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12930 SW SCHOLLS FERRY ROAD-3 .. Ode • • •• •• • • • • • • •• • • • • •• •• •• • • • • • • • , • • • • • • • • • • Drawing-index .� � • • • • • • • ♦ • • • ♦ • ••w • • • ,��•��Y_,r,Y�wrY •�w�.• ..w•.w.Yrr • CV • • ' ••• • • • ASSUMED PROP. LINE BETWEEN BLDG'S. ON • Y . • - • • • • • • ' • • • • • • • ' • • SAME: PROPERTY (UBC 503.3). SEE FLOOR • Y •.• • • . • • N "" • I PLAN FOR RE:QUIREMENt5 DUE TO THE •• .•• BUILDING PERMIT SUBMITTAL I BLIILPING'8 PROXIMITY TO TH15 LINE •• ,,, ••• O • •. -1 - 51TE PLAN and COVER 5H�:E1' jthle; ��c:ik) } • • •• •• . ♦ ••• ••• It r • •, • • • • • Y J • • Y• ••• •• • • • • ♦ • • • • • • I •/ • Y • t•• •• Y • / A • •Y ' • •• •.. ••• j t / I I �� ••� • ••• I tI - REMOVEEXIST'G. r_i1RAGE : A-2 DEMOLITION and FLOOR FLANS (1/4" 5c.) (REQT), DUEt0 PROXIMITY • Q A-3 - - ELEVATIONS and DETAILS •- - - -- I OF ADDITION) - - -•---- - -- _ ,-� -/ - - A-4 STRUCTURAL PLANS, SECTION and DETAILS 10'-O" A-5 ELECTRICAL PLAN K1W K.^ 0 7 HALLST,AND - ---* I 5 5HEET5 TOTAL. \ 1 FF� — FA7110yE 15V6. AN WALKWAY I i ' -��' 5LAp3 AS REQUIRED � PORTLAND, OREGON E'^IStING CHURCH v I I I I I ,�1`�"- // I — , ATA _ Project Description �� � t --� -� i i� _ �� uAr. TNIS PROJECT WILL ADD TWO (2) CLA, ,ROOMS TO AN �'?� A125DnION Y�r EX15TING OFFICE/CLA'�SROOM BUILDING. IT WILL \ C71 1 REPLACE ONE (1) TOILET ROOM WITH TWO (2) THAT E`xlSt'G. ,~ ( MEET CURRENT CODE AND TO PROVIDE ODE OFFGE5 MANDATED CAPACITY, C(S> I I I THE UR 0S OF TPI IP P E 5 PROJECT 13 t0 PROVIDE 60 77w I I I - CLA55ROOM CAPACITY TO OFFSET THE L055 OF X--' I EXIST'�•c. � ,�.., \ I I CLA55ROOM 'C' MODULAR UNITS 1 $ 2 DURING THE UPCOMING 1 a I 11 ,vr EXI51 G. CONSTRUCTION OF THE MULTI-PURPOSE BUILDING. g�F' — L - � THEREFORE, THIS PROJECT WILL NOT CHANGE �! r CURRENT SITE U5AC•sE AND PARKING, ,� % • GROSS SQUARE FOOTAGE ADDED - 1,310 5.F o. EXI5T'G. VAN ACCE551BLE I TAX LOT V 02200 �, � 9tALL WITH SIGN, EX13T'Cs. MODULAR • TAX II $: 15133AD 4� � \ I StRIPINrs AND ALL, NO - __ - BLDIG. D CHANGES REQUIRED ---- _} _ FOOTPRINT OF FUTURE " "ycow MULTI-PURPOSE BLD'C•s. � � r------� � _ _ ._ General Notes 1) SPACES RENOVATED SUCH THAT THE PHYSICAL LAYOUT and/or USE IS CHANGED ARE REQUIRF';� TO COMPLY WITH CURRENT BUII DINC• i_:ODE5. �� CO SPACES RENOVATED FOR COSMETICS ONLY MAY z BE MAINTAINED IN COMPLIANCE WITH THE CODE �p \ 4 AT THE TIME OF THE BUILDING'5 ORIGINAL4VN . co I CONgTRUCTiON AND OCCUPANCY. p® I 2) DE51GN OF MECHANICAL, PLLIMBIIIG, ELECTRICAL Y AND FIRE ALARM SYSTEMS SHALL BE BY THE 1'r ` EXISTING PAVED EXISTINCz PAVED SUBCONTRACTOR; RESPONSIBLE FOR THEIR \ PARKING LOT PARKING LOT C5T'R. (DE5IGN/BUILD). ELEMENTS OF THF-5E 1' SYSTEMS SHOWN ON THESE DRAWINGS ARE TO BE \ \ I CONSIDERED LOCA• ION DIAGRAMS ONLY. ALL SUCH 5Y5•tcM.S 3HALL BE EXTENDED FROM I EXISTING. EACH 51,15-CONTRACTOR RESPONSIBLE SHALL VERIFY THE ACCEPTABILITY OF THE EXISTING 5Y5TEM5 AND THEIR ABILITY TO EXTEND FOR THIS AD'_ITION. THE SCOPE OF WORK FOR. EACH SUCH SYSTEM INCLUDE' ANY/ALL WORK RISTING 5Y5TEM5 5UCH THAT EQUIRED COMPLETED 5YY551 EM5, EX13T'G. AND NEW, FUNCTION AS INTENDED AND COMPLY WITH CODE. 3) ALL EXISTING MECHANICAL, PLUMBING, d ELECTRICAL, AND FIRE ALARM SYeTEM V \ 130th AVEr1UE - .................. - �` COMPONENTS ARE TO BE RELOCATED IF/A5 \ NECE55ARI TO ACCOMMODATE THE WORK �•• INDICATED IN THESE DRAWING. ANY SUCH Q "® RELOCATED COMPONENTS 5HAL.L BE - "- RECONNECTED TO FUNCTION A3 ORIGINALLY .� INTENDED. 0 16- 4) �+ ---- __ _ 4) THE TERM U.R.ti (Uniform Building Code) AS U5ED IN THIS SET OF DRAWINGS MEANS THE OREGON t>� STRUCTURAL SPECIALTY CODE, OREGON'S U 0 ~��'- r' •- �- � �' VERSION OF THE U.B.G. THE TERM A•D,A (Americana U',"7 Disabilities Act) AS ♦.. SITE PLAN GENERAL NOTES- �� o ~- USED IN THIS SET OF DRAWINGS MEANS ALL Cc 41 ��--�_ APPLICABLE ACCESSIBILITY CODES INCLUDING 1G GENERALLY, NO CHANGES WILL S MADE E THE EX1.5NOT SITE, - C./�,B.D/A.N.S.I 1!1.1 and THE OREGON STRUCTURAL O `0 PARKING, WALKWAYS AND !