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13401 SW BENISH STREET-9 April 11 , 203 Sys.. _. �f F 1 V 'T'��+liR� I OSSC Live I.,oads Posted: The live loads for which each floor has been designed shall be conspicuously posted by the owner in that part of each story in which they apply, using durable OREGON metal signs, and it shall be unlawful to remove or deface such notices. The occupant of the Yorke & Curtis Dave Curtis building shall be responsible for keeping the actual load below the allowable limits. 1607.3.5 4480 SW 101 " Beaverton. OR 97005 Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be RE: OUR REDEEMER BUILDING EXPANSION maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC Dear Dave: Certificate of Occupancy: No building or structure shall be used or occupied until the Building Project Information Official has issued a certificate of occupancy 109.1 OSSC Premises Identification: Approved numbers or addresses shall be provided for all new buildings Building Permit: BUP2002-00425 Construction Type: VN in such a position as to be plainly visible and legible from the street or road fronting the property. Tenant Name:: Our Redeemer Lutheran Church Occupancy Type: B/A-3 Address: 13401 SW Benish Street Occupant Load: 706 When submitting revised drawings or additional information, please attach a copy of the Area: 11 ,440 Sq Ft Stories. 2 enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Sprinkled: NA Alarms: NA I Tigard in tracking and proce 'ng the documents. I I The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) Respect 1998 edition; and the Tualatin Valley Fire &. Rescue Ordinance 99-01 (TVFR99-01 ) 1999 edition. The plans were reviewed by Winstead and Associates. The submitted plans are approved subject to the following. rian Bl Senior Examiner • As noted on sheet CS, Phase 2-4 will not be done during this permit project. The drawings shown on the plans are for reference only. Special Inspection: Special inspection is required for items listed on sheet Sl. The special inspection agency of record, Northwest Testing, shall furnish inspection reports to the Engineer of Record. Berry-Nordling, the General Contractor, Yorke & Curtis, Inc. and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a final signed report stating whether the work requiring special inspection was, to the best of the inspector's knorJedge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, F,1gineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. Benish Str. 13401 BUP2002-00425 1 of 54 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 Benish Str. 13401 BUP2002-00425 2 of 54 ir � irtiiili1rt11r111i r rT J 11rr11rr111Tr1r ' rrr111r 1 lrrlrirrl 11 rrillr 11T � Iiiiiiill NOTICE: IF 1 HE PRINT OR TYPE ON ANY �T'� I III III III ( I 1 1 I I (T�l P�T�1� Tr 1 f ( � 1 IIT I C I I l n f 1 1 1 ri 1 �� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 ZI I � 41 I j f I 6� I � gl 1 �I 1 ��f I 111 l�l G � IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT S Z 8Z LZ Z Z fiZ SZ Z TZ Z 8t 8I LT t 4t bt ST�iiu i�i-ilii�i ��ii ilii ilii ilii lli�li« < I ill �LI��u �I��L� �>u�IL iuI IIIL IIII��III IIIIIIIII IIIIIIIII III IIII IIIILIIfI IIIIIIfII IIIIT tT11, T � e �Wi L 9 4 SIZu Z T �.n• LII I -- -- --------------------------- r L EGET✓ D I i � F ' C14 00 1 \ 01. BENCH MARK: C/TY OF 11GAR0 N..M. NO. 24 1. ( Z 1/?" BRASS) £LfVATION = ?69.J9. MN. = MANHOLE CN S 0 C.B. = CA 1-CH 8AS/N I 11 /� Z. CONTOURS ARE AT ONE-FOOT INTERVALS ANO ARE COMPJr£R GENERATED. @ C14 LE. = INVERT ELEVATION C14 w J. UNDERCROUNO UTIL/r/ES ARE SUBJECT rO ACTUAL EIEXO LOCAT/ON. WV = WATER VALVE rn A ALL UAL/T/ES MAY NOT dE SHOWN. G.M. = GAS M£lER (~� + FENCE TO BE 6' HIGH. OWNER TO COORDINATE I 117 7? S. TREE SPREADS ARE NOT TO SCALE G.V. = GAS VALVE \� N s /y ' I W/ NEIGHBORS ADDITION I r G / OF LATTICE ON TOP = W,A/. = IVAITR METER C) oo 0 4 I OR CONSTRUCTION I I 6. AS PER S/TE PLAN PROV/DED BY THE CHURCH. L1GHT /'OLE r� z �" N.88.16YI5" OF NEW FENCE, TIP. V) O C 5� W.M. - 189 _ PROPOSED LANDSCAPE SHOWN ON LA1 do LA2 O.L. = OVERHEAD LINES w ! / = METAL LIGHT PI'JLE O STREET SIGN Z ,p yrr,L UO � / WCR. = W71£ELCHAIAI RAMP P4 � •rd ~ y A/B.R. = METAL BIKL- RACK W o d FC = CHAIN-11/!JK FENCE F.H. = FIRE HYORANT z w F� r + CO. = CL.EANOUT O - _ - - •._ __ _.j J F, t G.L. = GROUI/0 LIGHT_ - _ _ t t w + - - F-'` /.C.K : IRM 3AT10N CONTROL VAL Xr - Fes-- m 1 JIM * CE. = ct'4AR I ;rlCH. CHERRY O ti est LOW FLOW CHANNEL- I'm. = ELECTRIC METER W ? CHECK DAM fs = Top OF CURB M = MAPLE I _ ; s7. -- ,.- (TYP,) t MH. = GUTTER T. = TREE = Z 7. --WARM-- .!_A4_ WA 1F7P J"AL + L 0JZ - AKAGri'HLlsnc u0 ° vywr - - - - - - - _ _ spwr ° _ ' t7. ✓ E.=mss IM + � CENTERLINE - -. - /A/ + _o a 5 20' x 24' OF 810 SWALE d7. •+ 4 'a 'Fejt _ ry�>>o3E 6• I BLDG PAD FOR !fi ty 27. � � � _ STORAGE BLDG h / /7. s"k BY OWNER NEW F� + t'7 TREE !t.P!C PARKING -- - - ' \ t� I% __ a = W 40'-9" LOT LIGHT + RE TREE I - - CHAIN LINK FENCE �E = N + I \ \. I NEW 42" HIGH Q 11`11- 'r 1� 7 / \ C ` � ! \ I SURROUNDING POND �. I'EF,tosrafxe¢ _ CL � + tir..• I 1$'-li" 25'-0" 17'-0" - 5'-C .r I L -- "1 - OW + � _` a � ��\ �\ IAS SHOWN. 90_S•��s�� SFE s C �O C i >- \ \ t7. + zr6 s�f'y h Q O �:,, �1 O z 7. !7. + m t i ' / / t.p I LLJ C PAINT COMPACT" ` I ° 4`t J �! Q Q w C 5" LETTER ACROSS ' \ \ �wR / _- - -- O e7. STALLS THIS SIDE+0 ` I �`_ _ -- .