESE REGULATIONS. THE CITY 21. BACKFILL EXCAVATIONS AS PROMPTLY AS WORK PERMITS. g REPRESENTATIVE SHALL PRESENT PROPER CREDENTIALS AND MAKE A REASONABLE EFFORT TO CONTACT THE PROPERTY OWNER BEFORE ENTERING 22. THE GENERAL CONTRACTOR SHALL COOPERATE WITH THE SOILS . aki TYPICAL PAVEMENT SECTION CONCRETE SIDEWALK ONTOPRNATEPROPE:RTY. Ist) �- � � wow ENGINEER IN THE S.r''•IELIIJUNG AND EXECUTION OF THE WORK SO THAT THE ,. 7 N.T.S. 2 r:) N.T.S. REQUIRED TtSts AND INSPECTIONS AMY BE PERFORMED, AND THE 5118- �� ''' -a 11. A COPY OF THESE APPROVED PLANS MUST BE ON TilE JOB SITE iONTRACTOR SHALL NOTIFY THE SOILS ENGINEER AS FAR AS POSSIBLE IN (11) W S h• WHENEVER CONSTRUCTION IS IN PROGRESS. ADVANCE OF THE READINESS OF THE WORK. NO ilIORK SHALL PROCEED I- UNTiL THE REQUIRED INSPECTIONS AND TESTS HAVE BEEN PERFORMED. i N • • _.___� - 12. THE CITY SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY . CONC. PAVING WITH CONSTRUCTION. 23. REPORTS OF I tSTS, INSPECTIONS AND APPROVALS PERFORMED BY THE V iV3 SKID-.RESISTANT RAMP TEXTURE- ---_ r LIGHT BROOM FINISH SOILS ENGINEER SHALL BE SUBMITTED TO THE GENERAL CONTRCTOR, _ 1/2" (SEE NOTE AND DETAIL.) �/ ARCHITECT & OWNER?. W M7 CAQ _1:1-(:)--,_ 07- ....-- 1/4" / �. --- • SMOOTH TROWEL FiNISH AT ALL -1--- ( ) _.. 1 1/4" 000 ERT;RIOR SURFACES OF WALKS " 4 4' MIN. 16_ /-1" RApIUS W/SLOPED FACE • c �- 3.67' MIN. --- " AND BROOM FINISH TOP RAMP TEXTU,RE. DETAIL 1 _•:, - --- '- / 3 5 5"- AND SIDE '.. riibk, illiii '.,2 _ __________ A ', - 1 i • (Ilk . " I • 1 2" MAX. VERT. CHANGE- -~ `� .-fes _---_- --! N \ I a--- --j 1*i- 4 p 6 --ASPHALT PAVING - • (BEVEL WHERE POSSIBLE) I 1__ ,jo , a'Q i • 1 / / O ,Q / • • O •� O• No • o e t • y° SKID--RESISTANT SURFACE SHALL CONFORM TO CITY OF SALEM STANDARD DETAIL NO. 307 \/ °�� •• ° 4 a • ".`ger• O 1 6"�'° O. C CURB RAMP SHALL NOT BE POURED INTEGRAL WITH SIDEWALK OR PAVEMENT AND SHALL BE ISOLATED BY ,y�\\\� ,� ' C I . I ' EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO ROADWAY PAVEMENT. 44 °'A�� IO INLETS SHALL BE LOCATED SO THAT RUNOFF DOES NOT FLOW PAST THE CURB RAMP. I GRANULAR FILL CIS L7 • •• o• °• . CC. • 3/8" PREMOLDED ASPHALT • • EXPANSION JOINT 7.75" R01 i `'- CEMENT CONCRETE gi Cr)2I __, <C RAMP 4 VERTICAL CURB & SIDEWALK )11/1.z.19CURB N.T.S. 2.02. _____ - n N.T.S. 0 CD i = __1 • Q 1 p ►= /8" JOINT TOP OF PAVEMENT 1 „} 1 JOINT SEALER \ -1 -- 5 1/2" 1/2 R ci • -- ----- J 1/8" RAD. T t lik1 -• I Q Q NON-EXTRUDING \ 4. ° 1 2i �__ en f--Int 4. FILLER -- \ _\ 1 - I ►- ^ 4 � PAVEMENT roe �. 5B3lG,.o4 -` DATE JUL0c�1�p9 `� Ki L__I /� i A Y CK�D BY `/ I• I 4 GEW TOP OF CURB1...._w_valmi.s. IaNS - -'( DATF- D i ._.1 �, 4 AT APPROACH D _ - - . • • \-- LINE OF FRACTURE 1/2" g --- I (G•••' ' • e•. Q fw • , •-:71 <1 a q7 3/4" 11 ' ______...1•.. . T = THICKNESS OF PAVEMENT 4" MIN. THI(,KNESS 1 1/2"-0 SEPARATED PIETY NC. SIZE AGGREGATE. SEE CITY OF SALEM SIDS . , iil1P 1999-00354 SECT 303,2,04 JOIN i ME:c1999-00343 5 CONTROL JOINT 6 XPANSION T SIf1999-00059 _ ._ _ 7 VERTICAL CURB C2. 3 .1 , i Ll 1999-1,0698 Iif N.T.S. I2 N.T.S. 2..iv N.T.S. 13t1P 2000-00014 Of SHIXTS 11(0'2000-00081 _..1_._ -1- L_ -�____ -�_ _. _. 1)75 I SW 1301N AVENUES' - - + t _ _._ _ _ - ----- --- -- - - - - - _ ._- - ''`' '1 15 CONSTRUCTION DOCUMENTS -- JULY 14, 1999 • 1 . f: : S '. A I ,....„4„. ' ,..- • _. . •:,,",.,µh+Mk:.,....,Wry1M,M'MYM"K4:Yw^'w�Waw+1Me.;suv�w ... 11yrh,�wMtt�PE'aF.^MMMi M.-Yi.nns.+IMN•°'nM.M'l�t....,:t.�.•.r-. '�t',wwf•!M,V'::i"A�4Y...n!-. w .�yy w ' ,... .. .. 19 a dv: t 111 . ' ''''.11"41.11M ' . . . ' 'n$. .. ' iri . . ' - ' '.'.. '4''' ' 'w, '*. ' . ' t ' ,• ' • • • • • „ u ,.. JUN 0 2 �� , • •' '2 ilit'; • ' . 11 1 ' = 'i ,c Ift1IS 1 ( 11(( : e:11'S (1et1el' than 11 ( +',i' 1. r enel, ilia. 10( 11lent is of marginal quality. microfilmed . ' ' � • , .. .r: i 4 a � f ( iCIII' I1l1 � 1� II� Iilll I IIIIIIIII,IrillIll�I�iii11 iI111(. !I1T.iiIil � 1; ; IIi!:1iiLi� I;IJIIj �( II IIiIi! IIlh1i1' !T1I1(1 i! 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Tar� , •i�, •+vx+��1 i • • • ..,rye-,.•w 4444 -4444_._.._. -.•--.._� .4444.._ ._-._ r._�. _ _ --.-4444—._..__�—__�_-4444__ _— -._._ _ �.--�-_. �- •- .4444 4444-4444_-44.44-4444__-...�_.___.._. ..—� • 1 2 3 4 _�"' 4444 _.___._.4444__ - -- -- -- . — These drawings and th• ign ntod by ors ��., -` t " �CirNl�lwtre1► s0liMstrs� ho sxolustes property of .•-�''.. . Aoproduo?lon or any use - ice- -.-...- of those drawings oMwr than ...r- r -.r .� for Ms protect intended . �'rri ENGINEER/A/0 without to express written r- +1,41 -- prohtbltod• hop Unauthorised G/V/L E,NG//\/EER//\/G c�F PLA NN// ./ • t .. • f �' ..---- ,-�.•• use will los sublimer to teMl �, 6122 OLYMPK;DRIVE NW•SUITE B204•GIG HARBOR,WA 90336 ""`' #m ✓'f - TEL Q63)8618677•FAX(263)116611679Niet !' Ll 4, ,1' ,,, `. • ,...-,-' -.-'� 16011..--- ,, \\tri V. 1140011'4- PE- alt\!l ,,. 2 1/2" SERVICE SADDLE VIS \ I�l V J �, ...40k--- Oi1�00N b . A 1-2" DOMESTIC METER (.3.;. i....... � A \ Q6, i'r it: �''- 0�\ \ i'.. ........ , "' ---- - .,,11,E i r--'' ,--1-2"IRRIGATION ,,,.- "'•.i -'K0' ---4444 • ��-`-� METER - - My � bf>tisv000 ,.,/• '" r7� 4444•' �''" 1 .n. '" j" � ? •• CONNECT TO EX. WATER ps "'' it I ' .....0''"b-,---;„;.