/�NDSCAPING EhCEPt A5 NOTED AND SPECIALTY CODE - CHAPTER 11. :. Y � AS NEGE°•SARY "t0 ACCOMMODATE THE NEW ADDITION. - '- w 5) ALL NEW DOOR HcA SHALL BE A.D..A so 2) SEE FLUOR PL4N, SHEET A-2 FOR ADDITIONAL SITEWORK APPROVED LEVER TYPE HARDWARE TO COMPLY ADJACEN( TO THE NEW ADDITION. Q WITH ACCESSIBILITY CODES - PROVIDE: PANIC 3) RE51`ORE EXISTING DRIVES, WALKWAYS AND LANDSCAPING t0 HARDWARE WHERE I'dC7iGATED ON PLAN. � THEIR EX14T!NG CONDITIONS IF/A5 REQUIRED DUE TO CONSTRUCTION ACTiVITIEg. A CITY Ce TIGAHD o � NORTHapproved...................................................... .. 0 04 Conditionally Approved_................................ Site Plan For only the yrnt�as described in: LE- 11=30' � osa 377 q SCALE: I -O PERMIT NU...V4►�?'_ SeaLetter to. Fo,low.........................................; Attac .... ......1 Job dd <, Z130-- ......... _ 1?-- Hv: ..�-__ UaIP: __ ✓C>i'0 HWY. 26 (51JN5ET HWY.) Code Anal 1 Project Team BUILDING CODE SUMMARY . ,� t .dL APPLICABLE CODE5 and STANDARDS PROPERTY OWNER ) OCCUPANCY --- - - EDUGAT I ONAL, GROUP 'E-I' I per U.B.0 504.3 IN A MIXED USE E. _D Cs„ tt .: SUM OF 1998 -- -- OREGON StfRlIGrURAL SPECIALTY CODE li1EStGATE 5APT15t CHURCH and BUSINESS, GROUP 'B' THE RATIOS OF ALLOW�,F3LE TO ACTUAL S.F FOR EACH Y . n •r�' , IU.B.C= WITH ORE~sON AMENDMENTS) 12930 S.W. 5CHOLLS FERRY ROAD CONSTRUCTION -- *P. 5-N. - NO FIRE SPRINKLERS OCCUPANCY SHALL NC EXCEED ONE (I). - NOTE THAT A.D.A and AN51 111.1 CODE TIGARD, OR, 91223 1. REQUIREMENTS ARE INTEGRATED INTO (503) 524-3500 ' L -) E3 \ CHAPTER I1 OF THIS CODE Y ALLOWABLE ARCA GAi.GULA1 IONS= 2,206 3.F 2,024 3.F 19-91 UNIFORM MECH4NICAL CODE ARCHITECT .rt I;� . • 'E-I' - BASIC ALLOWABLE AREA 9,100 S.F 9,100 S.F - F3,�'X,O S.F 1931 - --- UNIFORM PLUME31NG CODE KIRK K. NALLSTRAND, ARCHITECT " l per U.B.0 table 5.13, E-I OCCUPANCY # 2505 N.E. AINSWORTH 5T. �. 199"► -- - - NATIONAL ELEcrRlc CODE - _ • MULTISTORY ALLOWANCE Not Applicable PORTLAND, OR. 91211 " ' u t per U.B.C. 504.2 0.242 + U.253 = 0.495 1991 - --- N.F.P.A. 101 - LIFE SAFETY' CODE (503) 493--1226 • INCREASE FOR, SEPARATION Not Applicable DlOTE- ALL WORK 3HAl.L COMPLY WITH ALL CONTRACTOR W FROM OTHER STRUCTURES APPLICABLE CODES, STANDARDS, per U.B.0 505.1.1 REGULATIONS and INTERPRETATIONS BY - - - BRIAN DUTTON REGULATORY OFFICIALS WITH JURISDIC'1ION - 1NCF�EAS>= �."OR SPRINKLERS �a/A = 9,100 5,F 1�, � � per' U.B.0 505.3, SINGLE 5'fORY 115 5.W. LAKE FOREST BLVD. i. � • 'E-I' - ACTUAL BGiI_DIN�� AREA 2�0.� a LAKE 051L'EGO, OR 91035 "E-1" "B" ZONING CODE SUMMARY (503) 401-1621 F�,k � > w {. `4� scn-0 7 arry rUa. 002-0 - , li {� ,� ti•- l+ �SiLti Ell IP2003 00296, SUP2002-00374 occupancy occupancy - • 'B' - BASIC ALLOWABLE Ar^�C.4 8 000 5.F JllR;�D1GTf0N - CITY OF rIGARG, OREGON 2,206 BY 2,024 s.f . er U,B.0 table 5-5, ,�,-3 OCCUPANCY Deferred Submittals x - 4Y PROP. ZONING -- - R1 - MEDIUM DENSITY RESIDENTIAL ._, rahvo!tnc,�:"� � ���,Ax ' , ,�`®�ty,W,��„M. t,,t -- �" -1w SHEET s«7 • P'1UL U.B.0 Y ALL.OWAf�I' F Not Applicable BLDG. U5E - - LOCAL COMMUNIT`r CHURCH: DFFERREC SUBMITTALS SHALL BE REVIEWED AND PROJECT 51TE - faer U.B.0 504.2 REQ'5, A CONDITIONAL U5E PERMIT APPQOVE^ BY rHE ARCHITECT rRIOR TO THEIR N,DRJ L-I • INCREASE FOR SEPARATION Not Applicable IC.U.P) 3U_`MIT`-AL 10 THE BLDG. DEPARTMENT. DEFERRED FROM OTHER STRUCTURES ou3ri17TAL5 ARE REQUIRED FOR THE FOLLOWING.- Vicinity Map � rr NOTE: FOR COMPLIANCE WITH ALL ZONIN(3 AND C.U.P o F?0� TRUS�Eg _ qEE AL30 SHEET 5-I per U.B.0 5n5.1.1 REQUIREMENTS., SEF: THE STAFF REPORT AND NOT TO SCALE • ;NCREA5E FOR 43F'RINKLERS N/A - 8,000 5.F CONDITIONS OF APPROVAL FROM THE FIRE ALARM 5r5TEM 1 CONDITIONAL_ U5E PERMIT- , (NOTE DIFFERENT NORTH ORIENTATION pt--r U.B.0 505.3, 5!NCsI_E STORY VS - CI-3T AIt /NPPROVAL FROM ARCHITECT, CONTRACTOR FROM SITE FLAN ON THIS SHEET) City OF TICxARD FILE N CUP2001-00004 ANID SLD''s. OF-P'T. PRIOR TO ANY FABRICATION OR • 'E3' •- ACTUAL p'.IIl.71NG ARTA- 2.,024 3.F INSTALLATION OF THESE COMPONENTS. l I I f I I I I 1 I I I I I I I I i I ! ' ! I I 'I I " V I I I ! I l l l f l l f f l l l l l I I I I I I I I I I I I I III I I I I I I I I V NOTICE: THE PRINT ORTYPE ON ANY I I + III III I I I II I I I I I III III III I l I III I J I � I I I III I I I I I 1 1 I � I 1 1 � l� l ? t) � CX�I-� IMAGE IS NOT AS CLEAR AS THIS NOTICE, l ---- - - I - _2 -I-- ---�� I - 4�---_ �_.