� \ N 141 C �j.� \ cn n + FOR, T7 t7. + C I ` \ \_ _ 2 (n I E Q FUTURE y / /"T t7. (+� t7. (DZ \ - ` ADDITION `` EXTENDED DRY DETENTION POND O I \ 4j C 1 / __ - - ' r HIGH WATER ELEV=239 ('SIZED FOR t- n NEW _ 9'-O,• I \ 'so _' ALL FUTURE BUILD OUT) Q Q I TYP. 1 1 PARKING NEW;MESA / iso _ - _- - LI J LIJ Q LOT LIGHT C - - / + �7 ,r COMB/NATIOW C17NL7PErE y°�' ��j44; l I 7 18'-6' WALL' 1 / [ I a Z CURB A` CUTTER P I/ , _ - f -'� 4� �l I oLU z m c ' NEW C r- ALTERNATE LOCATION / _ 1 - - t7. + r " Q `Q I z w I E + PLANTER, TYP. ---__ FOR NEW PAD r- .- - - "� PROPOSED RETAINING WALL MOUNT J(FMR - J _ (FUTURE-REQUIRED FOR (J/ PROPOSED NEW _ / _ Z 7O C z AREA OF WORK PHASE 3 ONLY Q m PAD MOUNT XFMR _ E-- - - O -�._ REFER TO CiV1L DRAWINGS FOR LOCATION TO TAKE -- I T.0.W.-245 = O I y \ ' s n SITE GRADING, NOT LIMITED TO FUNRE ADDITION "~ ? + ~ C THIS BOUNDARY i t� -- - INTO CONSIDERATION C 0 S0 600A 120/208V " 17 Q W t + } + NEW C o _ ` 3OW SERVICE WEST - -✓•- - -NEW 60GA MAIN_ NEW CT - __- .--7:::'::::77777- - '- /'EWJ15 -` I e I C do�- 200A BRANCH., & METERREVISIONS �' 1r - -- - -"" '- AlN. h I �.- PANEL .- I --. 11/11/02 C , q GE.+t6 NEW (6) SPACE I L 3 0 2 17 03 + CB + + BIKE RACKNEW �o b, -- \; PARKING M1 WALK NEW A Y CONC. I \� ` AR/ �- - slwror 2 4 - - ! - LOT LIGHT _ BRIDGE III 5 6 AI. 17 ACCESSIBLE WALKS INCLUDING I I I2 T I , + ddd"' AIP TO HAVE H.C. 0• / I �a t ' f� DATE 8/12/02 / \ RUNNING SLOPE OF NO MORE 1 5 / ` ' _ i-.-. - 2 I THAT 1:20 AND CROSS + ` I JOB NO. F NO MORE THAN / l D \ 1:50 PER OSSC SEC 1103.2.4.31 '�' /frOLOG. COR. DRAWN Tp Rro I CONDUIT FOR 5D' _ _ - - i I �E2Y 0.9' ADA RAMP / I FUTURE BACK FEED 1' , + - - APPROVED SZ + REFER TO C2 1 H.C. _ - _ TO EXISTING C FOR GRADES ELECTRICAL SERVICE m ` - _ __ t7. - -_ -2,r - / 0 ADDITION 1, NEW WHEEL STOP, R 19p`0 C I 2-STORY \ n - +/ I SH60 PARTIAL 4 FROM EDGE OF tO - - - - I I MAIN FL LEVEL 262.65' 1 - v, � CURB/ASPHALT � / � � � m 1 - ..- - -� 1 1 _ - - --, i -- I1Y'L1:0.4' IT PLAN 1 BLDG. COR. - 6" X TYP. C LOWER FL LEVEL 252.19 1) SITE ' \ COURTYARD T)vM F \\\ 1 ' t P __-- - 2 I 2 > I C -- - - _ A T 5. EpVe srR F r- I t• 1yIDF _ I_ n=L7S' B'S7" �1t --- -- - Q = s MATCH UNE \ ---- - DECO/ fX/S7. i - - -- - I - /�T _ _ 2 w MATCH �a ED � EINE L _ -i _ L _ �� "E `_- _ _ o a' 4A cc-lz..r� - - c+) N 1 SCALE: 1 20'-On DWG A11 n - I --- -- - -� - ' N.74�'92,32UQ CB=S 12'IB 00', - f 40,_�,. - - �, �I �� A ,a DWG Al 1 \I/ EXPANSION- lI + rA�vs�rvA/ERr-% � - �. Aca , ti NEW /I� I �_ t PVC •. L� B6'OA'3J" z PARKING / E.4. I -I R/SER _ vb"o 1 `� - R=15.00 - LU7 LIGHT -1 i0 _ _k / I >fLE NEW SITE 0 r~r. I R/s!x �- �; _ _ tC=20.A7 R, s~ CIRCULATION 1' 'o> EXISTING /�04 FUTURE C _20- /BUILDING r I ADDITION EW t:gy�E 05'J8'54" w.Ko ��RI4sER r_ NMJl71----+L L TJs+E�IV BCH R -GYbYL�4ElE I TE t 3.00 ti' I - :776 �--- �-- R _ OR-A10-S c-[OCH M?7 a G SIJP(� i C -7.J? O1"W. ' t N.8J'56 42"E• -- a 1C S.B8*1608E NEW CURBS WEST [ E[EV tL1 1 I 1 -` V i � S CI L_ �' I ft C� 1 N / 10.00' SIDE OF LOT TO BE � �� HEAT PUMP J i 1 ! ADDITIVE ALTERNATE ON CONC. PAD ' ----� -_ FROM THIS POINT NORTH r S W P NL). ON \ EXPANSION I__ A ,11+ i a f J A \ B ¢r ,/ �1 s~ \ NEW ~i P (� � o XPANSION° � - � CONCRETE + •E AbKE RACK '1 °c -(4iV.GV.s - -- NEW NEW SIDEWALK /G EXISTING I wAITR \� CHURCH CURB ASPHALT - __ � '� --4 SPACES I SPA�vr EXISTI G SIGN ! I '-r4 "/LI(VD/CAPN=to I �� n o��) I I - SY/�IE11ALK - _------ �/ EXIS77Nc r --= - -- ------� - - - _ - --- DRAWING N O. _ - /.�C.V.a NEW � A'SPHALT 7 6 7'=C 7 _6�--_�� --��---__._____- - IK'R I _-, _ C17hC'RYIF -----•Q--..- _--._.--.___- - -I ` 2 __.-_�.--r-= -_--.-_. W PARTi �-\J_ SITE PLAN 1 REFERENCE SHEET A.11 FOR �f - THERN POR -LION OF SITE PL10ANANSOUA10 SCALE. 1 2O O n 8enish 5tr. 13401 BLIP2002-00425 3 of 54 _. __ w._ . Uwl.i.LV�(�y}iy.nrv(wi,rRSy'JIYn.+ti-+YY'Mpk'JN.6'YV/uWN��NEY �iSyWrl'FOIR�I!�YI,..• :.... . M _s=%0. --_�LYXti1Y:Mw'WJ.w1..nwiaW..... gyM .. ... � .. . ^7T` 1✓�II�nN �1+0-...:vee. .. n, ♦. • .,._._-.... ..-:r. .. NOTICE: IF THE PRINT OR TYPE ON ANY Tjr1 b i l lI111I III Ili I I III I III III I l 11 l l t IJill II III r l l Ill III V I I I III III III III III I I l i l l l I t III III ►I I I I III III I I I I t ►i l I I I I I I I III I l t III I I I I I I I III l i l V I I I I d IMAGE IS NOT AS CLEAR AS THIS NOTICE II I I I I �I I 13 I 14 I I I I I 16 I I I I I I I I I I i I I I I IT IS DUE TO THE QUALITY OF THE No.30 , � III �I 17, II IIIIIII II 'ItI. I >jlll 111Z11 1 iIlll►IIItIItILIL 1 1x11 tI►1►I 11611 11l9ORIGINAL. DC�UMENT I Z1I07 Ll 11 1111 till llllll ill III1111111111III11111111111Ii1I111III9ffLtIIIIIIStfi I �I � l I IIIIIIIIIIIIIIIIIIIIIlllW1.11 l IIJIII u L Ul �11111J11i��1� I I�I I I I I I1�1 w I . N. 50,0 - - ` T _ 1 40'-9" EX AN$10�� \ I t \ nUN.TA #, I �.jg ' ` w 11 V 1 0 °,r� �q ; 1 NEW L ca ?PIC_ V�o R-15.00 �� ' 41 1 ! PARKING I ; E.M. / ' MStaL a h1/ L=22 V - - ~ N LOT LIGHT 10' I1'LE. /` - . r - -w- -20.47 ' NEW SITE _p., GMC / RM)F. _ CB=.S 1 1 L CIRCULATION I - L2�T1r• � OLl4 LEY. kilt. FUTURE �- ( _� +0, , EXISTING �, � ' '20' p„ 1 f BUILDING `Y`a fxQdP C��!T' ' I ADDITION 'NEW C pR x05.38'54" ' ` W.K0 Am ----- ry _� � __�°_....-- L/ HE N CHf//plC� CONCRETE I L*-7 If, nlaY! !amu 1 �' _ „s.,.;s '-- `____ — `----�"-`� cn `' i � 0 I 588'16 08 f NEW CURBS WEST f[OA�ELEV I I S I/ Ci 10.00' SIDE OF LOT TO BE !V IOUI PUMP / " ' I I B .