--- ' � !i 12x 12x'4TAPPING TEE(MJxMJxFL) "` � .-�' " : / Ki + i I 1-4" GATE VALVE(FLxMJ) - '''' .--•-....' _.„ � },,+ y' 1-THRUST BLOCK �' 4444_ '!, I F., 1-4" 45' BEND(MJxMJ) - ' '` f i, I , § I ,. 1 CA ^. 1-THRUST BLOCK -� -',% -- I " S : • �221� •/� �--- -' -- -- _ \� ' 0 I 0 20 40 (1) O J CONNECT TO EX. WATER rrg+� �� \, \ • < 1-12'x12"x6" TAPPING TEE(MJxMJxFL) %Iiiiiii— .--i _ • ,,,,.;---'�`'� ,-'"�''`� J ,,�„ -\ \\\\ '� • 41.12.4 • 1-6" GATE VALVE(FLxMJ) .--' --- ..- :/ .. - \ \\ CI w ----- --- --- -- ' \ V\\ 1 I MI I w 6 • ...... r . -�" -;%- \ \\ t 1 SCALE: 1 20 -0\ .. , i1-THRUST BLOCK \\ i ..._ ..--, .........„.0„..„.- _„::........ „ .--5-=,-._:.---_--- ,- -__ , - \ al ..„----- . .., „.1..... \\ ‘ a 1 • ro , ._ .... , ...„ ,. . ...---- ., ,......„1....:-, ...,--.....„. \ • ...„. , __ ___...-..; -- _ ,_ _, , i L.-------- 1 1 1,1.-': . a ,.. 1 . ___---- ..,, . ...• � ,1_7- , - \ tav .. „„ . 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SSMH /FF -- 214.00 (AN 1 / IE-198.91 si �--I I SSCO 1 --'' 111. i /� REChANNE: MANHO,aRIM=214.001411' � I i � i- �• IE=208.66Q .), 1___. n /lir �'49 - _ ..-�SSM, w © lin `�, � R'M1'0'4$I. ,,,, x 1 _ 4444 , Ix x 1 : I �- r N ............. �� I I , .r i� ,..-..._.__ .1.•- __._.._..CD �/ ,' 1_ C:1 f'^- q•..�„t. / I I ' I I RIM=?09.3 4444- /� / x I I IE,�2O4.'1(f'-) �.1J 0 p 4, 59LF-6 PVC t _ . � .� .:1\ ► S rrT�-r-T-TF // I I I I S=16.5.3% • ii• ; :;� / w i i j I �' '0!8316:04 D * ;} :w,> - - .,U SD S / !f i � JULY 14, 1999 I 1/ El/MONS OM 1 1 i ., I "' zNi 1 . I I i I (Ni - / i - 7CONNECT TO EX. WATER D V w w w 1 I I 1 �,/ I I , 1-8x8 x6 TAPPING fEE(MJxMJxFL) I ,�• 1 { ( 1-6"GATE VALVE(FLxMJ) 'I i l_ ` r , I I I - 1-THRUST BLOCK /ii 1 f', l.:J \�\�_-- -210-- , • •. • ,.,..• .•.. ..c,•�. •_- _ _ - _ _ -,. -- -- - - - - -- --I *, \\ m 09 �Iw44.1 _.2 �_ .__ ,�I , 4/MOINIMINEMINIMIANONMS OM Oa w :-- —_— Q 131113 1999-00354 I ? MEC 1999-00343 ! ' N .al L1! SIT 1999-00059 "�' B1It�2000 00014 1-FIRE HYDRANT ASSEMBLY-<// j �\� �� JI PATCH ROAD PER CITY STANDARDS ," guP 2000-000s I 4 x1 C 3 IS 0 a , .*a (i.1 ' PCM-1§§§:00266 I '; C7 TiI _ .•,;, ',e c:a 10751 SW 130 AVENUE - I I t-- ! PQ 24 of 35 _ ....,.•..- 4444 ,.. 44-444+844440010 —+--- OF sun c) I 2 3 4 5 6 ( , _ r CONSTRUCTION DOCUMENTS -- JUL.Y 141999 ' i • s r a.,wvrv- _. ., ._i wa 4444,. „ ..m4+4.wrw•.,wd.-r, 44,44. ti _ • .,r . } / : ,.:,. ,,.. �:;.: •444., �:.. � ,. '. _ ., � ^ ,. .. .._ ,. :: _ ,:- •; .,: ,,,.., 4444• � �''�� 4444 ,,.� . .: ,- ., 4444 ,• :.. �;,:.,.., ..: s V > ' L i ,.': ' ,•, If this notice appear: rer than the JU 0 2 1040 � . N ,, content, the document is of marginal quality. • .. ,,;:! 444:4 .i $ a -,•v.., +n. `ry, I nuc;rc�lllmcd 4444 ,f �, 11 , 111 Illlilllll I :: ;;11:117!:1:(111:1111111 i'Ilii _ f *' hRr � t • I I I I 1� 1 f 1 I i l(I 11 1101•11{11011 Ilii�iiiiiil I Il ri 1, .. t Ijli 1111111 1T I I11 1 I III �� r � nJ.,, }". iNCN II MAO! 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A,ny unauthorized ' .•„ . .. ____ I \/J I` C.7 Vii E/O/G/WEER/"/ a -- 7 Or 1 NOTE: IF CONC. IS NOT f't A/�✓!V/��/t y r • IL.IR• ”" » r II 5122 OLYMPIC DRIVE NW•SHITE B204•GIG HARBOR,WA 98335 ` - t .• •, in--.8.0.0-4,;6),: )....:144 �, I SPECIFIED, EARTH BACKER" I: v � Ci/ i 0 0E COMP.AC;TED IN =! TEL(253)058-8577•FAX(253)858-8579 r�4:03104,44.,;. ---* t w tib i t. 1 1 :!: 1 != CHAIN �r► moi► MO OM T.,4")1 I.I' I rde, I It< 1 6" LAYERS. 18011PE \ ,r MIN, AREA OF LE/EL. \� I _ IDENTIFICATION PLATECAST BRASS • - �'-• -11z =1' ,6.4 0. "1' W 1" NIGH LETTERS "ASTO ,• •'' ____ �r __._ __._. GROUND SURFACE -8" DIA. GUARD POST - CONCRETE 04.) 18-X1 8"X8" CONCRETE 1 SECTI �i "eOREGOil A BLOCK S(FIRINKIER" , . `• N II ____.__ __.--•__-- —____-_ —__-- - \ .-., , , • . . -. ... . . . - , _ GRADE__ P�� __---- -_------..__ __ • __ ,�- ,.____._- --- MAIN VALVE OPENING FIRE HYDRANT AS PER CITYIEs.rtiav ov .- . . _ _- -- -_ �--_ 4 1 2 --:1 I I—I I i r 1 ( I I --I I OF SALEM STANDARD SPECIFICATIONS SECTION 503.2.01 I; I I T I---I I I 1- I 11-1 I 11- AND CAPPED WITH CAST IRON CAPS. —I–I 1 = III- ,.- - DCVA VAULT II Oii : ti I I I- �. SEE PLAN VIEW ABOVE • FOR CONFIGUATSON CA FITTING EPDXY-COATED TIE'-ROD - BOLT TIE LOCATOR WIRE TO LOWER FLANGE 1. AND CLAMPS WRAPPED IN POLY- " W/6" SLACK FOR CONNECTING LOCATOR DEVICE PUMPER CONNECTION- 4-'1/2 tUl��', ` ETHYLENE SHEATH, REGARDLESS IF SWING-TYPE GRAVITY OPERATED NST BRONZE STEAMER POR O( \TEE WIRE-GAUGE c:_ Lam.• PIPE IS P.V.C. OR U.I. LE( MUST FACE #1/ OR LARGER CHECK VALVE F UMPER OUTCA DIRECTION OF ACCESS @i - " TWO PIECE CAST IRON 2 1/2" NST BRONZE HOSE PORTS' i�li 11 7�"MMS VALVE BOX & LID 3"MIN. (1) g DO NOT BLQCK •�■,� L1 �-.K•- -- - ----- SPLICE LOCATOR WIRE TO WIRE ALONG Ell ` THRU5T- .\ _ --, _____.3DRAIN KD�S MAIN USING A SPLIT BOLT CONNECTION • 01§3 6 BLOCK __ __ Q _- _ BURY HYDRANT ----� 1L1 4,--6" GATE VALVE, FLANGE k. -- �� ► .�. / X MECHANICAL JOINT • PIO m . 1 _ _- 1 2 CY MIN WASHED - I ' -� _ �ij / '` CONC. BLOCKING \. » ,/ - - AAI Cui) '. PIPE MATERIAL AND FITTINGS -- 3/4 STRAIGHT BALL DRIP VALVE GRAVEL PASSING 1 -1/ "" '� -� _ �� IC\.