- -----I- � I 8 � J I lU1 I I I I -- _� -1-1 - 1- 1 11 12 IT IS SUE TO THE (QUALITY OF THEN-36- - ORIGINALDi)CUMEr•T 9IrZ Z �16Z £S i Z tZ 07, g�i 8t LT 91 9i 6lt Et Zt tt i g 8 L 9 IIIII1111�1111 1111�111111111�111111111�111111111�11� I II� I I II �4 I fi ! £ 7i �T�7r�N b. III111�11111111 IIII III111111111�111 I I IIII �1111�111 Illllilil�l I I I I �Illl�l�illl�i Ii�l III il�Illl I. Ii� III II I�IIII�III�I� II �IIIIIIII�IIII IIII i l I IILl��1111�11111111��W�1.1 W.1111.1ll11�1I 11111 I I 111L�11.,(I I I I INI I I . r 1010 : ♦ • r - • . • 10' 10 • • I . . T V T V T V T T V1010 1010 •. • i•• • • •• • • • •• • • • • ' • • •• •♦ • ♦ ••• r Y •• • • • r r R •; ••• ; CENTERLINE OF OPERABLE ' •' NEW EXT. 4" THICK CONG. WALK, - ----- -0.0 10-0 PARTITION, WALL POCKET, AND EXTEND EXTEND FROM EX15T'G. AT GAME 0100 • . Y •f• • 0 5' O'+ INTERIOR WALL BEYOND -- WIIDTN, PROVIDE AGGE531BLE ROUTE • ' ' ' ' ' ' ' ' N . . . . . . . . . . . . • 1010 1010 1010. . . �` - -- - OF TRAVEL TO EACH NEW EXT. DOOR 1010 . , � - 1010. 1010 tti • • • • • • • • • • • • • •o• • + 1010,.I • r•• `• ••• • 1010. r d_7 ,1010 FIRE RESISTANCE D1REC'011Y(BXRN) / I •'I . • • .• • EQUAI.- EQUAL - .• •• • f 1010• ••♦ THhJUGH PENETRATION FIRESTOP Syclt,q IXHEZ�-Continued r u t n +_ ++ + + r n r n r • • } 5-O ? 8 2 -8 5-2 1/2 5-O EX 15T'G. - NO CHANGES � System No. W-L-1D)D1 •� /�' I• • • • • • • • Y*_ _1010-.______ -_ ._ �- --- � _� _.__--�--- - ----- • • • • . • ----___ -.--------- ' • • • • • • e • n � (Formerly System Na. 147) 1010. . I Ratings-1, 2, 3 and 4 Hr (See Items 2 and 3) --- - - e • • • • :: ••' 2.Pipe or Caedult-Nom 12 in diam (ar smaller)Schedule IJ(or h av;e�) I I `Ch � • •" 1 Ratings-0, 1, 2, 3, and 4 Hr See item 3) •♦• g ( steel pipe, nom 12 in.diam(or sn-alter) service weight (or heavier)cast L Rating At Ambient-less than 1 CFM/sq ft irof soil pipe, nom 12 in. diam (or smaller)Class 50(or heavi- ductile _ s Q Q l X � � � i iron pressure i e, nom 6 in.dram or smaller steel onduit, )m 4 in. � � N � E X L Rating At 400 F-less than 1 CFM/sq ft � p p ( ) diam (or smaller) steel electrical metallic tubin;, nom 6 ir,. 'iam (or 4/0 x 3/0 5L. 4/0 x 3/0 5L. ?}, -� ;;;; 4/0 x 3/0 51.-. 4/0 x 3/0 5L. smaller) lype L of (or heavier) copper tubi.g or nom 1 ,n .,ram (or --- - - - - - ----- -----g - - r� - - _- - �, z ,,,,,,,,,,10 ,,., - - - - - - - - --- _ _ - ,A _ RANG smahe+)flexible steel conduit.When copper pipe is user a f Rating l'1 - ---- - - �` fTl Z IM u a• A of tirestop system(Item 3)is 2 h.Steel pipes or condui larger than I �7 a nom . ir. diam may only be used in walls constructed using steel • s •- chan"e, studs. A max of one pipe or conduit is permitted in the VERIFY WALL POCKET I 1 - �`'' 3" tirestop system. Pipe or conds+it to be installed near center of stud DIMS. WITH OPERABLE as'.,r width and to be rigidly supported on both sides of wall 11�J I I Uit il_A�I�, I�RE��U isiombly. (K l 6 WALL PARTITION SHOP DRAWINCsS void or Cavity Material•-Caulk-Caulk hit material installed to H I A-3 SECT. PROVIDE A.D.A COMPLIANT f! completely fill annular space between pipe or conduit and gypsum J i I THRESHOLD AT EACH NEW wallboard and with a min 1/4 in.diam bead of caulk applied to perimeter u- (L L 2 - d pipe or ronduit at its egress from the wall.Caulk installed symmetrically EXT. DOOR C3 LOCATIONS) - O sJ ar butte sides of w&U assembly Tho hourly F Rating of the firestop system 1d is dependent upon the hourly fire rating of the wait assembly in which it �T I - - NEW AND EXISTING EXTERIOR WALLS j is installed as shown in the following table. The hourly T Rating of the ( I i A Arestop system is dependent upon the type or size of the pipe of conduit DD �1.