♦„ I AUDITIVE ALTERNATE ON MAC. AAO ---- FROM THIS POINT NORTH- ! S,M ` 6 EXPANSION\ I L ~ CONCRETE NEW + E�6YE RACK q �� N ION° °° (4)4C.V, F , 1 i I * L EXISTING W aT I Of NEW UR - r ASPHATfi II SIDEWALK 4 SPACES s~T EXISTING I 04 z c� _ _ J = W DWG A O Rl /.C.V.O EXISTING 7'-6 7 - SIDEWALK _c-1- - _ r _ _ J 1 Z 1---_ I sn c -a-- -._DWG A10 1" - g N ! W.V. i ASPHALT IN, ASPHAL _g Q7.�1, \ -____.� �, a Ar - Q f. MATCH LINE I/ — -DEMO EXIST• I HINT NEW - I-- w ° RELOCATE_ 0— __J + \ - - __--- MATCH LINE EXISTING \ I.P. \I CURB CURB ; -0 WIDE / G.c. i I -_ I w Fes- - 0- i ANN/NC EDESTRIAN `� XISTING ACCESSIBtf Exist 4 + !; 8 LIGHT /I\N, PLANTS c WIN COLUMV9 BOSSING + ARKINGV lxusw I \ FN (-) _ AfL11 EZEI q I AREA FOR / �r' E1rCL. L i W �- NEW 1.1 �� I STRIPE -8' -RESTRIPE ��- --- OFF-STREET / _ -- H.C. H.C. 6nr �- jcaMernunON cowc -- O •� ' PARKING PARKING \ \ LOADING / , s/aEwaLn L ! CURB Er CUrlm - --_a., `AS SHOWN AS SHOWN E G' E N 0 U p i ! - �H NNW m" - Mo. s;M. �. ,�` ` ✓ A R MH. - MANHOLE Q cv aD •I PAINT NEW /AREA OF WORK P e M = CATCH NA SIN o, 4'--0" WIDE REFER TO GVIL DRAWINGS FOR t EXISTING 0) PEDESTRIAN I' t IC's /.f = INVERT EL£VAT10N I ` PARKING LOT CROSSING/ THIS BOUNDARY NOT LIMITED TO P b 0 1 �� _ %b 5 C r WV = WATER VALVE ` e' NIDE anurr � 1' e' EA�"�^Ar of 7• ! EASI MCNr AS PER ES i PYAT OF 'MORN/ o - "0/ I 1 HILL r,.M. = 9AS MEtER = � !' I AOU NO. 7' I 1 I i yy�- G.V = GAS VAL V£ V � N ;A I 1 AREA OF ! I+ Q WORK W.M. = WATER A/ETF.R I� = N I - �- _ _ I ! J j - s I PAINT OUT I WORK OF e L.P, - LIGHT POLE d• s�H + ( _ _ O.L. = OVERHEAD LINES Z Z ! e M EXIST. PARKING ------ O O I ( (STRIPE BLACK \I/, I M.I.P. = METAL L/GNT POLE CA �`_"" I \\. _ I / e M ! i°�.—w.1-P '� ! ��-�ILLR �� // • I r PAINT OUT Z I �-90'00'08" I E. + E/[.P. 1\� EXIST. PARKING I 3 ICH © 1 S.S. = STREET S/GN Q Q cif I �pysrp R=27.00 L -_ _ - - - 7 w � i; \ STRIPE BLACK (2-11 `-Ply�a 1I WCR, = WHEELCHAIR RAMP l � 0 ! L=42.41 1 I ra s �. j LC=38.18 �' - _ _ _, _•J �m``� '� �';,. � N,8..R. = METAL 8/K£ RACK W � 0 + 1,c � ~•+Z � o. I w.vo C-L FC = CHAIN-LINK FENCE � � Z Q - s w CAI o 9 w "' `rte D 5�" l.R� c.v. F,H, = FIRE HYDRANT Z = F- ----- + B CN O r► RYSER -` - - - --- ?'PVC + 111Im, + _ - f RESER EX. SITE ` �I CO. - CLEANOUT r R E S Q Q r oV �� - �~=P -_ ^^- °_ ENTRANCE - w000 L.A. se8'16oe'E ?9686' 7P� y EX. SITE __ s I / G.L. = GROUNo uGHt w W 25'-�" T"`� ENTRANCE _ - F- 1-~B. i E_ �r s AIN° LE.=261.J /'•AE=?60.s � CAYC�EJF =FWALA' �. /.C.V, - /RR/GAT/ON CONTROL VAL V£ Cr ^ CEDAR z y C.it ? Oy °;MN __ -� - a►41VEwAr �wA/celvx \ co#cArlr `M 2�'-g' C E.A/. = EL£CTR/C METER Cr,? CHERRY Q W Q z -- C B J - - S/O7171LK O+P/VEWAY b - - Q M. MAPLE W Z W , .__ TOP OF CURB co l u A w = GUTTER T. = TREE Q W O I ,MncE=P19e� �EAs�r cu�Riv�cuArrf� wN --- c.� O � i o /.E.=21f 5 (o� /.E.=?'114 /.EWSI.5 II Z /NVERTS /.C.=?Ja9 A/N /,E.=?Sb a 5" W ` �e 1 O Q o BEN / SH o uH ` V e STREET -2194 G o iE� o h L � 0 K7 W.V. ! I� W.V. K _ _ Lu 'nr- --~ MINIMUM STANDARD - 5Ign lvo. UHZO-6B PARTIAL SITE PLAN Sign No. OR20-6D REVISIONS 1 P 11 11 02 DOUBLE - DISABLE PERSON ►2• 2 Al 1 �, N l SCALE. 1 20 0 �- 1'2 R I PARKING � PACE � - I 3 REFERENCE SHEET A10 FOR 12 (lg ) I '/2 4 _ NOTHERN PORTION OF SITE PLAN /2 R 5 j DATE 8/12/02 C ( / JOB NO. — PARKING WITH D.M.V. 3 11 VAN-ACCESSIBLE I" " ` 1 !! 2 II C ) DRAWN TD PARKING WITH D.U.V. 18, " ,T'' DISABLED PERmIT ONLY �6 VIOLATORS SU64ECT TO DISABLE' °ERMIT ONLY �4'__ sib' APPROVED SZ TOwiNG UNfER VIOLATORS "UBJECT TO CRS &1.620 040 PINE 5/fib UP TO .<?0 UNDER TOWING UNDER �_ 5 PARTIAL oRs eu.b1s ORS 811-620 AND FINE 1.' 3/an UP TO $470 UNDER I 21'-4° VAN.-ACCESSIBLE * OR20-6B * U '6B,D ORS 811.615 - - '16 - - SITE PLAN E (6) SPACE JL OR20-613,D -� f 2- BIKE ' A BI „RACK I SCALE: 1"=20'-0?' - I o _ ____-�- ' q 3 0' T y p, -' -� _ Painted — Sign BOCkgr"OUn d: Blue - _ f cn 00 N CTR LINE Stripes Sign Background: Blue NEW CONIC, OF BRIDGE WALKWAY ' Sign L egencl: white Sign L egend: white ! D i CONIC. - -- -_- BRIDGE 21 Typ" 17, 012-A10-Site.dwg 23'-1 1" 'g D 4, S L : A I K N The Disob/ed Person parking sign is used to designote o The VAN-ACCESSIBLE sign shall with only be used with sign OR20-68 parking spore for vPhic/es with a DMV permit as stated. to designate these parking spores that hvve on 8 foot a1'sle. GON _ `J'_ \ I This is the standard sign for use off the State Highway Sysfem. min. 91 g - - I G' DRAWING NO, E' NLARGED DTL PLAN ALL STRIPING AND PAVEMENT STENCIL WHITE \� A11 S(-,A[-F: 1 /8" = V-0" N BLUE BACKGROUND AND BLUE PAINTED CURB OPTIONAL OREGON STATE HIGHWA 'i DIVISION OREGON_ STATE HIGHWAY DIVISION Al I } 3 „ — ----._____.••-^--_`-- ._.—_..—,_ - -- - -- k3ellish till. 1,1•ii11 ttv I Either but not botf unproved B� O.T.C. DGte: ,� Approved By: O.T.C. Dote: 1/92 Publican kUl �kll, .4 i c on Dote: 1 x'92 ��I �� I _ .w..� ...r__ wx!cacr. :.a+�wIFu7,�, +po .. :. tiv CIFF3. d�iHFip�MB '. �. .. ,w r�,�rp .•.".5.��ry;rrawx _ _ ±:ntatcSAMB""�+pkat^¢use#�# he4.'4artrt;i�:y.�%f.M_iva�l�n�evnm►o*an' xir ,., AAAA .-- ...,,........w •.-„.,,..•......,, ..., . ;. .. .., _.-_ -.__, ..._ AAAA _,_._._....._... y ati ,.. AAAA,.,.......-..