�� t• AS PER SPECIFIC!'.i IONS NPT--TAPPED INTO O INVERT OF PIPE AND RETAINED ON A 1 4• , . � Fr •. �- ._---.�_ MASH FOR DRA;N TO LEV �•-- � • -- CONCRETE VALVE SUPPORT, 12'• HIGH (MIN) 6 ABOVE DRAIN HOLE. • SECTION } ---- i 6"x8"x4" MIN. SIZE CONC.- 3/ " SHACKLE BOLTS (2) CAST IRON' TEE (MJ X MJ X FL) �/� r FIRE DEPARTMENT CONNECTIONS: UL 405, EXPOSED. BLOCK UNDER HYDRANT 24" MIN CONNECT NORMALLY 3 —6 �►,/ CO SIDEWALK TYPE, CAST—BRASS BODY, WITH THREAD INLETS AND VALVE. USING DUC LUGS TRENCH 2 ACCORDING TO NEPA 1963 AND MATCHING LOCAL. FIRE ALTERNAIE: • DEPARTMENT HOSE THREADS, AND THREADED NPS BOTTOM FIRE DEPARTMENT USE RESTRAINING DEVICE AT BOTH ENDS C (nR OUTLET. INCLUDE LUGGED CAP, GASKET, AND CHI LUGGED 1 DESIGNED TO REPLACE TIE RODS AND THRUST 9 SWIVEL CONNECTION AND DROP CLAPPER FOR EACH HOSE _SIAMESE CONNECTION L BLOCKS, SUCH AS EBAA SERIES 1 100 OR EQUAL. B • CONNECTION INLET; 18—INCH (460 mm)—HIGH BRASS SLEEVE; �pi 1 ,e„: N.T.S.N6" DUCTILE IRON PIPE CEMENT LINED Sj AND ROUND SIDEWALK ESCUTCHEON PLATE LENGTH NOT TO EXCEED 50 FROM VALVE A • © FIRE HYDRANT ASSEMBLY (11) I- 2 g ' . • • I BLIND X AI! N.T.S. roll 111 (x) FLANGE \ A .1 (11)\ ' ...I.J...-/'' \ . \ . `I , 1-- ~ \ \ • ---- ..• i 1 ' ,/ I- - - II ---� - — - - -41114 -- - — __ ATERIALS IST 1 II N J VI= R. • • —, I I I SUMP SEE Q tD lb . ; TOMB BLI. D .. ' -PLUG 1 . MAIN GATE VALVE, OS&Y NOTE' 1 1 -OVERHEAD OPENING 12"MIN. .... • -' W/ HANDWHEEL. IOWA ' FLANGE ��`" \, I r� TO STORM DRAIN - ____ � . LIST 14 OR EQUAL. r �' >/ OR DAYLIGHT © O © © -_ 1�. J POST INDICATOR • —2. DOUBLE DETECTOR CHECK — VALVE. SEAL �� '°� ,,' t\\( I�EJ 3. 3 4" BALL VALVE FLOE WIN l II I.III( 11110)II \t '. IN `.•-.:1 CAPPED CROSS 90' BEND TEE TEE (TEST COCK) 3 L., -3" MIN. -` - 4, SR-2/(CF) © `=' I 3 • (ROCKWELL 5/8" METEP.) �'r '"' •i:iidi 0 B INU FLANGE _- rz 1 I. O ,ESMALLER C C - 5. 3/4" GATE VALVE, ASTM LADDER 0 4@ 6 5 Q N - 4" D.I. PIPE--R C P�IPPEE 0584-78 - , 'h / y 6. 3/4" DOUBLE CHECK VALVE - IV ( ��11 ,• o '� �`. , `BACKFLOW PREVENTOR - -____111 ,`' T c` ,,,'-� 7. 3/4" TEE p� ��p VARIAL: _ I .L . 18" MIN - FOR PIPE SIZES UNDER i rTC8' MIN. 12" USE 2-3/4"0 GALV. _ -�_ - 9. W,L[INcEAIrEA � HAMBER H2O LOAD ACCESS DOOR-�THREADED RODS- � -_\ 1 r _- --,•- r� a C I "�1 6 MIN. I CAST COLLAR - - C Z (� ; . NOTE: SEE 2" BLOW- FOR i2"&14" USE f 10. FLANGED-ROCKWELL X912 6 . OFF STD. DETAIL " COUPLING ADAPTOR - fed- "-3/4 0 RODS , (OR APPROVED EQUAL) i w 0 MAINTAIN CLEARANCE -- cr - BETWEEN PIPE & CONCRETE 1 1 . INSTALL 1/4 HP SUMP 3 MIN. _ O Q © - 1 ^ ` 0 2 TIE BACK �" CROSS P cMP IN SUMP. DIRECT FLOW 9 ii 4 \ V S14111 Iti 3 BLOCK DETAIL 4� BEND Di.�CHARGE TO NEAREST FLOW Iv) , , -.` � \ CATCH BASIN _ - 11��►TI�hyA �,�-•Ir CLEARANCE REQUIREMENT: V ,, 12"MIN. ©l Q I� 3" MIN. J 1 -- 3" MIN. BETWEEN WALL & IV I 30 MAX. (' 1 , aim THRUST BLOCK - TABLE MI. BEARING AREA AGAINST UNDISTURBED D SOIL D __ _ SUPPORT Q ANY BOLTED SURFACE �' I. SQUARE FST - ' RODS110 "A GRADE \ ••; f;•• •• %; ;�'% �' �- 2 , ` IL€ Aft? B ft� C'ft? D fit (ft? )X(f12 ) I IY__ —_ -- __ -- `� SUPPORTS: - — - - -- C.] ( ) ( ) ) ( �� —I —I I I� 2 GALVANIZED STEEL n-t -u- ti-�=u-u=11 -•"--- 4 / rlss "—r--4T—FT"--41 �! ( - (I 1- I�`--I 1- PIPE SUPPORTS (RUST - " • 11=11=11=-11-141:-.11=11=11=1 c W 4" 3 1 1 1 1 NpN ✓ 1 ---} _ PROTECTED WITH SUMP, SEE NOTE 11 -- I--I I I�� 11--1 I 12 MIN- w » 4 4 1 NON ' I I; I 1=1 I �� ALUMINUM PAINT) 1 1/2" WASHED ROCK --. `r h-- " 7 6 4 2 1 4 -III-- -III- \ - FLOOR TO _ CD 11 10 G g Iii ii _---- - -- __- _--- ACCESS: 10 I I I I SLOPE TO DRAIN + t= `Z • � 12» 16, 14 9 9 -- - - - \ • ------ i �I II �- " PROVIDE AN ALUMINUM LI UNDISTURBED OR �, . ': 14" 2 19 12 i 2 PROVIDE 3/4 FVC CONDUIT LADDER INSIDE VAULT ELEV6TIQN COMPACTED SUB-GRACE I% 2 ' 9 2 $? 6 24 r .I . ' -2- 1 "0 RODS WITH WIRE FOR MONITORING 2 4 ii 9 4~ 4 i 1g i �w8N 7 4 24 12 4 L GATE VALVE --- r,�, 4", 6", & 8» DOUBLE Jx �I� v DETECTOR CHECK VALVE ASSEMBLY _ 1?: 1�� 714 1�7 i� ��i 1�' 22 1 2 BEND GATE VALVE ' Fr48" 257 223 140 71 36 140 ____. --,-1'�'.. N.T.S. •ao Nor 98316.04 6t7A'E JU71WQ9999 -- TO BUILDING �1----ERICkEC 8if NOTES: E 2 - - - 01'1 _-GELDr, 1 . BEARING AREA OF CONCRETE THRUST-BLOCK BASED2u E N S Tr-- SIC1N4 CATf d ON 2,000 SI PRESS P R ND AI?E F SOIL BEARING LOAD � f `"� �� PIPE MATERIAL AND FITTINGS I ,; T 'RUST AS PER SPECIFICATIONS D AREASUUADJUSTED / BLOC!: 2 N 0 • 2 ESURES AND IODI CONDITIONS. PIPE SIZES, 1 3. CONCRETE BLOCKING SI-i L BE F CAST IN gLACI AND - I I -- I _ v HAVE THEMFITTTI C. './4 ay P 4. LOCK gSEHA L B ' ARS ACAfINN`:T FITT GS ONLY AND 1 1 1 �4` BEND " QN u ---J ` P D SMAW LI OF OINT S TO c MI TAKING UP MEET no. 5. NIf C OR SHALL INSTALk_R CKINGp,,,AD. DATE " f NIF4tritIttigglASAVEI ATIQN PRESSURE '. lfi II 1999-01)_154 U 0 ALI T 'E 4 P • ST INDICATOR VALVE MfC 1999-00343 CONCRETE BLOCKING '��' N.T.S. . J `II 1'999-00059 • C3. Or/ I I.l 1444-Illlh9lS N.T.S.NTS - - f i til IP 2moo-0001.1 _ --j __ __,-_-- -- -- --- lil 1P 2000-000ll I ____ __ ----- _ __;-.. 