� REQ'D. TO BE i-HR. RATED DUE TO J SECTION A-A and die hourty fire rating of the wall assembly in which it is installed,as �Au I LLI I PROXIMITY TO ASSUMED PROP, LINE _- tatulited below: PER U.g.0 TABLE 5-A, OPENINGS REQ'D. A BLD'G, - wPipe Annular F T Z I I TO BE PROTECTED (NOTE: DOES NOT I.Wall Assembly-The 1, 2, 3 or 4 hr fire-rated gypsum a ,Ilbozrd/stud n conduit Space. Rating, Rating, I 3-1 SECT, o wall assembly shall be constructed of the materials and in the manner blain.In In Nr Nr APPLY TO WALLS PERPENDICULAR 10 , described in the individual U3(10 or U400 Series Wall or Partition Designs I 0 to 3;16 1 or 2 0,, 1 or 2 ( A55UMEG PROP. INE U,B.0 503.2.1) it the Ul Fire Resistance Directory and shall include the following 1 1/4 to 1/2 3 or 4 3 or 4 11.1 I L construction features: (4) 0 to 1.1/2 1 or 2 0 I A.Studs-Wall framing may consist of either wood studs (max 2 h fire ( (b) 1/4 to 1/2 3 or 4 0 0 rated assemblies) or steel channel studs, Wood studs to consist of 12 (12) 1/16 to 3/8 1 or 2 0 I 5 WALL 14 WALL nom 2 by 4 in. lumber spaced 15 in. OL with nom 2 by 4 in. lumber copper pipe is used, T Rating is 0 h. I end platen and cross braces. Steel studs to be min 3-5/8 in. wide by A ?, 5ECT. A-3 SECT, Ya+ 1.3/8 in. deep channels spaced max 24 in. OC. Minnesota Mining&Mfg. Co.-CP 25WB+. I the UL Classification Marking Z B.Wallboard, Gypsum*-Nom 1/? or 5/8 in. thick, 4 ft. wide with I I 0 EX15T'G. square of tapered edges. The gypsum wallboard type, thickness, --•. --1010 1010,- 1010• number of layers, fastener type and sheet orientation shall be as •pin t specified in the individual U300 or U400 Series Design in the Ul Fire I � MULTI-PURP05E 51JITE _ Resistance Directory. Max diam of opening is 13-1/2 in. Q I TH15 5PACE, ORIGINALLY PENETRATIONg OF 1 Irl:. RATED WALL A53EM�LIE°5 -`�� I I �IEW CL 'A''A' �- C� NEW CLA55ROOM '5' A RE5IDEN', 'AL HOME, 15 N � GENERA'_LY USED AS 660 542 5.F �"a1 (W 0 � X (1`, OFFICE SPACE W I I OCCUPANCY = 33 OCCUPANCY = 21 of � • i • [Fee o , REMOVE EX15T'G. WINDOWS WHERE REPLACED ,�. �} ...... r BY WALLS, SEE FLOOR PLAN (NOT ALL LOCAT I ONS SHOWN ON DEMO. PLAN) - - ---- , REMOVE EX15T'G. WALL`S, DOUR3 AND �� �_ _ a! F G I I C�.eac� R oo� !� (� IXTURE5 A5 INDICATED, VERIFY ROOF AND III • i CEILING STRUCTURE ABOVE AND SHORE - IF/A5 REQ'D. _ I - III z -- ,r•r-,-, X -- A la- A-3 a- -- I --i I II III I U' in AND A-3 1 - III I ` A I L II 1 1 I 3 ` -1 Y II I �7 3/0 x 6,'B <C; y --- - - - - - - - � - - -v _ - ---- `n I o I- I_ 0 iX 3/O x 6/8 I Of ��- CO) _q I - s I U 3/v..............................6/8 �- I 13 WALL �- 3/O x 6/ II i i I I A-3 sEcT. _ -- _ leeliffil •- \ S N. 7T- LL r &Z � J� J x � ,�ic �_ � �o + SALVACsE EX15T'G. '1` T -- ---- -- >� t DRINKING FOUNTAINS FOR RY REUSE IN REVI5EO PLAN �' / /` I I -- --- ^- _ -- - -- - _ _-_-- � �� O "- - II ® 0 0 EX15T'G. -a � EX 15T'G. GLA55ROGM OFFICE EX15T'G. OFFICE EX15T'G. OFF I GE 650 5.F OCCUPANCY = 33 0 i o c ( 3/0 x 6X8 cc .- -_-_- IN5ULATE 3/4-hr. R' �r:D I • \ _ --EX 15T'G_ NO CHANGES _ b - NORTH NORTH Demolition Plan Floor Plan SCALE: 1/4" - 1'-0" SCALE= 1/4" = 1'-0" _ --- FLOOR PLAN FLAGGED NOTES= WALL. � PART!T I ON LF- LEND% A NEW A.D-A COMPLIANT COUNTERTOP LAVATORY = ice__ EXIST'G, WALLS 4 PARTITION5 TO REMAIN Sch;its Ferry Rd, 12930 BUP2003-00296, BUP2002-00374 2 0/ 4 NEW WALLS PARTITIONS - NON R-:ATED u`� `�rtzobeS NEW AT ,A.DD. FCOMPLIANT TOILET WITH TOP OF SEAT _ '77777.77-777-7 NEW I-hr. RATED OCCUPANCY SEPARATION 5NEF1 ' G\> RELOCATE EX15T'G. A.D.A DRINKING FOUNTAINS, WALL, SEE WALL SEC. 14/A-3 RE-INSTALL PER MFG-5. IN5TRUCTION5 AND TO ��.�` `STATIONS COMPLY WITH A.D.A. EX15T'G. EXTERIOR WALL RENOVATED TO e D VERIFY OF'.:NIN'� C Ii''EN510N5 IN THE FIELD, I-hr. RATED, 5EE WALL SEC. 13/A-3 03cE Ca 2 OPER 4BLE PARTITION SUPT-LIED AND GENERA! EXPLANATION BELOW) CONTRACTOR TO COORDINATE DIMEN51ON5 ANU INSTALLATION DETAILS A5 RE-O'C, a�? '^77� _ NEW 1-hr. RATED EXTERIOR WALL, .`tE'c W�iLL E PROVIDE f'4,N,G H�„'C)WA1.2E (DER U.B.0 1001.3.10) 5EC. IVA-3 (REQ'D. BY U,E3.0 TABI E 5-A DUE TO PLANNED ADJACENT E3LD'GJ r 1010:,... -. ,.. 1010 :10,10-, ,1010 1010 .,, -1010 1010-..1010,1010 r hN,M! Fi. •1"w 1010. - Y,Ftfr nYntr'n,M rlrf 1010, 1010. 1010'^1010. 1010;-,:. •...I l'i..,wor,.rmr .r �:+SR vMfii.,.W}h.'S.N..r 1010 1010 -1010.:._1010. ;i.3.....r_1010..�....-r. NOTICE: IF THE PRINT OR TYPE ON ANY III III I ' I I I I I I I I I I I ! I � I III I I ! i I I I I III III ! � I I 1 f I 1 l 1010 T S I I I I 1 I��� Q� '1 f1 � °�.�e...