-...._.._T...... ._,..d, .. NOTICE: IF THE PRINT OR TYPE ON ANY I l l l l l f l l l l l l l l III 1 1 1 1 1 ( IliII I I I I I I I I I I I I I I I I I I I 1 1 1 1111 (1 I I III(11111 11 I I I 1 I I I 11111111 1111 I I I I ! I l i l l l l l I I I I 11111 !I I I I I l i l l i(I I I I I I I I I I I 111111 11111 III !1111111111 l I I I I I I l I ! I I I I ! `� ( U� IMAGE_ IS NOT AS CLEAR AS THIS NOTICE, 1 - _2 3 141 J 6 l - . 1 _ 1-- - L ! _ L - _. g _ - 9� - 1I-- 11 I TIS DUE TO THE QUALITY OF THE ”°'e ORIGINAL DOCUMENT � --- b 61 8Z 1-7 9Z 9Z b�Z uZ L i7, U� T#631 181 LC 8t 4i 6l £�I tiT TlT I i (3 18 f1- 9 111111 IIIIII!11111I111111III!IIIIIIIIIIIIII!Ill�llll�llll�llll�llll�llll�llll�llll�llll�lllllllll�llllllll[1I11�IIII�IIIIIIIII�IiIIILIII�l1UW1111111.�lllll��ll�.1ll111�� [luu[llllllll.�ll�lllllli1�111 , I� 11 I 1111, 1111111111111111 II I I Illl!I► 1 ,1! I k. d i FUTURE PHASES 2 -- 4 ■ PHASE 1 T� N FOC FOC■ V 1 0 ' N Q1 7' 6p' J'- 1 /2" ■ 89'-g 1121, P�IATERIAI_`� SCHEDU!E SSTORAGE N TORR-- - --..- _ - -- -- N L"� 005 '�--_ ■ ROOM NAME ;!5Q E--0 -,--- ■ 7 -2 0t �- TOOT-- ----`� --. ■ Q 1st N0.-FLOOR/BASE ROOM NUMBER ---► � l tTORAGE TOOT 1 A 1 2nd N0.-WALLS/FINISH V 002 - CEILING HEIGHT 8 0 3rd N0.-CEILING/FINISH 0 5C5 02 03 O ----- - - - Foc FLOOR/BASE --- --- WALLS/FINISH `- _CEILING/FINISH - - CA v DS ■ o 1 1 CARPET / RUBBER A GYP. BD. / SATIN _ 1 GYP. BD. V1 0 B OCCUPANCY' B OCCUPANCY I -�-¢ FOC � 2 CARPET / WOOD - B GYP. BD. / SGE 2 GYP. BD. SGE _ � � � CLAS�RM. CLASSRM. ■ --- - - - .rr.� 003 004 -.- w 3 SHEET VINYL/RUBBER C P. LAM & GYP. BD, / SCE 3 GYP. BD./ SATIN / S.A.T.03 " 1 C 5 _=- HALL - 1 C 5 06/ ■ I- --- ---- - - F� cn a 8'_0 04 005 5 e -o I ■ �, �r `t 4 CONCRETE/NG BASE 4 S,A.T. - -- - - -- - - - 105 BD (r __6 - - -- -- I ■ 00 / `, 5 PARTICLE SUBFI-OOR NO BASE ____ 5 z w A , I H z D A50 FOLDING 07 - FOLDING _ I \ I W_ALLO-- WALL 08 ■ � N LI _ COR LODE LIST -- - TOOT-- FOC COURTYARD � (Dll� �rINFILL INFILL p ■ o -__ _________- 1. DOOR TYPES: 4. FACING & FINISH: D DOOR, WINDOM' REFER TO -- - _ BD _ _ _ _�_ BD -- -__ -�- -FOC DWG A32 i _ �__ __ --1 EX = EXISTING = I MP = METAL PAINTED .J o LASSR ! 09 ,� CSA SRM JR T-� ■ -- TOOT- --- Foc �c� V = VINI'L�ACKABLE , �_---�- , O O _��. - I I N Q N 006 �_� 007 009 1 ■ � I I _ �-- WP = WOOD/PAINTED 1 c5 1 C5 3C2 ■ �� 63 -6� ; c 12'-8" Floc I 19'-0" N �� WSV = WOOD/STAIN/VARNISH B OCCUOPANCY MECH. B OCCUPANCY 7 _6 `� -ice -, --- ______._ ---1 _� `- o,o I _-- I I -i Fac co -- 5, GLASS / I „r r, , n rr I r, I » r rr r , I r -� - �� A31 11 I ■ ; 0'-3 I 13'-- 3 17'-0 6#-801 -0 �t _ I - INSULATED -- �7,- BD _ I ■ _ _ -__ -- ---t - -- - I A B C D E T = TEMPERED = W STORAGE INFILL '� I 12 ; i I i 2. ALL DOORS 1-3/4" THICK, U.N.O. W = WIRE GLASS V N 005 ti DOOR \ I I Cc \._ 3. DOOR CONSTRUCTION 5C5 D I - = 9 ■ a - I I b. FRAME: = rn 7 -2 _ _ __ _=_� " ■� fps 4'-E 1 /2" 8 _g" -�_,�1 - - - - _- -_ -- _ ._____N Foc HC = HOLLOW CORE WOOD M EXIST. MTL/PAINT AS REO. S z EXIST. MARKER/TACK P Bp I, - '� FOC �, - I I r MP - METAL/PAINT V Z o BDS TO BE REMOVED, , 15 r I I HM = HOLLOW METAL I 4 --8 -7 MF = MTL/FACTORY FINISH O 0 STORED, REINSTALLED, II a I I SC = SOLID CORE WOOD -- LLJ LOCATION PER OWNER I I I U_ - -- - DSI - A WP = WOOD/PAINT Z F-` x TYPICAL. - i I Ll bF ITS INFILL DS - 24 '� - - 2$ - 32 )S TOOT- -- u, -FOC - ST = FOLDING PANEL _- ` sZ s1 0 _ � Lo HALL ---r'-'-"' C DO RS AND FRAME LP,BLES TO INCLUDE 'S' LETTER ON LABEL PER SECTION 1004.3.4.3.2.1) u o �-FURR EX. /„- , i 0 E-3 OCCUPANCY 1 / 30 E-3 0CCUPAN Y BOC ,UPANC DOOR SCHEDULE w Q �' B / .B' C I C A RM. �A1 - \ StLASSRM. C OFFICE C E.E UIP_ -- ► -7�� - _ 'r� i COLUMN -� _ , 3 7 I n G � 016 2% Q 021 022 '024 cv ,� � JLG1 L _ S= 29 1A4 1A1 f 4A1 v � v t- � TO z % r- TOI T � "!" g -0' i �, i 1 ' � 34 \ 9 _0 r 12"-G"' 025 � ___ � � z 1. EXIT RIM DEVICE 8. MAGNETIC H.O. C� _J � �;• O1 A3 OCCUPANCY' B OCCUPANCY o I 1 0 Ago r --- 4A1 ,n c� J z 2. SMOKE GASKETING 9. KICK PLATE I= v? 5C5 .� 16 COMMONS r-'` CLA-�� I I A70 -L STORAGE 2 I 9 -o I i Y z o QD 3. CLOSER 10. COORDINATOR `O 0,5 u� �� r T. 027 I I c0 cr w Ln v z ''-' w W D " 0 012 i 1A4 2 --- 018 C 4A1 I I Q Ln �- Z 1C4 �3, - 3C2 1 A21 I o o 4. HINGES 11. DOOR BOTTOM - 8 -o T 1 D o STOR. I z c� �, �, < 3 5. FLOOR STOP 12. LOCKSET d Q z 9 -Q I 028 I Of x V) Z cn m o W w S- OR D CONC 36 I o o w w U z v ¢ ¢ w � 6, WALL STOP 13. LEVER HDWRE W Ov 1 I _ 26 019 6 31 I -Al-A1 L_ c� o o N o �r � cY Q a Z O FURR EX. O O i = 7. OVERHEAD STOP C,1 I . , I� I 1 Al a7° I o o t/� r U w C) w L_ = Q tO / COL i 21 C 23 I� C 1 - Q 33 STAIR I C I 38 I _� _.- _- L WQLt 023 F.F. EL�V - - E 1 3 4 HM EX - M 20 EXISTING _ z Ic ~ V) --� 0 OFF I N D i 01 EX. 3' 0" X 7' 0" / " (EXISTING) 120 1 Al I 249.19' I �� Q KITCHEN UP ■I 22 ; - 1 CPT WALKOFF MAT CPT HALL CPT MAT VARIES 1 1 I 02 EX. 3'-0" X 7'-0" E 1 3/4 I HM EX - M 20 (EXISTING) ►- p ' 013 ■ 020 I 5C5 i I _ I 2 1A3 F.F. ELEV I I 03 EX. 3'-0" X 7'-0" E 1 3/4" HM EX - M - (EXISTING 1,3) 0 ►� 8 -0 NEW I i o0 L" nn I 9 -0 252.19' - IU $ i n r, 1 Orr Q HI/LO D.F. ■ _ _.._____�.L I 04 3 0 X 7 o C 3f .,C WSV T M 20 2, 3, 4, 12, 13 _ _ FOC 05 3'-0" X 7'-0" C 1 3/4" SC WSV T M DS 25 DS 35 -- .. REVISIONS FOC o - '� H.B. i I I STAIR ACCESSDOOR - 06 3'-6" X 7'-0" B 1 3/4" HM MP T/I Mp - 1, 2, 3, 4, 12 1 09/12/02 STAIR - N �' " I I I lAl ® 24" A.F.F. �n z - - - --- 0-�--14 I I VARIES I 07 24'-0" X B'-O" VERIFY - 3" ST V - _ - FOLDING ACOUSTICAL WALL 4 11/11 02 �, 105 B L - C t _____ �____ "2 FOC 54 08 24'_0" X 8'-0" VERIFY - 3" ST V - - - FOLDING ACOUST{CAL WALL 3 03/17/03 VA 19 ' 46 A50 3 1 1 it5 - 114� �3D09 3'-0" X 7'-0" C 1 3/4" SC WSV T M 20 2, 3, 4, 12, 13 4 ■ -Q" 12'-0" 14'-0 14'-O" 12'-0' 12' 1 " 25"-4" DATE _-08/12/02 A50 10 3'-0" X 7'-O" C 1 3/4" SC WSV T M 20 2 3 4 12 13 WORK THIS SIDE OF LINE ff __ - 11 3'-6" X 7'-0" B 1 3/4" HM MP T/I Mp - 1, 2, 3, 4, 12 NOT IN THIS CONTRACT. 