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Any unauthorized /V/L F_:/N/� //V��iP/Nc"� 4Y /LAf Jt J/Nc vue w- be subject to Ieq^i _l 't )4, :,59 5122 OLYMPIC DRIVE NW•SUITE B204•GIG HARBOR.WA 98335 • rtN\ TEL(2a3)858 857/•FAX (253)858 8579 /0,64 �,9 A. ,te�i�UPE A A �l :�_ z aii a CAST IRON OR 2" BRASS NIPPLE DUCTILE IRON • rrr.l : l..� (MIPT x MIPT) �EXPIREbCf/01/:�O I. WATERMAIN. � - -- --- ��1. CONCRETE BLOCKSIII FOR• SERVICE FROM EXISTING pl WATERMAINS INSTALL 2 1/2" FORD F202 STYLE_ SADDEL (IPT) ALTERNATE CONNECTION DETAIL • FOR EXISTING MAINS 0 i I 1.) �-- IN UNIMPROVED RIGHT-OF-WAY CAUTION VALVE BOX SHOULD NOT REST ON PIPE. I.' INSTALL METER BOX AT Q ;- LATER COMPACTION IN AREA OF VALVE BOX COULD 1:1 PROPERTY UNE. a rit 6 CAUSE THE BREAKAGE OF THE SERVICE. Z 4" TO 10" MAINS w (il)w • " REQUIRE 3' MIN. COVER. 10 11 1 o O 12" AND LARGER MAINS a a REQUIRE 4' MIN. COVER , I 0 1 • VI k '• • { J �,.,, •.Z--. In1ATERlAL LIST E4R 2' SERVICE r,. 10" MIN. `,• :;.;c:.;• ,; ,;,: ." 14" MAX. f 1 2 1/2" tapped tee. - IJ LEAVE EXPOSED 3' MIN. 2. 6" long x 2 1/2" brass nipple (MIPT) 0 0 y 1 BY PASS NOT COVER 12 MIN. •-J B ~ s� 0 ow_ r FUR IRRIGATION 3 2 1/1 (OBBM) IOWA gate valve (full opening for tapping). B. ,L III 1eI METERS. �� 4. Two piece cast iron valve box, Olympic Foundry Co. or equal. Standard 8" S top section with regular base section, length to fit. f� a V) i 1 5. 2 1/2" FIPT x compression fitting, Ford Cl077 or equal. s kli IiI1--)''4 --,� DU- 9 • 6a 2 1/2" Type "K" soft copper tubing, length to fit. rilmillii ‘a © 5 7 \� �3� 7. 2 1/2" Packed joint ell, Ford L44-77 or equal. 8 P�• a 8. Customsetter with by-pass, Ford VTM77-128 x 17 3/1 6" or equal, with , 8 vertical inlet and outlet. • L CRUSHED ROCK BASE .f,, ' - 2 - 9fY BRASS OR BRONZE ELLS (FIPT x FIPT) TO SUPPORT VAULT. 9. Rigid Meter Spreader �■■� o Cl) A 2 - BRASS OR BRONZE NIPPLES (2") �..: 10. Water meter 010 CL: § 1 2 " WATER SERVICE DETAILtrIllilm, 12. Meter vault viv N.T.S. • ' A1..:'',":„,;,,:.:'.J .4tS x " s;il Iz• w w CC �7a' ct ' aim; 11Q . , . 2 .... . . , • PROVIDE CAST IRON FERRULE AND — ---i– --7— COUNTERSUNK BRASS CLEANOUT PLUG, / )" • WITH ROUND CAST IRON ACCESS FRAME AND i HEAVY DUTY, LOCKING, SCORED CAST -FINISHED GRADE L.LJ IRON COVER. ....--Y r�-�� ° V) -11= u Q .-i1 = -:� .-YI�n II II n_ " --- !- _ FR_ --- 2'x2'x4" CONC. PAD IN F — • ALL AREAS 1• Z • -,-" "---LONG RADIUS (() SEWER 4\ 1 1\8 BEND PIPE �' f.v • FL_ ` , A. KNOCKOUT TYPE PLUG '08 MO' 983;',.04 IIII I -n. KNOCKOUT END OF LINE DATE -- - - ° _. JULbr/11�*9't�3 CONCRETE it AlT CHECKED BY GE _ 0.1110.111W _ 'REvIS1oift --.—_---'( DATE D D ® SANITARY SEWER CLEANOUT vor N.T.S. • ISUN 1999-01)..4)4 MEC 1999-00343 SHUT NO. '.', SIT 1999-00059 ELl', (y4y-uti6W - BUP 2000-0(1014 BUP 2000-00081 • rLta 1999-00266 . 3.2 • 10751 SW 130°1 AVENUE --- - -- - - --- - ____ .._.--- — -- ---1 ___.—. �. _T� --- — — — --- --- — / or SheET3 Vri 76 of 35 T 3 1 I 1 2____ . — — - 4 1 s 6— — -- -- -- __ —_— CONSTRUCTION DOCUMENTS - JULY 14, 1999 • . l ; . , . Y If this notice appears clearer than the JUN 0 2 2000 t , document, the document is of marginal quality microfilmed l II11Cl) I I ' ! Ii I , 1 ( I l ,t I i lil,t; , l; l i I. t ' i I' i ' I + I Thi I I Il I 1 1 I III 11111 I 1 i 11 I 1111111 '4 Ii{I I { * ; I 1 II . ,11ilii ! , ll{ II iil iiililil,lll i' I I111111(IIiIIII i dillli il!{ i ltitilillilli) -,..1"i,t> ,, ., „ > 1 III �I I I i I I { I I ( II' I' i l,l I I , 1, , , i , I i .l F , , II ,, • INCH MADE IN CHINA I y� , , �► ' .l!re ''' em it 'f ; ,�;,ft-' ' ►.,:' •� .�:- t < r'': 1 , I -�� i�-1 1 1 I ,,. . t . 1, . (. �... 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STRUCTURAL STEEL SMALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS AND GRADES: THE DRAWINGS, SPECIFICATIONS THESE NOTES AND ANY SITE CONDITIONS SHALL BE REPORTED IN A WIDE FLANGE SECTIONS ASTM A 512 GRADE 50 (Fy.50 KS!) `�48 d, t TiHELY MANNER TO THE ARCHITECT ENGINEER OF RECORD WHO SHALL CORRECT ANY DISCREPANCT CHANNELS. ANGLES, PLATES ASTM A-36 ( •36 KSI) EXPIRES e/30�00 IN WRITING. ANY WORK DONE DY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL TUBE SECTIONS A-500, GRADE B (Fy.4ry KSI) BE DONE AT THE CONTRACTOR'S RISK NIPS ASTM 453 TYPE E OR 5 (Fy+35 KSI) • 2. T+-+E CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG DRAWINGS PRIOR TO 2. ALL FABRICATION, ERECTION AND IDENTIFIC4T''7N OF STRUCTAAL STEEL SHALL CONFORM TO AISC 4&1 g PROCEEDING WITH ANY WORK OR FABRICATION. SPECIF:CATION6. 3. THE STRUCTURAL DRAWINGS 4.EPRESENT THE COMPLETED STRUCTURE AND ARE NOT INTENDED TO 3. ALL WELDING SHALL CONFORM TC AWS SPECIFICATIONS. ALL WELDING SHAM BE DONE BY WELDERS INDICATE THE MEANS AND METHOD OF CONSTRUCTION. Te-IE CONTRACTOR 19 RESPONSIBLE FOR ALL CERTIFIED UNDER AWS SPECIFICATIONS USING E10xx ELECTRODES. a) DEMOLIT QN AND CONETRUCT!ON MEANS, METHODS TECHNIQUES, SEQUENCING, AND SAFETY 4 ALL BOLTED CONNECTIONS SHALL SE MADE WITH MACHINE BOLTS (MB.) CONFORMING TO ASTM 4301. ; . . . REQUIRED FOR THIS PZOJECT. 5. HIGH STRENGTH (1-4.6.) DOLTS SHALL CONFORM TO ASTM 4325-SC WHERE NOTED. PROVIDE TENSION 4, THE CONTRACTOR IS RESPONSIBLE FOR THE :DESIGN A.ND CONSTRUCTION OF ALL ERECTION INDICATING FASTENERS (LOAD INDICATOR WASHER OR TWIST OFF BOLT) AT ALL 1-4.5 BOLTS. .