�.•_-,ww.�... _._-_10.10..-_�......_.___ _ _ -1010. ,1010.- _...... ... _10.10.___ ,_,:10,10.,, ,, 1 1 1 i 1 1 1 1 1 I III I ill I I 1 ' 111 11 ! ' . I I I III I I I l I I VI 'I ' I I I III III III I I II 'I I I I I ' I I I III III 1 1 Ili I I fll I i III 1 1 I I i 1 i�r I I i l l i III VIII I I W4 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 4 6 I '7 IT IS DUE TO THE QUALITY OF THE 1 _ _ __ a ORIGINAI DOCUMENT ��; 6Z 8iiZ GIlZ---9jjZ -- 8 Z X117, £f Z �Z iii7. O Z t31t-1 8ff[ Ljjt 9 t 4 i� fit sit ZI I i�i- �t -l6 �8 - L-- 9 �Lt E - T. IIII' I III II!IIIIII!IIIIIIIII IIIIIIIIIIIIIIIIIIII!IIIIIIII !1111111! !Illllllllllllllllllllll�lllllllil�lll!IIIIIIIIIIIIIIIIIIIIIIIII IIII IIIIIIIII IIIIIIIII IIIIIIIIiIIIiIIIIIIIIIIiIlllllll II II ! l Jlll� ll �I�WI lI III II I , 1Li.1� lli� 11� 4 Y •Y Y Y •• III■ Drawing Index • •• ••• •• • • ASSUMED PROP. LINE BETWEEN BLDG'S. ON '%1` SAME PROPERTY (UBC 503.3). 3EE Fl-OOR 1 PLAN FOR REQUIREMENTS DUE TO THE '`` °" ` '' " BUILDING PERMIT 3115M I TT AL ... ... .. .. I BUILDING'S PROXIMITY TO THIS LINE — ... .•. .. . . to / I I \ �• •.. ... ` A-1 SITE PLAN and CON-IER SHEET (this eheet) > I I I ' •• ` ' I \ / / A-2 DEMOLITION and FLOUR PLATS (I/4" Sc.) � • • • • • • •• REMOVE EXIST'Ci. GARAGE A-3 -- EL-EVATIONS and DETAILS A i 1 (REQ D. DUE TO PROXIMITY I I OF AoD1 i ION) / - - 1 A-4 - STRUCTURAL PLANS, SECTION and DETAILS A-5 ELECTRICAL PLAN `, KIRK K. en A-5 HALLSIRAND 101-011I 101-0115 SHEETS TOTAL ~� REMOVE IST'G. I PORTLAND, ORE=GON PATIO A WALKWAY j SLABS AS REQUIRED I Project Description P l a m I I � o \ EXISTING CHURCH _ , � " r � � THIS PROJECT WILL ADD TWO (2) CLASSROOMS To- AN t F� F� r , ��`; EXISTING c.IFFICE/CLASSROOM BUILDING. IT WILL �'r A�pl'fION REPLACE CANE (1) TOILET ROOF' 'UITH TWO (2) THAT % MEET CURRE,IT CODE AND 1.0 F' �OVIDE CODE X t r EXI°rT G. I � \ liJ I CHURCH �� MANDATED CAPACITY. i0 I � I I OFFICES u THE PURPOSE OF *HIS PROSECT IS TO PROVIDE � CLASSROOM CAPACITY TO OFFSET THE LOSS OF EXIST'G. MODULAR UNITS 1 4 2 DURING THE UPCOMING 0 \ \ I I CLASSROOM EXIST'G. CONSTRUCTION OF THE MULTI PURPOSE BUILDING. b I I SHOP _ _ — THEREFORE, THIS PROJECT WILL NOT CHANGE b I -- Ar AN PARKING. \ CURRENT SITE USAGE D P R v .o•+ n -� I o I GROSS SQUA�.E FOOTAGE ADDED = 1,310 �.F � w TAX LUT ;, 02200 CO •o•+ \ I EXIST'G. VAN ACCESSIBLE I / n EXIST'G. MODULAR • TAX MAP V IS133AID _ STALL WITH SIGN, 0 5TRIPIr4L- ' ALL, NO _ _ BLD'G. 'D' CHANGE',-) REQUIRED E_ FOOTPRINT OF FUTURE I General Notes MULTI-PURP05E BLDG. I 1) SPL,Cf 3 RENOVATED SUCH THAT THE PHYSICAL Q o \ \ I LAYC 1 f and/or USE IS CHANGED ARE REQUIRED too TO COMPLY WITH CURRENT BUILDING CODES, G I v SPACES RENOVATED FOR COSMETICS ONLY MAY y BE MAINTAINED IN COMPLIANCE WITH THE CODE �� 1 ^ — _ — _ _ — — — _ I AT THE T111E OF THE BUILDING'S ORIGINAL d CONSTRUCTION AND OCCUPANCY. a© \ 4 2) DESIGN OF MECHANICAL, PLUMBING, ELECTR":AL Cm to AND FIRE :ALARM SYSTEMS SHALL BE BY "'HE Y \ SUBCONTRACTORS RESPONSIBLE FOR Tk'c.IR EXISTING PAVED EXISTING PAVED C5T'R (DESIGN/BUILD). ELEMENTS OF T;4E5E PARKING LOT PARKING LOT SYSTEMS SHOWN C'4 THESE DRAWINGS ARE TO BE CONSIDERED LOCATION DIAGRAMS 011Y. ALL SUCH SYSTEMS SHALL BE EXTENL•'EG SROM , I EXISTING. EACH SUB-CONTRACTOR RESPONSIBLE SHALL VERIFY THE ACCEPTABILITY OF THE EXISTING SYSTEMS AND THEIR ABILITY TO EXTEND FOR THIS ADDITION, THE SCOPE OF WORK FOR EACH SUCH SYSTEM INCLUDES ANY 'ALL WORK REQUIRED TO THE EXISTING SYSTEMS SUCH THAT ALL COMPLETED SYSTEMS, EXI5T'G. AND NEW, — — — — — — _ FUNCTION AS INTENDED AND COMPLY WITH CODE. -�-- 3) ALL EXISTING MECHANICAL, PLUMtDING, ('D --- ------ � o ELECTRICAL, AND FIRE ALARM SYSTEM .2 COMPONENTS ARE TO BE RELOCATED IF/AS � 130th AVENUE — NECESSARY TO ACCOMMODATE THE WORK INDICATED IN THESE DRAWING. ANY SUCH O --- — - -- — --- -- - -- — RELOCATED COMPONENTS SHALL BE _ ------ RECONNECTED TO FUNCTION A3 ORIGIAALL Y INTENDED. 