63 -6 ' 12 _g 1 q -O _ - roe No. C C 12 3'-0" X 7'-0" A 1 3/4" SC WP MF 3, 4, 6, 12, 13 - - Y 13 EX. 3'-0" X 7'-•O" E 1 3/4" SC EX - M 20 (EXISTING) DRAWN TD EXISTING ■ ADDITION FOC FOC - APPROVED SZ BUILDING 95'-2" 14 PR. 3'-0" X 7'-0" A 1 3/4" SC WP MF 20 4, 12, 13 _- __.-____--_ _�__ 15 3'_0" X 7'-0" A 1 3/4 SC WP - MF 20 2, 3, 4, 12 13 LOWER FLOOR FUTURE PHASES 2-- 4■ PHASE 1 -'� 16 EX. 3'-0" X 7'-0" E '1 3/4" HC EX - M - (EXISTING) P�� LOWER FLOOR PLAN ALL WALL PENETRATIONS TO HAVE SAME RATING AS WALL. `�- 17 EX. 3'-0" X 7'-0" E 1 3/4" HC EX M - EXISTING i A20 z -- SCALE: 1 /8" = 1 '-0'r 18 EX. 3' -0" X 7'-0" E 1 3/4" i-IC EX M 20 (EXIS f1NG 1) ELEVATOR NOT IN THIS PROJECT. 19 EX. 3'-0" X 7'-0" E 1 3/4" HM MP T MP - (E--NO LATCH, 'DEADBOLT TOP/BOTTOM) LEGEND BUILDING OCCUPANCY FIRE MARSHAL TO DETERMINE LOCATION OF FIRE EXTINGUISHERS. 20 EX.33'-0" X 7'-0" F- 1 3/4" SC EX - M 20 (EXISTING) SCALE: 1/8" = 1'-0" - - -- CONTRACTOR TO PROVIDE ONE FIRE EXTINGUISHER RATED AT NOT LESS THAN 2A10B: C 2{ 3'-0" x 7'-0" A 1 3/4" SC WSV - MF - 2, 3, 4, S, 12, 13 - _ EXISTING WALL TO BE REMOVED CLASSROOMS 003, 00 006, 007 ACCESSIBLE LOCATION AND IN PLAIN VIEW FOR EVERY 3000 SQ. FT. OF FLOOR AREA, 22 PR. 3'-0" X 7'-0" A 1 3/4"' SC WSV - MF 1, 2, 3, 4, 8, 10 - -_ B OCCUPANCY MAX. TRAVEL DISTANCE TO EACH EXTINGUISHER SHALL NOT EXCEED OF 75' '-0" x 7'-0" c 1 3 4" WSV T MF 20 - - EXISTING WALL USE LIMITED TO SUNDAY SCHOOL MEASURE ALONG PATH Of TRAVEL. 23 3 / SC 1, , . , 12, 13 NEW 1 HR WALL LESS THAN 4 HOURS IN ANY DAY 24 3'-6" x 7'-0" B 1 3/4" HM MP T/I Mp - 1, 2, 3, 4, 12 ® AND 12_ HOURS PER WEEK. �--'� 3 25 PR. 3'-6" X 7'-0" D 1 3/4" HM MP T/I MP - 1, 2, 3, 4, 10, 12 L NO DAYCARE ALLOWED. n r ,r -- _ OR -A20 , 26 3 -0 X 7 -0 A 1 3/4 SC WP - MF 2, 4, 12, 13 REFER TO SHEET A54 FOR WINDO'A' SCHEDULE ° __ �- " " 27 3 0 X 7 -0 C 1 3/4 SC ,NCV T MF 20 1 2 4 6 12 �� '� WALL TYPES WALL TYPE DETAILS A-D COMMONS 012 _-- ___- _� _ _____-_ �___-_______-____ N -� _ �� _ ��,�► 1Q0� TOOT - A-3 OCCUPANCY _ a `r'' z - 4, 12 1. WINDOW TYPE VOID w w 4J z I w w 2� 3 - b X 7 -0 B 1 3/4 M MF T/I MP -_ 1, 2, 3, - SV• 'I - 13 S. 'LJ AIK I A - LOW WALL - - - - _- r.' LL 29 3'-0" X 7'-0" A 1 3/4"I SC WP MF 20 2, 4, 6, 12. ® CLASSROOMS 016. 011 n _ � a� z -- --- -- - - 11 - B -- r _t NOT U6E I - F.- �� 0 30 / SC WSV T MF 2O 1, 2, 4, 6, 12 D E-3 OCCUPANCY I ~ "' `" 3'-0" x 7'-0" C 1 3 4" - - C -- 1 --HR, ACOUSTICAL WALL USE: DAY-CARE �_J _ J �-_� __�. E n z = 3 w w z o " ;, - PORTLA OREGON _ _ m x r a a a w 31 30-009 X 7 -0 A 1 3/4 Sc WP MF 2, 4, 12, 13 Co Z r� Q' _1 z rr r, rr -- TOOT -- D - 1 -HR. WALL A B C D E F G z 3 LL LL o 3 32 3'-6 X 7 --0 B 1 3/4 I HM MP T/I MP - 1, 2, 3, 4, 12 CLASSROOM 015 _. ---_ ------____---___-- _-_ __ - --_ - -_ ' OF WALL PENETRATIONS B OCCUPANCY 2. WINDOW STYLE- 4, FRAME FINISH 6. WINDOW COVERING A 4'-0" X 4'-0" HS V F I M 33 3'-0" X 7'-0" C 1 3/4" Sc WSv T MF 20 2, 3, 4, 6, 12, 13 SCHOOL „ - - „ r, -'-` -- n - DRAWING N0. -- --- - - USE LIMITED 'TO SUNDAY SCHOOL FX = FIXED F = FACTORY M = MINI-BLIND B 4'-0 X 4'-0' F V F I M 34 3'-0 X 7'-0 c 1 3/4 SC WSV T MF - 2, 4, 6, 12, 13 _ WALLS OF 1 -HR. CONSTRUCTION: LESS THAN 4 HOURS IN ANY DAY HS = HORIZONTAL SLIDER FINISH - 7'- --- - - C 4'-0" X 4'-0" HS V F I M 35 PR. 3'-6" X 0" D 1 3/4" HM MP T/I MP - 1, 2, 3, 4, 10, 12 OPENINGS - 20 MIN, RATING. AND 12 HOURS PER WEEK. WITH SCREEN _ - - - - - ---- PENETRATIONS - 1 HR. F OR T RATING. VS = VERTICAL SLIDER GLAZIfJG NEXT TO ENTRY D 6'--0" X 6'-0" F V F I M 36 3'-0" X 7'--0" A 1 3/4" SC WP - MF 20 2, 3, 4, 12, 13 5. GLAZING TYPE DOORS TO BE TEMPERED, - �0 2, 3, 4, 12, 13 - OFFICE 022 WITH SCREEN I - INSULATED/TINTED/LOW E 3 E 2'-o" X 7'-0" _ F^ v F I M- 37 3'-0" x 7'-0 A 1 3/4" Sc wP - MF 2 - _- - - �� B OCCUPANCY" 20 I FRAME MATERIAL - � T = TEMPERED F V i• I -M 3'-0" X 7'-0" A 1 3 4" WP - - MF 20 - 12, 13 ". -_ 6UP2002-00426 V = VINYL _ 4 -6' X 4 -6" VS _ :8 / SC 2, 3, 4, 5, �. G 2'-0" X 4'-0" F V F I - 38C] 2'- 6" X 2'-6" A 1 3%4" SC MP - MF ?_0 2, 4, 12, 13 5 o 54 p >9rrw.,..,.Wr..._ .,M,wM.i ' 'q,...a w s .. ... ........:.... __.. :... rAliYrH Y h1Y„1 ,.. *sLwfua +S,R a .e .._ .,. ,.,.. .. ._. +,_ ,.. -.. ...._.. ..._:.�-.,. .. .-..-.,.., rdi - .... _-. ".T. WG�. YG".>r ,..nl,,:..._:'." ... : . rwne.