§ .. GRACING, FORM WORK., AND TEM QRARY 51•IORING REQUIRED FOR THS PROJECT. 6. ALL COLD FORM MEMBERS, MATERIAL AND FABRICATION, SHALL CONFORM TO UBC STANDARDS. I 1. SUBMIT ALL PRE QUALIFIED JOINT WELDING PROCEDURES FOR REVIEW. T� DESIGN GODS` 8. ALL FULL PENETRATION WELDS SHALL BE INSPECTED BY ULTRASONIC OR OTHER APPROVED NON- CA uNIroR-1 f{u'.DING CEDE !991 EDITION, STATE OF OREGON 1996 EDITION STRUCTURAL SPECIALTY DESTRUCTIVE TESTING PROCEDURES. RES::LTS OF TESTS SHALL BE SUBMITTED IN wRITING TO THE a) I . CODE ARCHITECT / ENGINEER OF RECORD. r• S. ALL STEEL EXPOSED TO WEATHER, MOISTURE, SOIL OR AS NOTED SHALL SE HOT D GALVANIZED DESIGN LIVE LOADS: PER ASTM 4.123. O ROOF (SNOW LOAD) 30 PSF (PLUS DF ALLOWA' -E) •� WIND 80 MPH (EXPOSURE C) METAL PLATE CONNECTED TRUSSES: th t , . SEISMIC ZONE 3 1. METAL PLATE.CONNECTED TRUSSES SHALL BE DESIGNED AND M✓.NuFACTURED IN ACCORDANCE SOIL TYPE SD WITH 'DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONVECTED WOOD TRUSSES', TPI-24 AS S • IMO M FOUNDATIONS: PUBLISHED BY THE TRUSS PLATE INSTITUTE AND SHALL BE DESIGNED FOR THE FOLLOWING MINIMUM I. MAXIMUM DESIG,i SOIL BEARING PRESSuRE • 1500 PSF ASSUMED. +I OADS AND AN'' SNOW DRIFT ING/SLI_ING SNOW IND'GATED ON DRAWINGS: 2. FOOTINGS SI-IAL '. BE FOUNDED ON FIRM. UNDISTURBED SOIL OR ON APPROvIED STRUCTURAL FILL. TOP CHORD 30 PF,F SNOW LOAD0 3. STRUCTURAL FILL SHALL CONSIST OF CLEAN WELL-GRADED SAND, SAND AND GRAVEL, OR CRUSHED 13 PEE DEAD LOAD • I ROCK. BOTTOM CHORD 9 P''F DEAD LOAD 0 i . 4. THE STRUCTURAL FILL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8' IN THICKNESS AND EAVES 2 X 3:J PSF SNOW LOAD (ICE DAMS) THOROUGHLY COMPACTED TO A DENSE NON•YIELD NG STATE. TOTAL LOAD 52 PSF . SELF WEIGHT 5. STRUCTURAL FILL SHALL BE COMPACTED TO 90% OF THE MAXIMUM DRY DENSITY AS OBTAINED BY NET UPLIFT (WIND) 5 PSFCA ASTM MODIFIED PROCTOR 2. THE TRUSS MANUFACTURER SHALL SUBMIT DESIC,NS STRESS DIAGRAMS, SHOP DRAWINGS AND tt "- . 6. ALL FOOTINGS SHALL BE A MINIMUM OF 1'-6' BELOW FINAL GRADES OR I•-0' BELOW EXISTING GRADE, CALCULATIONS BEARING THE STAMP OF A REGISTERED STRUCTURAL ENGINEER TO THE ARCHITECT FOR WHICHEVER IS LOWER. REVIEW. • 1. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT 2'-0' HORIZONTAL TO 3, THE TRUSS MANUFACTURER SHALL SUPPLE' ALL HARDWARE, ANCHORAGE AND METAL SEATS . 44t M ., 1 -0' VERTICAL STEPS CR SHALL BE SLOPED NOT TO EXCEED I VERTICAL TO 4 HORIZONTAL WHEN REQUIRED AND SHALL INDICATE BRACING AND OTHER ACCESSORIES. TO BE SUPPLIED SY THE GENERAL J B APPROVED BY THE ENGINEER. CONTRACTOR, NECESSARY FOR THE PROPER EREC'1'ON 4 PERFORMANCE OF THEIR PRODUCT. B R LOWER CHORDS SHALL BE CAMBERED TO PROVIDE FOR DEAD LOAD DEFLECTION AT GYPSUM BOARD -J v- 4 • CONCRETE (CAST IN PLACES CEILING. del r I. ALL GONC!.ETE SHALL BE NORMAL WEIGHT AND SHALL DEVELOP A MINIMUM 28 DAY LABORATORY 5. ALL CONNECTION PLATES SHALL DEVELOP THE FULL STRESS IN MEMBER WITH A MINIMUM TRANSFER I CURED COMPRE°,SIVE-CYLINDER STRENGT I OF: AT ANY MEMBER OF 2�'J0C LBS. AND MINIMUM SIZE OF PLATES OF 3' x 5'. 3000 PSI FGnt FOUNDATIONS AND INTEROR SLAESa ,..,N GRADE b. TRLSS SUPPLIER SHALL INSPECT AL_ THE TRUSS, BRIDGING, HANGERS, BLOCKING WEB STIFFENERS CO ai x 3000 PSI FOR OTHER CONCRETE EXPOSED TO ELEMENTS AND ALL OTHER CONCENTRATED LOADS PRIOR TO TRUSS FA!'URIGAT ON. I I.....1. CONTRACTOR TO VERIFY ALL WEIGHTS AND LOCATIONS OF CONCENTRATED LOADS DUE TO ROOF I V u- NOTE: FOUNDATION CALCULATIONSBASED UPON 2500 PSI CONCRETE STRENGTH, PER UBC SEC. TOP MECHANICAL UNITS, MECHANICAL PIPING, ELECTRICAL UNITS, FOLDING PARTITIONS AND OTHER (1) W 0 I 1101.5.1, EXCEPTION 2.. SPECIAL INSPECTION NOT REQUIRED, CONCENTRATED Le ADS PRI2R TO TRUSS FABRICATION. 2. A MINIMUM OF 4 CONCRETE TESTST CYLINDERS SHALL BE PROVIDED FOR EACH 100 CU. YARDS OF EACH GLUE LAMINATED MEMBERS: IF"•' CONCRETE STRENGTH, EACH DAY. CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 4T 1 DAYS, 2 AT 28 1. ALL GLUE LAMINATED TIMBER BEAMS SHALL BE DOUGLAS FIR 24F-V4 AT ALL SIMPLE BEAMS AND (140) �' • § • DAYS AND I PRIOR TO REMOVAL OF FORMS FOR SLABS AND BEAMS. SLUMP, AIR ENTRAINM=NT, GRADE 24F-`/8 AT ALL CANTILEVER AND CONTINUOUS BEAMS, UNLESS OTHERWISE SPECIFIED ON THE LOCATION IN STRUCTURE, ETC., SHALL BE MEASURED AND RECORDED FOR EACH SET OF CYLINDERS. DRAWINGS. 0 CI)• RI PER ASTM 2. ALL G.L. TIMBER SHALL BE FABRICATED IN ACCORDANCE WITH AI1C I11-81 MANUFACTURING ,.'SING 3 CONCRETE SUPPLIER TO PROVIDE MIX DESIGN CALCULATIONS 'O ENGINEER OF RECORD FOR DF. LUMBER AND WATERPROOF ADHESI✓E EACH MEMBER SHALL BEAR AN AITC IDENT'FICATION MARK ::: REVIEW PRIOR TO POURING OF CONC►ZTE AND BE ACCOMPANIED BY AN AITC CERTIFICATE OF CONFORMANCE. 01/ < th 4. CONCRETE CYLINDER AND TESTING SHALL CONFORM WITH ASTM SPECIFICATIONS. 3. G.L. TIMBER BEAMS SHALL HAVE CAME3ER AS INDICATED ON THE DRAWINGS. i 5. CONCRETE FOR-•I5 MIXING, PLACING AND CURING SHALL CONFORM TO AC1 MANUAL OF CONCRETE 4. ALL G.L. MEMBERS SHALL BE NOTCHED SHAPED AND FINISHED AS PER PLANS AND SPECIFICATIONS. i IFRACT'(.:E LATEST EDITION, AND SPECIFICATIONS. 5. DEE SPECIFICATIONS FOR FINISH AND PROTECTION. 