4) THE TERM ULAC� (UniForm Building Code) AS USED IN — —> TH15 SIFT OF DRAWINGS MEANS THE OREGON — — — — �` — — ---- STRUC FURAL SPECIALTY CODE, OREGON'S , -- — — — — '— — — VERSION OF THE U.B.C. — �--�- THE TERM A.D. (Americano with D(eabllltle6 Act) AS � USED IN THIS SET OF DRAWINGS MEANS ALL SITE PLAN GENERAL NOTES: - APPLICABLE ACCESSIBILITY CODES INCLUDING - C.A.B.O/A.N.5.1 111.1 and THE OREGON STRUCTURAL_ 0 Samuel I) GENERALLY, NO CH. GES WILL BE MADE TO THE EXISTING SITE, DE���ERRED - _ SPECIALTY CODE - CHAPTER 11. amm PARKING, WALKWAYS AND LANDSCAPING EXCEPT AS NOTED AND mm AS NECESSARY TO ACCOMMODATE THE NEW ADDITION. �` 5) ALL NEW DOOR 1� SHALL BE A.D.A 00 2) SEE FLOOR PLAN SHEET A-2 FOR ADCITIONAL 51TEWORKAPPROVED LEVER TYPE HARDWARE TO COMPLY fib WITH ACCE:35iBiLITY CODES - PROVIDE PANIC ADJACENT TO THE NEW ADDITION. HARDWARE WHERE INDICATED ON PLAN.meamw �. co 3) RESTORE EXISTING DRIVES, WALKWAYS ANC LANDSCAPING TO TMaeMtr G (Im THEIR EXISTING CONDITIONS IF/A5 REQUIRE'D DUE TO qbop GUNSTRUCTION ACTIVITIES. Oil�� um NORTH t'rccupat�gy'�r!x� OR � co � occirpersey 1,001 CIO Site Pian - conawain>A`typg � Rated Corridat SCALE, "=30'-O" CITY OF TIGARU Fnergy Code ,.., Approved............................... pprovedAcceaalbility TO HWY. 26 )nditionallyApproved.................... (SUNSET HWY.) or only the w ! c,rib,, im PERMIT QUO. ���tJ� • Pro•eGt Team `7 !.ertbl to- Follow. .- ; vt%. , +. �, 1. r�:t ` ` 1� r'•:_:R ' 4-�''(. Code Analysis r j ,lob A •.as: ..t ILI�i._- 13 y, QBil�Data _•!r-=q'�d� APPLICABLE CODES and STANDARDS PROPERTY OWNER SU I LD I NCS CODE SUMMARY 1 to �� v d �, ♦ 'r, ' �1 i��'� r T i�� OCCUPANCY -- EDUCATIONAL, GROUP 'E-I' per U.B.0 504.3 - IN A MIXED USE BLD'G., THE 5LM OF 1998 --- OREGON STRUCTURAL SPECIALTY CODE WESTGATE BAPTIST CHURCH r ,. -_ and BUSINESS, GROUP 'B' THE RATIOS OF ALLOWABLE TO ACTUAL 5.F FOR EACH (U,B.0 WITH OREGON AMENDMENTS) 12930 S.W. 5CHOLL5 FERRY ROAD ', OCCUPANCY SHALL NOT EXCEED ONE ll). - NOTE THAT A.D.A and ANSI 111.1 CODE TIGARD OR. 91223 "' Y ' .Y. CONgTrQl!„TION - TP. 5-N.R - NO FIRE SPRINKLERS w `� '1 REQUIREMENTS ARE INTEGRATED INTO 1503) 524-3500 CHAPTER 11 OF THIS CODE ,, �. '`s•w ' �, � f _ *.Y"" , ALLOWABLE AREA CALCULATIONS, - - r .- ARCHITECT ' ' -- - _-__----_.__-�-- -- __-- ----- 2,206 S.F 2,024 S.F 1991 UNIFORM MECHANICAL CODE • 'E-I' - BASIC ALLOWABLE AREA 9,100 5.;= T 9,100 5.F 8,000 5.F 1991 - UNIFORM PLUMBING CODE KIRK K. HALLSTRAND, ARCHITECT ; ,tf ^• i �~ ' ; � -' --- 2505 N.E. AINSWORtH ST. t, � 4... r - per U.B.G table 5-5, E OCCUPANCY �, �, 1991 NATIONAL ELECTRIC CODE • MULT15TORY ALLOWANCE Not Applicable _ T PORTLAND, OR. 97211 + - 0.495 1997 - N.F.P.A. 101 - LIFE SAFETY CODE ;a�. a��,• ��' ,JUN,, 'F �,r� ,• 1 � T'' �, � ' per U.E3.G 504.2 0.242 0.253 er NOTE- ALL WORK SHALL COMPLY WITH AL • INCREASE FOR SEPARATION Not Applicable CONTRACTOR LU FROM OTHER STRUCTURES ` \ ` 9+ Yf a tiV` F` J_LTJ�` �+ l t'' �x y`�, fit{ APPLICABLE CODES STANDARDS, _ t r 't y per U.B.0 505.1.1 REGULATIONS and INTERPRETATIONS 5 ,' r •S ,fiT BRIAN DUTTON r,k p REGULATORY OFFICl/ _S WITH JURISDICTION r " — 16775 S.W. LAKE FOREST BLVD, k �+ • INCREASE FOR SPRINKLERS N/A = 9, 1 v Y �—--1 LAKE OSWECsO OR. 9-1035 er U.B.G 505.3, SINGLE STORY 100 a.l- rat � �� � � �' � '� � •; �� p ve. 1503) 401-1621 , _ t a, �i SITE COPY • 'E-I' - ACTUAL BUILDING AREA: 2;1c>6 5.F �,E_I" "B�' ZONING CODE SUMMARY qq r � •�:I � � f' � �� # occupancy occupancy. t o . •1' { .I JURISDICTION --- CITY OF TIGARD, OREGON ; , - 13' - BASIC ALLOWABLE AREA 8,000 5.F « `� �: ' `�`l per U.B.0 table 5-3, A-3 OCCUPANCY 2,206 of 2,024 �.f PROP. ZONING -- RI - MEDIUM DENSITY RESIDENTIAL Deferred Submittals O��V�tIGRi ►nt� : r "„ , `.��"®Z�02 Navi�stlon reohnotopie+ � SHEET �, • MULTISTORY ALLDEFERRED SUBMITTALS SHALL BE REVIEWED AND PROJECT SITENORTHNot Applicable BLD'G. 115E - -LOCAL COMMUNITY CHURCH, APPROVED BY THE ARCHITECT PRIOR TO THEIR NORTH per U.B.0 504.2 R .U.P) A CONDITIONAL USE PERMIT SUBMITTAL !