•w«Y'.rw.on,ru.,w NOTICE: IF THE PRINT OR TYPE ON ANY r l 'I ( r IIIIIII I I III VIII I IIIIIII III III IIIIIII I l i f t l l l l l l l l l l VIII I I I I I I I( III III IIIIIII 'I (III I IIIIIII I i l I I l I IIIIIII VIII I f I I I l l l I I I I I I f I I I l l l IIIIIII III III I I I I I I / �C SOD IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I 3 I 14 ITIS DUE TO THE QUALITY OF THE No,36 - - - - -- _- - ---_ - _ - _ A ORIGINAL DOCUMENT �; 61Z 8 Z GZ 8Z 9 u 6rZ EZZ [ Z o Z e t8IIG eIQ t6 l7� 4 I(I IIIIIIIII►IIIIII►►III►III►►►►IIIIII►III ►IIII►►I► IIIIf►IIIIIIIIIIIIIIIII�II►I�IIIII►IIIIIIII►III�II�IIIIIIIIII►I►II► IIIIIIIIIIIIIIlllllll111111►IILlllllllllll II ►. l Ill 1111�111WllIII� II� ►I II�IIIIIIIII�II IIIIII.IIIIII ►► II II W Till ll 1 1J111111 ►� I,I Ir�l�l FUTURE cli 00 PHASES 2 -- 4 0 PHASE 1 Lr) N Q' I STOR. cv " h' 100 - N N -- o WORK rn FOB 1 �,,- 5 1 /,2„ 39 --- �_ �--� 16'-5 1 /2" FOB 1 89'-8 1 /2" Fos V flc --- ----- - - --- z 00 LD B % - 40 INFILL DOOR - - - ------ - ---- - -- ---- - -_ --_ - --- FOB c DS . I SANCTUARY iL 2At IG • VARIES % _ I A3 OCCUPANCY -- o N Y � LIATERI �, LS SCHEDULE, lel o / - - �...� Z C =T L1J ROOM NAME N I - CL ROOM NUMBER 1st N0.-FLOOR/BASE LI ITS LIMITS I I ---� 1A 2nd NO.-WALLS/FINISH cn OF NEW F N ' U r u� o EW � �, CEILING HEIGHT -0- 18 --Q" - 3rd N0.-CEILING/FINISH v A FRAMING FRAMING I 4 I _ _ __---- __-- ------- M-+ ; Li a) Q A53 _ oo FLOOR/BASE WALLS/FINISH CEILING/FINISH = z __---- _- -- -- - -- -- 03 CARPET / RUBBER A GYP. BD. / SATIN 1 GYP. BD. Z SATIN ()f 2 CARPET / WOOD B GYP, BD. / SGE -- 2 GYP. BD. SGE - �.. BRIDGE 3 SHEET V, NYL -RUBBER C - _ 3 GYP, BD./ SATIN/S.A.T. /t'>' / ao 58'-0 1 /2" <I Q 4 CONCRETE NO BASE' _ 4 S.A.T. - - ----- - -- - 5 PARTICLE SUBFLOOR NO BASE 5 3'- 5 31/4„ „ 3'-. 5 1 4" , kN � N 17'- 1 � 12 -O' 12'-0" I �'- 7„ 6,-0„ I8,_2„ 6,-8„ � --- V � N - - --- ----- -- -- -_ �_ I Q cy) lop - I Qc) D'J O R L U D E LIST DO RS AND FRAME LABI TO INCLUDE 'S' LETTER ON LABEL PER SECTION 1004,3.4.3.2.1 = C I - -- -- -_ I --- -- - FOB - - - DS -�-_ -� - �e+ O - = Z B -- -- FOB I LINE OF I I _ ._ ----- ---- V Z �, - - - - - -- - - BLOCK I I 3 Icv w �_ 8 - 7' 7'--b � I � BELOW -� II � - �I � 1. DOOR TYPES: 4, FACING & FINISH: Z 41 EN TRS', 42 / I _ - _ _ A3 OCCUPANCY / / - - --- - I 56 i HB 1 I--- EX = EXISTING 10) NARTHEX , LIMITS - - _ 0 - I -- -Fos 5c:� OF INFILL i _ MP = METAL PAINTED W 103- nr I 0' - - - - B _ _Cl PANG -- 2A1 ' / �� 49 - - - - - - - - - - I ___-- ENTRY (-- ,.�� V - VIN YL�ACKABLE = N_ QR C VARIES IO B oc ANCY I OFFICE 113 D MECH. �� WP = WOOD/PAINTED F"- Z ` Fos - - - - -- I M �' D 1A4 2A1 WALK 115 58, I WSV = WOOb STAIN VARNISH z -- , B' C toe I �-� y -o OFr_ �5B�2 'ST / / o 1 '� P171 IC B OCCUPANCY I 2A3 I 2 9 -0 D AT 12'-0" �1 �' F 'J FURR EX. OCCUPANCY CONF. I 9 -0' I 2 55 57 �"i _ _ _ _ I -v I - �- 5. GLASS a Q V) WOMEN. ' COLUMN FOLDING `� 5A1 CLQ 104 �43 1 1 OFFICE 107 1 A70 -- �� o I = INSULATED w W p = (T - WALL 1 B OCCUPANCY CPT 9 _0 A B C D E T, � 3B2 3 I II 106 2A3 52 54 RECEP. ) I 1 I I 1 „ T = TEMPERED F- � Z _ 1 / IJ 8 I NEW 2A3 9 -0 I'*' C B oc;CUPANCY 112 / 1 1 I ;AN I co 2. ALL DOORS 1-3/4 THICK, U.N.O. W = WIRE GLASS Q W Q w i I I --FURR EX. 9 -0 WK.RM. �A�1 1 ♦ 4 8 HI/LOW 111 / I 110 i ♦ 1 5A1 I p W Z m D.F.- COLUMN - I 1 A4 9 -0 ♦ / i♦� A'1 1 l59 1 Fos 3. DOORCONSTRUCTION5. FRAME: T z 0 p I 1 HC - HOLLOW CORE WOOD M EXIST. MTL/PAIN i AS REQ. Q W -- 3 I 1i DN , II 47 C C I D 9 -o .-� ♦♦ s I - HM = HOLLOW METAL MP = METAL/PAINT I-- vi �(4 L 50 510 S3 If F.F. ELEV I MF = MTL/FACTORY' FINISH o �� ■1 ♦ A3e I DN STAIR I: SC = SOLID CORE WOOD '� -MODIFY/RELOCATE ---- �� 259.65 �- HBI v r. I I COUNTER W SINK 4e �.� ,� I 117 1 u, ST = STL. PANEL WP = WOOD/PAINT o / 1 REL CATS EX. HALL1, Gl et NEW 5 i I s MAIL BOXES 209 3 262.65E I 4 VARIES I I - 0 O W M - - A3, I 1 oD & 2 Ago A�� ._ _ _ _ _ _ _ _ _ _ _ 99,::oo A83 D i ~ DOOR SCHEDULE SHELF 1 ( - WAIT N-� REVISIONS 362 r/45 - / - - FOS I w FOS 8 -0' �- _ I 114 I- - - - - - - - - - FOC - - - _ _ _ _ _ � - B �� - - - - - - - C I HT1 I ►� v 1 MOVE - 09/12 02 �- INFILL WINDOW -0 _ - I-'-' 1. EXIT RIM DEVICE 8. MAGNETIC H.0 2 11/11/02 CNTR C> j to s IY A 0 2 I _ I c.� � - _; 5 A 50 z a +SINK I7 - - _ I 2. SMOKE GASKETING 9. KICK PLATE 3 19 46 cv A81 - _ - _ - - - z o Z 03/17 '03 FOB z �- 0 3. CLOSER 10. COORDINATOR 4 v' �_ ¢ 4. HINGES 11, DOOR BOTTOM lo,-G„ 20,-0" 11 '-q" A54 D rl w Q z 5 ,.� Y 1 Z N � O 5. FLOOR STOP 12. LOCKSET - A50 O O w �' v z c� a a w o 6. WALL STOP 13. LEVER HDWRE DATE 08/12/02 WORK THIS SIDE OF LINE 63'-6" 12'_g" 19,_�I„ �, a o v� a 0 7. OVERHEAD STOP _ JOB NO. NOT IN THIS CONTRACT. -)e-- - -- -----------�- --- -- - --- � 39 Ex. 2'-8" x 7'-O" E 1 3/4" SC Ex M (EXISTING) DRAWN TD ADDITION FOB FOB ) _ ■ � 40 3'-5" X 7'-0" A 1 3/4" HM MP - MP 20 1, 2, 3, 4, 12 APPROVED - EXISTING BUILDING 3 05 - - - SZ 41 EX. PR. 3'-0" X 7'-0" E 1 3/4" SC EX T/I M 20 (EXISTING 1, 2, 3) FOS FOC---- - -- FUTURE PHASES 2 -- 4 PHASE 1 FOS _ _ FOC ' 42_ EX. PR. 3'-0" X 7'-0" E 1 3/4" SC EX T/I M 20 EXISTING ,, 2, 3> MAIN FLOOR MAIN F [_ 00R PLAN - ( _ \✓� 13 EX. 3'-0" X 7'-0" E 1 3/4" SC EX - M -- (EXISTING) _ P'�N A21 SCALE: 1 /8" = 1 '-0" ALL WALL PENETRATIONS TO HAVE SAME RATING AS WALL. �� 43a EX. 3'-0" X 7'-0" E 1 3/4" SC EX - M _- _ - (EXISTING) 44 EX. 2'--10" X 7'-0" E 1 3/4" 5C EX __ M 20 (EXISTING) LEGEND -i --- -- BUILDING OCCUPANCY ELEVATOR NOT IN THIS PROJECT. 45 Ex 2'-10" x 7'-0" E 1 3/4" sc EX - M 20 ExlsrlrlG n (EXISTING) -_ SCALE: 1/8" = 1'-0" EXISTING WALL TO BE REMOVED SANCTUARY 101 &. NARTHEX 103 FIRE MARSHAL TO DETERMINE LOCATION OF FIRE EXTINGUISHERS. 