6. CONCRETE SHALL HAvE A MAXIMUM SLUMP OF 4 INCHES. 1. CONCRETE EXPOSED TO WEATHER SHALL HAVE 6% AIR ENTRAINMENT. SAUN FRAMING LU1 SER: 8. CONCRETE 3-'\L4.. BE PLACED IN ONE CONTINUOUS OPERATION. I. ALL 5A0N LUMBER SHALL BE DOUGLAS FIR, 545, GRADED IN ACCORDANCE WITH WCLIB RULE '16. OF S. CONSTRUGTION'CONTR(L JOINTS IN CONCRETE SLABS ON GRADE SHALL BE LOCATED AT MAXIMUM THE FOLLOWING GRADES; OF 20'-0' O/C EACH WAY OR AS INDICATED ON PLANS. JOINTS SHOULD BE ARRANGED 50 AS TO MAINTAIN 2r4 STUDS, 2x6 STUDS UA TO !0'-O' PARA. 121, STUD GRADE 1 rig A PATTERN OF SQUARES WHENEVER POSSIBLE. 2x6 STUDS OVER I0'.2`•, JOISTS. PLATES, 10. ALL BOLTS IN CONCRETE SHALL CONFORM TO ASTM SPECIFICATION 4301 AND SHALL BE OF THE SIZE 4x HEADERS, BLOCKING PA'?A. 123, NO. 2kill& INDICATED ON THE DRA„J!NGS. BEAMS, 6r HEADERS P,c.r..A. 130, NO. I PARA 131, NO. 2 OR NO, I REINFORCING STEEL: POSTS AS INDICATED ON PLANS AND I. REINFORCING BARS SHALL BE NEW t31LLET STEEL AND SHALL CONFORM TO: DETAILS) ASTM 4615 GRADE 60 FOR ALL REINFORCEMENT 2. ALL 2X LUMBER SHALL PE S-DRY. U.NO ASTM ATO6 GRADE 60 FOR ALL WELDED REINFORCEMENT 3. DOUBLE ALL JOISTS UNDER ALL PARALLEL PARTIT IONS. !II ASTM A615 GRADE 40 FOR SEA'-t STIRRUPS, COLUMN TIES AND AS NOTED. 2. ALL WELDED REINFORCING STEEL METAL INSERTS AND CONNECTIONS SHALL CONFORM TO UBC PLYWOOD SHEATVING: STANDARDS I. ALL PLYWOOD SHEA"NING SHALL SE PLYWOOD, DFPA GRADE-TRADEMARKED C-D WITH ExTERIO!E • 3. ALL WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS SPECIFICATIONS. ALL WELDING GLUE AND PANEL IDENTIFICATION INDEX. PANEL THICKNESS AND IDENTIFICATION INDEX SHALL BE AS I I SHALL DE DONE BY WELDERS CERTIFIED UNDER AWS SPECIFICATIONS USING LOW HYDROGEN E10XX FOLLOWS. C ELECTRODES. A) ROOF SHEATHING 5/8' INDEX 40/20 C ;;,, 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM 4185. 5) WALLS 1/2' INDEX 32/16 5. REINFORCEMENT SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH ACI CODE 318 2. FLOOR AND ROOF PLYWOOD SHALL DE INSTALLED WITH ::ACE GRAIN PERPENDICULAR TO SUPPORTS Z v♦ AND ACI MANUAL 315. UNI ei5S OTHERWISE NOTED. ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND END JOINTS SHALL BE STAGGERED. ✓ ANC RUST SCALE OIL, DIRT AND COATINGS OF MANY MANNER THAT WILL REDUCE DOND. ALL 3 PRO'/IDE I FLY CLIP PER SPAN • UNSUPPORTED EDGE OF PLYWOOD ROOF SHEATHING WHERE JOIST 8 REINFORCEMENT IS CONTINUOUS WITH ADEQUATE LAPS. SPACING EXCEEDS 16' 0/C U.N.O. AS BLOCKED EDGES. 6 REINFORCEMENT SHALL BE SECURED !N FORMS WITH SUITABLE TIES AND ANe;,rHORAGE TO PREVENT 4 BLOCK ALL WALL SHEATHING WITH 2 x 4 BLOCKING AT ALL EDGESCC. DISPLACEMENT. BARS ADJACENT TO EARTH SHALL BE SUPPORTED BY CEMENt MORTAR CUBES. Q 1. THE FOLLOWIN'a MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEAN MENT: NAILING D FASTENERS: il 3 I Z A) CONCRETE CAST AGAINST EARTH 3' 1. NAILING INDICATED ON PLANS AND TAILS ARE 'COMMON' NAILS. MINIMUM FRAMING NAILING SHALL B) CONCRETE EXPOSED TO EARTH OR WEATHER CONFORM TO USC TABLE 23-I-Q. SEE C..=_TAILS FOR ADDITIONAL TYPICAL NAILING REQUIREMENTS, '6 AND LARGER 2' SUBSTITUTION OF NAILS OTHER THAN 'COMMON' IS NOT PERMITTED WITHOUT PRIOR APPROVAL. me I '5 AND SMALLER 1-1/2' 2. POWER DRIVEN NAILS OTHER THAN 'COMMON' NAILS MAT BE USED IE DATA If) SUBMITTED AND I Q Ci CONCRETE NOT EXPOSED TO EARTH OR WEATHER APPRO/ED PRIOR TO USE. SLABS. WALLS AND ..O15TS, '11 AND SMALLER 3,4' 3. PL' WOOD NAILING SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON PLANS: CC BEAMS AND COLUMNS 1-1/2' A) ROOF SHEATHING: Sd AT 6' 0/C AT ALL SUPPORTED PANEL EDGES 8. PLACE 2'-0' x 2'-0' BARS AT CORNERS AND INTERSECTIONS FOR WALLS AND FOUNDATIONS EQUAL IN 8E1 AT 12' 0/C AT ALONG INTERMEDIATE FRAMING I- SIZE AND SPACING TO HCR ZCNTAL REINFORCING. D) WALL SHEATHING: 8d AT 6' 0/C AT ALL PANEL EDGES 9. REINFORCEMENT SPLICES SHALL BE 32 BAR DIA. (24' MIN.) LAPS =OR CONCRETE. REINFORCEMENT 8d AT 12' 0/C ALONG INTERMEDIATE STUDS SPLICES, SHALL SE 48 BAR DIA. (24' MIN.) LAPS FOR MASONRY, BLOCK ALL EDGES WITH 2 s 4 FLATS 0 10. UNLESS OTHERWISE VOTED, CSO EL CONCRETE WALLS TO FOOTING WITH BARS OF SAME SIZE 4 4. ALL BOLTED CONNECTIOrNS SHALL BE MADE WITH MACHINE BOLTS (M.B.) CONFORMING TO ASTM A301. .44g cr 1 ' (3 , SPACING AS WALL REINFORCEMENT ALL BOLTS AND LAGS SHALL SE INSTALLED WITH STANDARD WASHERS, UNLESS NOTED. E• JOIST HANGERS. HOLD DOWNS, AND OTHER FRAMING ACCESSORIES ARE REFERRED TO ON PLANS BY I P MASONRY/STONE VENEER: PARTICULAR TYPE AS MANUFACTURED BY SIMPSON COMPANY - SAN LEANDRO CA. ALL HARDWARE IS VJ I, vENEER SHALL NOT EXCEED 5' 'N THICK.NESS. TO BE FASTENED PER MANUFACTURER'S SPECIFICATIONS. UN.O. 2. PROvIDE 1' MIN. AIR SPACE t3ETWEtN .'::NEER AND STUD WALL SHEATHING. PLYWOOD WALL ' EPDXY ANCHOR BOLTS AND ADHESIVE INDICATED ON DRAWINGS SHALL SE HILTI C-I00.• OR SIMPSON SHEATHING TO BE COVERED WITF; APPROVED BUILDING PAPER- SET. OR REDHEAD/RAMSET EPCON OR APPROVED EQUAL. DEPTH OF EMBEDMENT SHALL BE AS PEP 3. vENEER TO BE TIED DIREC;TLY -!-C WALL STUDS OR CONCRETE WALL. TIES TO BE SPACED AT 16. 