•O THE BLD'G. DEPARTMENT. DEFERRED Acml• INCREASE FOR SEPARATION Not Applicable (�"' P) SUBMITTALS ARE REQUIRED FOR THE FOLLOWING, Vicinity ap FROM OTHER 5TRUCTURE5 NOTE: FOR COMPLIANCE WITH ALL ZONING AND G.U.P o ROOF- i RU55E5 - SEE AL50 5Hc-ET 5-1 NOT TO SCALE �- Scholls Ferry Rd. 12930 per U.6.0 505.1.1 REQUIREMENTS, SEE THE STAFF REPORT AND • = L CONDITIONS of APPROVAL FROM THE o FIRE A,_ACM SYS-EEM (NOTE DIFFERENT NORTH ORIENTAtIOP� 3 or 4 BUP2003 00296, BUP2002 00374 CONDITIONAL USE PERMIT, OBTAIN APPROVAL FROM ARCHITECT, CONTRACTOR FROM SITE PLAN ON TH15 SHEET) INCREASE FOR 5PF'INKLERS N/A 5.F per U,B.0 505.3, 51Nu,'.E STORY V5. _— CITY OF TIGARD FILE tI CUP2001-00004 AND BLD'G. DEP'T. PRIOR TO ANY FABRICATION OR • 'B' - ACTUAL BUILDING AREA 2,024 5.F INSTALLATION OF THESE COMPONENTS. ,.,--..«w-r+-r.•r. +" �e>e...:... ....... .....n.->aaa'�or'ami: .. r.:rwMFlrrrawawf,-..lwwsw•rivBM.MrYI�AYIA*.MIi4.�n�iuww...rrA•.u...w..,.•rii.+w+..n.o,wni�Mw..�..a..►-.:.. ....t^3M,; nwwri.w.ww.�+�.. .._.,..r NOTICE: IF THE PRINT OR TYPE ON ANY TFI- I l i I I I 111 III III III I I I I I 1 1 1 1 1 1 1 III III III I ! I III III 11! I I I I I III III III III III ' i l l 1 1 l 'I I I III III III III III ill III I I 1 1 1 1 1 1 1 1 1 1 1 1 1 III III I L I I I III III V I I I A a Wl* I l l i � 3I I I I4I I L I I I I6 I I ?I I I l l I 10 11 I 12 m IMAGE IS NOT AS CLEAR AS THIS NOTICE, --11 � -_ t - �. ---- - ---L---- -- --- gl - --- 1 - - - - -1 --- -L _ - ITIS DUE TO THE QUALITY OF THENo.38 ORIGINAL DOCUMENT Z E1Z �Z I Z o1Z 8 i R[ L T 9 T 9 i I ib t E T Z T TjT I �l 8 8 LL f 9 9 fi Z� T�-)•irw I' II II 11'!11111 IIIIIIIII IIII�IIII�IIIIIIIII lillllillllllllllllllll�Ill!Illllllli;illlllllllilllllilllllll Illllllllllllllllllllllll!lllllllllllll�llll�llllrlll�llilllllllllllllll�lJlllllllll I 1111111111111�ill�lllll� I � 1 III IIIIIIIIIIII 111111 Jill 1111 Jill IIIIIIIII 111111 CENTERLINE OF OPERABLE NEW EXT. 4" THICK GONG. WALK, PARTITION, WALL POCKET, AND �EXI`END FROM EXI9T'G. AT SAME mJa-0n �r" �• INI kRIOR WALL BEYOND - ,•, •• WI�4H, PROVIDE ACCESSIBLE ROUTE --al _ •!-!�T a or TRAVEL TO EACH NSW EXT, DOOR HU RESISTANCE DIRECTORY P%RN) E(7JAL _ EQUAL THROUGH PENETRATION FlRFSiOP SYSTEMS %NFZ Continued ' ' u • , F ? 2' 8" fY-� I/1 5'-pEXISTG - NO CHANGE9� Sysbm No. W.L-1001 �� • Q ll (Formality system No. 147) I gathyps-1, 2, 3 and 4 Nrsee Items 2 and 3 '- d I - ( ) t.Pip wan,Wlt Con f2 in.dram m smnlw)Sibley oil 10(or WAS., rii T 4 111 -0, 1, 2, 3, and 4 Hr (See Item 3) Ned pl , nom 12 in. diem tar smaller)senna weight(or heaNm)best E E A pe I I' R'.' At Ambient-tun than 1 CFM/sq M len sMl pips wm f t,n.dlam(oa smalNq pass 50(w M1aNeQ duMle if) X. L gating At 400 F-left then 1 CFM/50 N 1 hgn prtnw.wpe, nem 6 In.diem(or dime,) saeA .ndult. nom 41n. I I ItEl Q, iV .i) X. 4 @ O X I. it. 10, sm,1lbQ sleet Mddai mM,llic ti hing, nam 6 In, dram (of 4/0 x 3/0 SL. 4/0 )( 910 5L. KIRK K. 1 -- — — AND mu�lei type ! m ((or heaviae)) nipper robingg o, nom 1 in. than (or 4/O x 3/O 9l. 4/O x 3/C 9l.. PC mar lel Rambo Reel conduit 'Yhe.cap ,papa i,mad,maa F Rating `a) •••:•'• :':•"• '• • • • ' —�.. • •• CC `` 1-►A A NBnsrop ndem(Ill.3)1.2 x.Steel piyeaar, Imuults urger than I I rI ••• �i M4uS�N nom 41n. dkam may only be old In walls P.W.0e: uo.6 Reel 0 p dormer s',uds. A maa of one pipe or t,odvit if per.sided in the I I VERIFY WALL POCKET I=6" MIN. 1 — Rrtdop syHem Pipe or..dull to be installed nue center of stud J I DIM'S. WITH OPERABLE Oar Wee and to he vainly ,.pped.d on both alas of wM PORTLAND, OREGON ,� ull Void, 1 6 WALL PARTITION SHOP DRAWINGS - t�w0 t I.Rb.Vora or bN Mabdal•-[aulY-OUN Hal material installed to PROVIDE A.D. COMPLIANT I� //� mnp!.kly fill anrywW space hetwun pipe w conduit end gypsum y I A-3 SECT. THRESHOLD AT EACH NEW �./C/ n d ram am Wlh,min 1/f in.door Mad of beuLL appli,d W De mete, ¢¢ U .gids horn the well.Caulk inwae:ymm Ha Ll, I EXT. DOOR (3 LOCATION5) - ! m bAh,idas A wN assembly.Th.hourly F gating of iM hilltop ayOu" b aependent open the hourly fire sting of the wall assembly in which It Q I NEW AND EXISTING EXTERIOR WALLS 11 Ifimtdted, as shown In in,folWWng table. TM hourlyi Ilabog of the N I L• A - r besot,synem is dependent upon the type w site of thpipe OF conduit N REQ'D. TO BE I-HR. RATED DILE TO •3 w mr huudy Nce sting of the wdl assembly in which it is lnstaOed.a, I� I PROXIMITY TO A"I MED PROP. LINE Sr OTION A-A WJ Fill below: PER U,B,C TABLE b-A, OPENINGS REQ'D. � � BLDG. 4npr Annual, r r L fni AnemNy-rhe 1, 2, 