46 EX. 3'-0" x 7'-0" E 1 3/4" SC EX T/I M - (EXISTING 1, 2, 3) A-3 OCCUPANCY CONTRACTOR TO PROVIDE ONE FIRE EXTINGUISHER RATE AT NOT LESS THAN 2.A10B: C 47 3'-0" x 7'-O" A 1 3/4" SC WSV - MF - 2, 3, 4, 6, 12, 13 - _- EXISTING WALL ( ACCESSIBLE LOCATION AND IN PLAIN VIEW FOR EVERY 3000 SQ. FT. OF FLOOR AREA. PR .' NEW WALL_ OFFICE 106, 111 , CONE 107, MIG 108, MAX. TRAVEL DISTANCE TO EACH EXTINGUISHER SHALL NOT EXCEED OF 75' 48 R. 3 o x 7 0 A 1 3 4 SC WSV MF 1, 2, 3, 4, 8, 10 WK RM 110, RECEPTION 112, WAIT 114 MEASURED ALONG PATH OF TRAVEL. 49 3'-0" x 7'-0" A 1 3/4" SC WSV - MF 20 2, 4, 6, 12, 13 L B OCCUPANCY �� - „ -- - ----__--- \� �� 3 „•) 3P-000 X 71-0'0 A 1 3/4 SC WSV MF 20 2, 3, 4, 6, 12, 13 NEW LOW WALL \��- 51 3'-0" X 7'-0" _ A 1 3/_" SC WSV - MF 20 2, 3, 4, 6, 12, 13 _ OR-A21 MFP.dwg WALL TYPES REFER TO SHEET A54 FO�� V��INDO�� SCHEDULE �' 52 27'-7" X 7'-0" - 3" ST v - - - FOLDING ACOUSTICAL WALL WALL TYPE DETAILS A-D --------_-------------- - _ ____.__ _ ___ . ____ -- -_--__--- -___.-- -� � � " 6, 12, 13 �r -- - - - - - 1 . WINDOW TYPE - __j 53 3 -0„ X 7r-0„ A 1 3/4SC WSV - MF 20 2, 3, 4, a SC WSV - MF 20 2, 3, 4, 12, 13 S I I A - L O W WALL __- _s _ - - w w `'� � w w 54 3'-Opp x 7 -o A 1 3/4" .� B - 2 U 1 A I A I 1 h1o',r VSEp --- - -- --- --- _ ---- N ' >_ O ` , , „ „ - - - --- , LL�J , i _ - - J cn < z ^ v ,�5 3'-0 ' X 7 -O A 1 /4 SC WSV MF 20 2, 3, 4, 6, 12. 13 -- U _ K C - 1 -HR. ACOUSTICAL WALL_ - L. L+ l o � T o w w Z C) 56 PR. 3'-6" X 7'-0" D 1 3/4" SC WSV - MP 20 1, 2, 3, 4, 10, 12 PORTLAND, )ON D - 1 --HR. WALL - - -_ .-. rt = _ - -- © X c� a Q „ - - A B C D E F G 3 � of � 57 PR. 3 "6 ' X 7 "0 _ D 1 3/�' SC 'NSV - - MP 20 1, 2, 3, 4, 10, 12 _ a W A I__L_ PENETRATIONS _ - , ---- - � --- -- 58 3'-G X 7'- A 1 3/4 SC WP - MF 20 2, 3, 4, 12, 13 9r� � 2. WINDOW STYLE 4. FRAME FINISH 6. WINDOW COVERING A 4'-0" X 4'-0--"' HS ti F I M - - -_ _ O d FX = FIXED F == FACTORY M = MINI-BLIND B 4'-0" X 4'-0" F V F I M 59 3'-O" X 7'-O" A 1 3/4" SC WP - MF 20 2, 3, 4, 6, 12, 13 DRAWING NO. WALLS OF 1 - HR. CONSTRUCTION: HS - HORIZONTAL SLIDER FINISH - OPENINGS - 20 MIN, RATING. WITH SCREEN C 4'-0" x 4'-0" HS V F I M PENETRA I IONS - 1 HR, FOR T RATING. VS -- VERTICAL SLIDER GLAZING NEXT TO ENTRY 1 D 6'-0" X 6'-0" F V F I M WITH SCREEN 5• GLAZING TYPE DOORS TO BE TEMPERED. -- - - I = INSULATED/TINTED/LOW E. `'� 3 E 2'-0" X_7_'_-0" F V F I M ----- 3. FRAME MATERIAL T - TEMPERED F '_ T - -- ---- - - -- -- � l3enish Str 13401 A2 V _ VINYL - 4 6' X 4'-6 VS V F I M G 2'-0" X 4'-0" F V F I I eaoupzoo5aoa2e <L ♦.,.., N .tjJtM1 Vh7''FrJ'}"E�9'W , .vm. ':...wl1�rU,...tka , .. ., y�, p. NOTICE: IF THE PRINT OR TYPE ON ANY I f 1 1 1 1 III III III III III 1 1 III III III IIIIIII III I I I f I I I III III III I I III III III III III III III f l III III III III III I I I I I I I I III III IIIIIII III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, l 'it-I I1_._ I I 3.L _ I I-4I. . I I- I- L I I1 I---I - I1 L---I_I_gl. -I - I- L1 _ I- IDI 11 I 1� Val, 7Ze, ITIS DUE TO THE (QUALITY OF THE No 36 ORIGINAL DOCUMENT (�S �Z B Z L Z s� s a 6�7, I f�Z z�z [lZ oIZ 8 I e�[ L�i 9�i 9�t Ell E�L ZIi I iniw � III► IIII III► ►III IIIIILiIIII�II IIII IIII IIII►IIIIIIIII IIII IIII IIII IIII IIII IIII►III IIII�IIII IIII IIIIIIIII III, IIII III► IIII�1111 IIII IIII IIII III► IIII IIII IIII►III Ill 'm ►►1111111 IIIIIIIII IIII�IIII�Llllllill� 11.11111ll111 1 ll � 11111J�111.�ILI IIIIINII t 04 00 N O) r I v N I M O N r UTURE � a, � PHASES 2- 4' PHASE 1 con6 SANCTUARY SANCTUARY La EXPANSION _ EXPANSION Ca [:EEXISTING ROOF � r 0 NO WORK z Z I N V � i I = z U o I ® Na0 Q I I I I I , I I I I , = W0-4 N 4: 12 4. 12 I ! = CLz SLOPE SLOPE I V O 0 Z F— X Q Q 0 UJ 0 EXISTING , O 3.25: 12 I U I SLOPE I I ATTIC DRAFT-STOP 0 CONTRACTOR TO LOCATE f" c/7 I I ' EACH AREA NOT MORE THAT �- -1 F- -1 � UJ Q I. J L I �- - - _1 3000 S.F. & 60' MAX LENGTH. �_ J L J ! J Z V Q W Q z 4: 12 4: 12 I1J EXISTING I f— - - - - - - - - -1 SLOPE SLOPE W m EXISTING ROOF EXISTING ROOF ROOF - — --� --- ---- D Z NO WORK NO WORK VERIFY L - - - - - - - - - ! - - -. - - - - - - - - - - - - - - - -- -_ _ - -� z W d 3 CONNECTION ] I RIDGE 0 Q r I VENT (.) QW o ALIGN ROOF 1 ,/ MATCH EXISTING45 HEIGHT & SLOPE , I , _ 3.25: 12 SLOPE I Q W/ EXISTING ROOF I /- 0 CONT. RIDGE 1 ! - - �— VENT I -SLOPE 3.25:12 I REVISIONS ---- --�_ _._ ..- -- --- - -- -�--- -_ _ SLOPE 1 9/12/02 MATCH 1 EXIST. ' 11 , 3.25:12 + 2 03 17 03 13.25: 12 MATCH EXISTING I I 3 1 SLOPE , I 3.25: 12 SLOPE I �> �- ALIGN ROOF 4 1 I� HEIGHT & SLOPE W/ EXISTING ROOF RIDGE ` Y 5 VENT DATE 8/12/02 JOB NO. ,_- - __ __ - - - - - - - - - -- DRAWN TD t- - - - - - - - -� r - - - - - - - - - - __ `--- _ I - 4: 12 4: 12 I APPROVED SZ SLOPE S OPE L -- - — _ J ROOF PLAN T. R M EXP. EXISTING BUILDING ADDITION 1 SCALE: 1/8" = 1'-0" FUTURE PHASES 2 - 4 I PHASE 1 ROOF PLAN A22 SCALE: 1 /890 = 1 '-0" z OR-A22-Roof.dwy Ul_ AIK 'C6 PORTLAN .EGON DRAWING NO. 22 Benish Str. 13401 BUP2002-00425 7 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY I f l l l f I ( I I I I I III ( I I I I I I I I� I I I I I I I I I I I I I (I I I I I I I I I f l 11 III I I I I I I I I I I IIIIIIIIIIIIIII I l l l l l l i l l l l l I IIIIIII(IIIIIII IIII 11 1 IIII 1 I I IIIIIIIIIIIIIII III III IIIIIII III III VII I I /' �L� I UD L� IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE No 3C ORIGINAL DOCUMENT �►III,�,IIII IIlIIIII IIII�IIIII .IIIIIIII 1IZ IIIII ► SIIt IIII � I �IIIIfiIII IIIZIIIIIIII IIIII . je CV co 2 COMP SHINGLES, g � FOC `OC 1 -1 /2 1 -1 /4" Sim BLDG FELT, 5/�3" -�-�, �`' 1 6'-8 3/4" 8 G 4'-G _ ____-_ A81 PLYWD SHTHG 12 2 �„� t CN -- - -- ----- - —- O f 4 CLR --- _ 3.25 A81� I v - - - - - - - - " ' — - - w - - LZ k I ) U „ 1 a.3o 4' .