0/C MANUF. SPECIFICATIONS. UNLESS NOTED OTHERWISE. INSTALL AS RECOMMENDED BY THE I • HORIZONTALLY AND 18' 0/C VERTICALLY MAXINIJEI. MANUFACTURER. M 4. USE 3/4' x 22 GAGE GALVANIZED METAL TIES OR • 9 GAGE GALVANIZED WIRE TIES. 1 SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8' DIAMETER x 10' LONG ANCHOR BOLTS AT 3. USE '9 GAGE GALVANIZED WIRE JOINT REINFORCEMENT HORIZONTALLY AT IS' 0/C. JOINT 4'-0' 0/C MAXIMUM AND WITHIN I'-C' OF SILL PLATE ENDS. CORNERS OR SPLICES, UNLESS DETAILED REINFORCEMENT TO BE SECURED TO SEISMIC TIES. OTHERWISE. 344.ra-`99 s• NO. ..� ()Alf-JULY 14, 1399 : •,, - CH . :.Y MIX 1,53 D RDAs/•NS --r-DATE • i 1, • :SUI' 1999-M3,4 1999-00141 SIT Io99-00059 SHEET NO. i7,I.l; i c -11Ob`1ti I3UP 2000-00014 13UP 2000-00081 pl,Ni'f��9-( 66 10751 SW 130111 AVENUE '• PG 28 of 35 1 ----------:- . - 4-4444.,' of SHEE TS Joe....mallownwomormwr tom..........r,,. .......w.rm.............................r......Lo..... CONSTRUCTION DOCUMENTS - JULY 14, 1999 : r I • ..I. . If this notice appears clearer Mon the JUN 0 2 MO • • •;� ' ' ,! , .r ) � u:�tcnt, the document is of alar incl c utility. I I },' 1 11 l 111) 111111'c l 1 • 11 1 1 : III ; } • • • ,ik I1 ( 11I I I I ' � i 1i ;1!i , ; I ! 1 I ;Iii l i I , ,il! illIIII II1�1�I :,III i IIlI.II ,, I ! III I , , , I I : I ! ! I f Ili •i i i l;ijl I Iii i Ili I iii 1 �. Iiyl !I I I II! I ?i 1 f '! I I III I . - it il . !' 1 111 i 1 , . I!i ii . lr ! I 1 . :NCI'. (LMADE IN CHINA _ I F�� i I I ( i t i I II If`�f ` � ;r ! Is it Li,- ill IIS ! 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Nl1ITE C till JBS 1SBS Aqd A A 4 _.,, 1, Plan Notes I ' '1 r I VERIFY ALL DIMENSIONS WITH THE ARCI.ITECTURAL DRAWINGS 9•kN �� li r - - - -i 2 DETAILSINTENDED , lis..-V7.,„' , �' ON THESE PLANS ARE IN�EN,..EG Tv DEPICT THE GENERAL GO►'�STRUGTIC.�N ,,� I I METHODS FOR THIS STR,,CTURE. CONNECTIONS DETAILS AND CONDITIONS NOT '`. 1062 ; ' A I _____ ._.-_ _ ---•----- - , I .. t 1 , SPECIFICALLY ONE SHOWN NVTHAT THS SAME tMILAR TC THOSE AT ARE SPECIFIED SHALL ..'/// I -- - --^ I �" '• REGARDING THE APPLICATION OF A • . I• I I I / _ I I I DETAILS ARE ENG�l1NTERED. NOtIFl THE ARCHITECT / ENGINEER FOR THE t - 1 -! _-- , I I CLARIFICATION IN A TIMELY' '1ANNER PRIOR TO BID OPENING. Ifi- 2t �a`�� 7 1' 1 e I 1 U U I '^ E --__ l- I----... _ __--_--__ __. .1 El f I 3 INDICATES FOOTING AND COLUMN TYPE, SEE FOOTING AND CC_UMN SCHEDULE. i EXPIRE' b'30i� ____ _.__ __ y_.____._ INDICATES SHEAR WALLTYPE SEE SHEAR WALL SG++EDu,_E � • I I I _ f 'f • I I --1 I ! I I I \� INDICATES +�OLCOWN TYPE SEE .+OLGOI:N SCHEDULE I I 7 7 -i ,i , \,/ I I I ✓0 U 1 I I I ! _ _'_- 1 i 6. MM INDICATES 2x WOOD STAG SHEAR WALL I I CA I, I I ,-I L ' I 6 PROVIDE 18' (MINIMUM) FROST DEPTH TC BOTTOM OF FOOTING FROM ADJACENT IJ G J - ': _......4j- \ . l l I FINISH' GRADES, TYPICAL § . .,�_... _ L_.._. . G.J. ____1 1 III' ; 16 ' i 1 I i 1 TYPICAL HEADER SUPPORTS SHALL BE +; ' Ix WALL WIDTH' TRIMMER sur AND n\ A I i (', 2x (WALL WIDTH)KING STUD, TYPICAL UN.O. CA i 4 4 n1 I TT,P ,;..1..;-: I - 4 I I 1- I 8. C,.' - INDICATES CONSTRUCT ON JOINT. SEE DETAIL 3/53 B C L�!I I I j 1 d I 9 I I I I-' 83 9. PROVIDE SOLID 2x STUDS • ALL BEAM AND GIRDER TRUSS BEARING POINTS. (I) g • _..._._..-_.._ ---_ .- I r Li_-- ___ _ IP I IIN ►.____ __ RM BEAM POCKETDtAIW/ ADD NOTEDJNAL STUDS ALCNfa D BEAANFACE NAIL. W/ Shear Wall Schedule I _--_ _ -__ - _ C.J _ 1 _.__T.__-_-• ,�...,_.� G�' • • 5 160 NAION EACH SIDE 0 a _ d - Ct '+ r I ' ( 10. ROOF SHEATHING t0 BE 144' PLYWD. NAIL. W/ 8d NAILS • 6' OC. Z Shear 4YaM (0110. Fastener I Note \, I i ::_7'7. r_ r:.- h I (___.._- _.-._.i! I I ALONG SUPPRR�TE�EL END PANEL E( GES AND !2' O.C. ALONG INTER"1ED!.c•T>v FRAMING. CO ' ---- I I INSTALL PLYLJC PANELS W/ FACE GRAIN PERPENDICULAR. TO JOIST FICAMING 8 • ;''' ! =.J I i ;i _ ..,.. ,.. J 1 I 1 I . AND 5-AGGEJOINTS. 11' PL't•W'D AAA INDEX 32/16 USE I I I. EDGES o ,� 'O' AB • 48'o.c. 0 T 'i -i __ �. _:._ - :-- MANUFACTURER. DO NOT CHANGE Tt8USS'G!RDER LOCATION I bd NAILS • �,'o c •• er -- }. II. TRUSS MA IZ oc. FIELD - ( U r U U 1 U 0 OR BEARING CONDITIONS WIT4,7Ut PR CR APPROVAL FRCS' ENGINEER OF . 0 i^2' PLTW'D APA I I j 1 2 � L _ -- __..._ %---- 7-------;- -.=.--. . . - '.=-:-.7- _..-__ r l L RECORD INDEX 92 6 USE I I -=:--7:--7-L---:.::-.-:..-.7.:- __.. __ ,: -_._. . ._.._ ... .. _, ©1 11 i 2. bd NAILS • 4'0.c• • EDGES 4 Vs'. x 10' AS. • 32'o.c J , ice► , , CA 12'pC. FIELD I i � (.l CJ GJ Co '�,' PLYw'D APA INDEX 32/16---U-Si �_ I f 1 • 1--- 3. 8d NAILS • 3'0.c. • EDGES I YO x t0' Az. 0 24'o.c. I /' LI ,J�8 • , I ■ F 1 I 12'o.c. FIELD I ! 1 1 _. - `I r' 1 / 2\ --___.__ _-- _- --- - ----_.�__._- - _ - 0 �' __�_ _ _ JI I A Footingand Column 1=t . Schedule ; e 4' CONC. SLAB ON GRADE. w/ 1 1 ri _ I '• 1 (2) LAYERS '-2' PLY'W D APA I rJ 1, I g g� I 6x6 w1.4xw1.4 W.WF.. ON 2 SAND. 8� • I ■ If p .. v _�-� --- -,�� ' • ! 4. INDEX 32/14 USE 8d NAILS • 3'o.c. 11.'t x !0' A.C. 0 Ib' O.G. ! 16 MIL. VAPOR BARRIER AND I !iLI I' I r Size Reinforcing COI. Size Col Base Pl.: Anchors N ott'!e • EDGES 4 12'0-c. FIELD i ;- , --. I �' lI I b' CRUSHED ROCK l•P I 13 I I Thk Maris , • i L I • I t v I % • ILL �-- ! I 24' x 10' CONT. l9) •4 BARS CONT. STUD WALL 8EE DTL 193 0 �... Hold Down Schedule I ! 