1 or: h, the mute yyp,am I.them/atm r T. Soni•. R.wy. beef I I 70 BE PROTECTED MOTE DOES NOT s-1 SECT. [� wan assemnN a in vial U3W or of the b,%Wall and in the manna, w".m m w ro APPLY TO WALLS PERPENDICULAR 70 eesmaMU anile go.b n 0300ct Ua00dalesl iN or a the Dedyym I 0 Sp 3/16 tort a,t or z I I I A59UMED PROP. LINE U.B.0 503,2.1) m the m fart Raaistmce Directory and shall include tar, follewinp 1 Ipm1/2 1.2 lora wmbwHpn batons: (4) 0 m 1-1/2 .or 2 0 A.Stift-Vesiltbn framing may chane of.ISM,wood studs to a n h •r F ri 1/4 to 1/2 3 Or a 0 ,dee by 4 in. to or Ree; channel i dm,.myth near ems to wmin, v a2) 1/16 to 3/a 1 or O 5 WALL I �Al WALLg tby a in. lumbi m¢,tl f6 In.OC wNM1 nom 2 by a in.WTMI from,pipe,I,used, I Rating Il 0 h. am plans aM n.e braces.Steel studs to M min 3.S/R In.Wd•by Abnemta Mining le Mfg.Co.-CP 25108.. A-3SECT. SECT. 1 Id/s in.daily cMnnab spiced min 24 in.OC I ZCD ,yuan m l de wall rhe U.ClmsiRahon Marling o p.redry"Mr. The gypsum Palmy. . __.. ___ _... .., . 1 EX18T'G. s wdmpiro, 4ypwm•-xnm 1/z w s/e m. maa, 4 x. WOD numb•, of tax,,, ,Mon., type mad ,haat .4diftiw, sh,11 M m 41 .—� ,pealed inmdlwdwl U300 or U400 Sorin al mai a Fair. I MULTI-PURP03E JITF eedRa:e Mrttto . Nm dbm Of openlam is 13.110(11. THIS SPACE, ORIGINALLY NEW CLA55ROOM 'A' D- I O NEW CLASSROOM IB'_ A RESIDENTIAL HOME, 19 � _ PENETRATIONS OF 1 hr. RATED WALL ASSEMBLIES F D ` � 8 660 5.F 542 5.F GENERALLY USED A9 � ® � 40 OCCUPANCY = 33 I OCCUPANCY = 21 OFFICE SPACE e 3 A N f I I � I` I I z � � REMOVE EXIST'G. WINDOIU9 WHERE REPLACED LO WALLS, SEE WN ON PLAN (NOT ALL LOCATIONS 9HOWk ON DEMO. PLAN_5 REMOVE EXIST'G. WALLS, DOORS AND �— �t FCE'ILING STRUCTURE ABOVE AND SHORF NU 111 IF/A5 REOD. III - is X . A' _1�1 r III 1 ih fir] I HAND I A-3 ' — 1 �✓ III I 1 III 3/0 x 6/8 < -L D°lot L ---- - ----- I i.-----1 i � ]� W I 3/O x 6/8 I ` j �p .......... . , . 1 I )IJ _ I 13 WALL 3/O x 6/8 1jr 7 r N � I �.��— f - 3/0x6/8 V SECT. A , I , / M r^ 1 t 0A3# L L x�' SALVAGE EXIST'G, I I ,?, V ; DRINKING FOUNTAINS FOR I I TRY O REUSE IN REVISED PLANma imm •10 8'-6" I I 0 - Q CO CO 'd EX13T'Ca. y71J o= EX18T'Cs. CLASSROOMOFFICE EXIST'Cs. OFFICE EXIST'Cx. OFFICE Q v 657 3.F I Zto,g. h E �1 U OCCUPANCY - 33 I s ffv . - 00 Q I i Isom quoss 10 cCal t 3/0 x 616 -— -- _T-_j I. INWLATEQ 4 f� 3/44T. ED em; OF )PC^ pr r L EXIST'G. - NO CHANGES � � I I I { NORTH �' NORTH Demolition Plan Floor Plan SCALE 1/4" - 1'-0" -- — SCALE, I/4" - 1'-00 - FLOOR PLAN FLACsGEO NOTE81 WALL 4 PARTITION ' EcsENDr 4 NEW ADA COMPLIANT COUNTERTOP LAVATORY EXIST'G. WALLS 4 PARTITIONS TO REMAIN © NEW ADA COMPLIANT TOILET WITH TOP OF SEAT ""y''•' '•"2 y, NEW WALLS 4 PARTITIONS - NON RATED AT 11" A.F.F. SNEF� d- O RELOCATE EX19T'G. AZA DRINKING FOUNTAINS, ===== NEW 1-hr. RATED OCCUPANCY SEPARATION WALL, SEE WALL SEC. 14/A-3 RE-INSTALL PER MFG'S. INSTRUCTIONS AND TO COMPLY WITH A.D.A. /pens �1 112)) EXI57'G. EXTERIOR WALL RENOVATED TO o // VERIFY OPENING DIMENtW iON5 1N THE FIELD, 1-hr, RATED, SEE WALL BEC. 13/A-3 (SEE OPERABLE PARTITION SUPPLIER AND GENERAL EXPLANATION BELOW) CONTRACTOR TO COORDINATE DIMENSIONS AND INSTALLATION DETAILS A9 RECI D. NEW I-hr. RATED EXTERIOR WALL, SEE WALL SEC. 14/A-3 (RE.aD. BY 'J.B,C TABLE 5-A O PROVIDE PANIC HARDWARE (PER U.B.0 1001.3.10) DUE TO PLANNED ADJACENT BLDG) SchdOc Perry Bd. 12930 BUP2003.00296.BUP2002-gW a . , beef 4 NOTICE: IF THE PRINT OR TYPE ONANY __ _.-.•-. --"�-.--...,.�.rw17`T�m•,.... ,..r.r. - �..-. L.-..-_ __ ......._ . ... -..._ . .. ._L -._.....-,'s�amur...-- _-__-.___. 1 ...»_...,_..r ._ _. ._- _�_- d..r...r-� __. _._�--__.,. 111 Ir fl' I� II�III![ 1111111I111I1�111LTiIII1�fI74�fIIlllfffllllDr1�11TIIIgTIII �111I111(111T1�I111If11II�lIiO111111JljIlIII��T��I111lI�ll OIIr1If�lh�Tlr IIIIIIIIIII m a9) at 004 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I I g I 1 ], IT IS DUF TO THE QUALITY OF THE _ _ x^1• ORIGINAL DOCUMENT � � I C gI� L�5 S t Bt Lh I t t t BS 6t �I t IIIII I IIII�IIII IIII��IIIIII�IIII IIII�IIII IIILlIII ��Illlilillll Illulll llllllllll llll�llll lllllllll IIIIIIIII IIIIIIIILiIILllll Illlllll llllllllllllllllll lllllllll lllullllA11111 utt