1 , _... ; . T -- ._.___ ____• --_- i ---T 2 4'-m x 12' (3? •4 BARS CONT. TS 4x4x h A (EMBED 8') 5EE DTL S/63 W . • r-� Type i Attachment ; Comments <' 1 I IQ) 4' LONG. SLAB ON GRADE. w/ I I I 3 24' x 1®' CONT, (3.1 °4 BARS CONT. STUD WALL I SEE DTL 2/63 �,., • z �_ \/ ! I -t w P,• bxb wl 4xw1 4 WWF ON 2' SAND I i - . .., § S!MPS�'�N a S'^"P. f'HC: W. 10; gG5 SIMS �,StB'b W/ !2' MIN. T - - I I ib MIL, VAPOR BARRIER AND. I ` 4 3 SQ x 0 (3) 04 EA. WAY bxb DPI q ANCH. A <<'x3' SORE TO (2' E e,ED 3 b' CetUS1.4ED ROCK (TYP.)----� . .. _._... ____..._-`.-_ } 11 -6 I 1 3)2x6 STUDS 35 0 T ' • • 2x STUDS /MIN.? ; I� I 1 5 4'. . 3Q x 10' (3) •4 EA. WAY (MIND 0 O 9!MP. HDBA W' (3) �'r► TYP, JP) 5G' 6 2 -6' SQ x 10' (3) •4 EA. w ," MULT. STUDS IX • B MB TO 4x STUD, I Er-15 55TB;8 Wi 24' MIN. 3 ?'-6' x 10' l3) •4 EA. WAY (MIN. EM®EG _ 1 y SQ SEE DTL 4163 • • L TT 9 �- ---- 1 I I C J. I . 1-- CJ. - ! _. 8 3'-0' SQ x 10' (3) •4 EA WAY MULT. STUDS I I t I 4' CONC. SLAP, ON GRADE, w' ! I I I x 1.4x L4 F N AN I II 6 (o �u w WW ., 0 2 S D, �-,--.- _ .: _ _ __ • l' I r I 6 ib MIL VAPOR BARRIER. AND 1 , k6‘.1ki4111 . TI=,-- U='=r - -- I • I 8 6' CRUSHED ROCK c T� P.J --. i(-j� �,*) 0 . . . . , . , • K II J J I ) {"4 I .. L'BL TOP IQ I I I I I t ©r:i r J L 5 I - I 14 .., It! 11 LI .1 I EDGE NAILING i C.) -: _..... ._._ . .__._T._. 1.. ! L 2 C.J. �, 1 I II I I. [ 1 ! I ®tI I I I A 1 1 I (t•, l 1► y I • LII 1.1 .1 I 2x FLAT BLK'G • . r 116, Ll r'' I + I U I I I II I 1 PANEL EDGES (l i I F73 L 1 r I ,1 /2\ ANEL JOINTS TD -- I: I „.----1H J L L - ---- i ., - a �_ ESE CENTERED oN t L-_JL .r _ JI I I 1 S w ' �` A/ L-L_ _ w A 5TuD8 II L '-''-Jtl� �M4 •3 I I • I--- --__....._ .. I �� 1 • 11 _Ll--' I 1 -11.I _ I. _ I U.�' t I! I If'. I �1 r� 0 ' 1 �j I I I I'�' :=.,,,.Et✓�f: ^.G, "vr� I ' i I `--' ,I I I Z • sTAil"R ORIZON*AL U t I --hi- --1�_�._. Imo.--._ i I I I(� 2 1 I I a�� It/i.,....- Q t NE., JOINTS I I I I I _Is, 3-+E.�!c F nNE "ER I I I !I ` I r"" r--='-1 1_ ..I ��.a as `. z I I I I 'T --� I t &NEER LE -1 ' L____-- I i ©I C,, ! - ---^- I R I.1.� 5G-;EDULE - -- 1 L I I d a I t 1 '• -- - - I---F- . :: i ---i-` j c _r-r --- ---1 p 4d FOR 5 AND �� 7 4137 LI I-j W-7 1 \ I _J�_I II _ I _J I J ?x STUDS •• Ib' o c. 0 L_..j ' i I I i ► r j \ SMALLER SEE BAR ' ! I I • I i r_._, ! I--- � I BENDS BELOW FOR __ _._- __�1 ( 1}'•'�I f • ? I I I ( ,)� \// 'b AND LA'raCsFRII II uI I Il . NlyiU U II 11 J .L�--•11----y-FIELD NAILING 1 I � ,,,,,,› 2 0 / I I I I n I I �f'' / � _ _.., I t I ... fil �� _ I I `, A -� SMALLER TRANA'S11 11 IN • i -t! \ B , �- I r I ; 1. � I -� L� J - G •• I LI t III .1 .I II C.J. I I G 1 AND •II BARS EC:',rE tin .. 'vG ---. 11 I +I I I f SILL R ______.�_..� I I I I I I' I I t l�E PER .-'A \'N `-- �fi I I U I I I 1.1 .1 I I,' 6C1�DULE/NOTE6) I , I 4 • _ 4d I II II I I I I 11 I _ D R 1001 FOR 0'4 ANC Z I I I I I I I I I !t �� ' :'2'MIN •t 1 015 BARS alt7. - . -rIA -,��:-11. r�n __...._ -" •- 'YP. , . G 3 --� 11 I Q • . NCTE MINIMJ" D,""ENS'ON OC 3 • 54-EAR PANEL SHALL BE :4' __-�_ ..-_ -.- -___ -- } � �� 1 C�._ i :, . 11 1 i t\D'' S4.4EAi�' PANEL ELEVATION S �' X U U, I UI rJ U -'1LJ U 0I U' I 4--- ---- - - -,_ r _- I j I I / I I r L_ -s- _____.. _ � F SC BE. ISC• HOOK . i -- - - _ Shear Wall Legend 3 rl--- ---�' ` _._. .. II C,J. 1 j 6 , --- _ A I 1 G BEND G A .E ER d B R DIAMETER 105 N E D E L -- -- _ - J r-�--`•�^f 114 J L �� -'1 L__- _- __- •---- --� *' A M T -- 344.0-c3S 'HD' t SEE SC-EDULE9 FOR EACH APPLICABLE Sti IBC'L 54-ICON L _J -- I I Ti 1 I I L___ ._ _ _-- _ ___J JULY 14, 19`.�°J • -1 1 11 U U U I 1 1 I-_., • t EACH "ORTION OF WALL (INDICATED BY THE SHADED AREA) I C^ CRE INS. �,4�i' BENDS - alsr�Iv-----�H �I.E• ®Y • I 1 I 1 - H 3 A 5r-iE4Q WALL IN AND OF ITSELF. WALLS MAY EE �� ! I L _ r J I ! nip - Des ,' WO - Ft J151ON� DATE CONNECTED BY ONE SY►"'BO' INDICAT!NC� THEY ARE OF 71 v 53 A I rr ! A A I • tHE' SAME TYPE AS 5H0tLIN • t HOLGOWNS ARE ALWAYS TO BE LOCA-ED AT EACW END .____..,__..___ _-_.__�__- -- ---._--_.__ ! D i__._, 'ND' - OF EACH SHEAR WALL AS SHOWN ('ND') UNLESS NOTED - - _ --- OTH (malk AY lAY OR MAY NOT CL IND! AILD err A DOT) It'�1 ;�, r® t I ❑ I 8'J r-- 1 • « CONDITION TYPICAL_ UNLESS NOTED OTHERWISE �l_]_J F---------- L_-.J L-lJ rl_.__J . / •Hv rt " _�i Til L 71 ®YP .e (4'-PLACES TIC'N PLA L -..- A.__ IfUI' lye/•/-UUS)4 SHEET NO. MEC 1999-00343 • I:, ISIU 1999-00059 • /EEC i yy(l-Ulltiylg 13UP 2000-00014 . 1311P 2000-00081 Si . PI.M 1999-00266 • 10751 SW 130TH AVENUE • PG 29 of 35 1 0r SHEETS .-.... 2 _ L _ 3 4 _. J 6 CONSTRUC d iON DOCUMENTS - JULY 14, 1999 .• .. . .. .. .... .. �... .r- . _ -- � , If (hit notice appears clearer than the2000 '` T` I JUN 0 1 JociuI nellt the (Incnieiii it of marginal t unlit . ' L I Y • 1 r I I t'c1 ! y ��► int , I. 1 c'1 It ` i a ' �I ! 1! '! 1 I I I1111 :111Y114 1' I ) t3' ; 'r. ..,.' !. i (* I iilr11 1 {,' ,�111i(llllll r1111 , rlilllrI (111111 I,I�I I Ill! ( rrt;l ;Il! r lill ,(( 1111 1, 111j jl rllllll 111 ,111,11 ; i I llljlli Ililllr I Illli 111111 ( 11' . I (! III! .• II I I ff• }1 ti IgCM 'L MAGI IM CF1101A I l r ! i r �1 1 .1 !' 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