- 7 12'-- _, FUTURE z 1 1 - -- - ---------- - -- - ---- __ __% L - - - o t--= SHAFT 1 1 B I HANDRAIL DETAIL Ii STAIRI � � I �, 2 ---- a I -I Lcif023 1 A 1 i I -- - - --==- - __ F..� z o � ll w VARIES I 60 I Z - ' 0 1 HR CONT F. Z F� /� cr 1 H R CONT N T I SHAFT WALL L /' SHAFT WALL ch - FOS Z �`' •FUTURE) 1 -- ; - - 1 1/4" OAK - �- - - - - --__ .-_ --- ( (FU PURE) I 1 ITANQRAIL - - - - - - - — - --- - U D 1LLJ F.F. ELEV I w PLYWD OVER PLYWD OVER 3 DN 259.65' STAIR - 2X10 JST —7 2X10 JST -? 3: � U o 117 u) N� N Q `" - _ _ �I ` I N - -- ----- N 71 VARIES I - rn FUTURE ,r) FUTURE o 1 1 SOUND I SOUND , DN 1 uj �3Q o a INSULATION o INSULATION 1 1]:T'N. . 1 � � � -L V v) N STAIR — _ mom ------- F 0 S �— - - m ai 026 C.) Z z PLYWD OVER PLYWD OVER 1A1 _ - — --�� _p -- 6'-4 I � a VARIES , - ' 11 � 4'-7" 2X10 JST 2X10 JST -' Z F--- m 1 _2 T @ 1 CLR 1 -1 /2"M AX. Ile 5 T C� 11„ �j „ 00 ------ 00 10" C ON C LLI F-- - __.__. CONC. o CONC. SLAB SLOPE 12 T @ 11 WALL WALL TO SUMP PUMP I—' Z 0 Z f=- STEP RISER DETAIL -- -"� G11 1 / @ A STAIR SECTIONLn 10 CONC w W d fSLAB SLOPE J = ! A30 MAIN FLOOR PLAN A30 SCALE: 1/4" = 1'-0" TO SUMP PUMP Q W d z z SCALE: 1/4" = 1'-0" z 0 Z m 1 B SECTION — FUTURE SECTIONFUTURE z "' C z CL! A30 ELEVATOR A30 U o SHAFT ELEVATOR SHAFT ,� � a � a SCALE: 1/4" = 1 -0SCALE: 1 /411 = 1'-0" Q 0 W 1 REVISIONS FOC FOC 1 3/17/03 6'-8 3/4" L 8'-0„ 4'-0" 6'-8 3/4" 81-u., FOC 4'-0,, FOC 2 i CLR CLR 3 I 4 I r FUTURE ' ELEV t DATE 8/12/02 A; ELEV f ago SHAFT 1 JOB No. II SHAFT I I 1 _ DRAWN TD 4 i 1 1 APPROVED SZ i o STAIRIA3� 1 = i 023 � Li ENLARGED AI PLANS VARIES 1 I 1 1 --_ -- 1 FOC — I - 1 FOC - II I SCALE: 1/4" = 1'-0" 0 � I DN 1 L U 1 lift F.F. ELEV __ I I -SLOPE CONC 1 I 4F-7" Z4�.1 9 I co 1 SLAB TO SUMP PUMPLn V-11 "1 -+ I I I 1 I I 1 I I 0 I � I 4` I I I 1 - 1 � A I 1 OR__A30—Toilet.dwq 1P I I `�30 1 i - t DA FOC FOC FOc STAIR - - - - - - _ - - - - - - -� —�-- ti �� 026 S U L Z I K 1 Al NOTE: , SEE STRUCTURAL VARIES — 1 1 ' -0" 6 -4' FOUNDATION PLAN PORTLAND, oN 12 T @ 11 " CLR 0 F QQQ� DRAWING NO. 2 LEVATOR /STAIR C 3 ELEVATOR PIT �30 LOWER FLOOR PLAN A30SCALE: 1 /4" = 1'--0" 30 SCALE: 1 /4" = 1'--0" Benish Str. 13401 BUP2002-00425 8 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY I I I I II I I II I I IIIIiIliIlljllIlIl111 lI llIllIlIl IMAGE IS NOT AS CLEAR AS THIS NOTICE, l / 1�4V_ ITIS DUE TO THE QUALITY OF THE No 38 �`��"""• ORIGINAL DOCUMENT dE 6 Z 8 II.IIIIIII IIIIIIIII�III1LZ 9ZlllSiII _ IIII►�IIT I ��►I�I�I��I II ��►1►��Il��ll��I�I�I �I� ��1�I►� ��I�IIIII��I�I II� �� III��IIIiIJ�IIIII�I�Ii�i��►I_I�IIT —I1�11L _21 g l�Il��l1Z�IIIIJ'111,11�I�Ili�lll �IIIIIIIIt11111 IIII1III1II2 41K .. I - lLL�1111ll1. I ll I I I I I NI a } a HoN d� N ""18 X 30 o L T - NEW JR. SIZE ( _ MIRROR SEE SPECS. FOR U - ----- TOILET - F .LAM RETURN MOUNTING STYLE. o N WAINSCOT- 1 3 -6 3 - O 6 TPH WAINSCOT * GRAB_ z - - , - - --PURR �',/ALL FOR TO DOOR. BAR o SC NEW PLUMB - --- p --- - GB TP� o PTD a3t o 9 o TPH - I TP a f�; O - 0 -- - I - z o ., �- GAR u� I I =� x FEC - ❑- -- GAR % --- NEW LAV. Al c� _ I -- I - - -- N c,I I Q ^ I TY �' I �1 ~ • JR. HT. I R. BASE �' ;;" JR, SIZE. R. BASF_ — 1 ?,-8„ 1 - --- TOILET2 �,L o DRINKING FIRE EXTINGUISHER R MI �..� � FOUNTAIN CABINET H.C. TOILET - SIDE VIEW H.C. TOILET - FRONT VIEW �"'� V i JR . TOILET 00JTOILET �1 4 JR . 008 8 ADA MOUNTING HEIGHT. US A31 SCALE: 1 /4" = 1 '-0" A31 SCALE: 1 /4" = 1 '-0" �31SCALE: 1 /4" = 1 '-0" = U I NQS I NEW LL.AV 24 X 36" = to N +' -6" MIRROR _ V Vg rn '-� P.LAM Q: _ WAINSCOT KEY =5o s = r _ _ NEW LAV. CL D s SCD PTD ��, -� „ - - SCD SEAT COVER DISPENSER V Z ``' I A31 - 2 G.B. SCD 36 _ - TPH 1 PT CI ^`t - ND PH TPH �� o GAR GARBAGE ND 0 U - Q p i \ - "1-- h� �' co GAR I I ;�� PTD PAPER TOWEL DISPENSER � � � R CIA -d. TPH TOILET PAPER HOLDER W F- <_ 4 NEW TOILET _ - ' � R. BASE 3 --�`- ADA W.C. —WRAP PIPE GB H.C. GRAB BARS . . � Z ~ 1 2 R. BASE ND SANITARY NAPKIN DISPOSAL z LZ o J p z Xi Q Q 2 TOILET 018 F- � Z „ 5 TOILET 018 a W Q �, A31 SCALE: 1 /4 = 1 -0 A31 SCALE: 1 /4" = 1 '-0" Z LU Z '� Q W Q z Q u) o EXPANSION EXISTING TOILET RM. EXISTING NEW EXISTING ~ a 0 N -- TO REMAIN 5'-0" CLP. NEW NEW TO REMAIN a 0 Lu L N NEW W:C. ---- WOMEN EXISTING W.C., 5'-0 CLR. EXISTING PTD REVISIONS NEW �,_, ° ° 104 � WAINSCOT, 4'_6 �_ REMAIN � - i 3B2 ACCESSORIES & _ NEW PARTITION ,f 3 17� 03 ACCESSORIES & / / EXISTING MIRROR, 2 PARTITION TO 1 '-6 ' 3'-01s 1 -6" Z PARTITION - -- P I -O REMAIN --- - -;-�-_ _-_._ _.._.__.__ _ ___ _-_._ -- �_ __ // LT, COUNTER BS 3 �,� --- _ _ r & LAV TO REMAIN LIMIT OF I\i�W NR \`\ / EXISTING MIRROR, 36" G.B SCD 4 "G.B IS SCD 4 _ VINLY FLODR �� LT, COUNTER, BS ND ND -- z �� TPH ND ND TPH TPH c — MATCH EXISING - 2 Ail & LAV TO REMAIN ;� oo _ 00 �� DATE 8/12/02 EXISTING PTD - I �A JOB NO. i WRAP PIPES DRAWN TD NEW ADA W.C., TO REMAIN P BASE NEW ADA W.C.- 3'-0" NEW W.C. �' �-�-- - ACCESSORIES & -- PARTITION-2--l/ PARTITION 1 NEW 3 /" --- R. BASE APPROVED SZ - ---- EXISTING W.C., R. BASE LIMIT OF NEW ; ND WAINSCOT VINLY FLOOR, SCD MATCH EXISTING - -----� ENLARGED T__H I ACCESSORIES & TOILETS E E TS 10 4 T PARTITIONS TO A31 PLANS REMAIN SCALE: 1 /4" = 1 '-0" _ �P` NEW LAVS, NEW W.C. & G.B. J - - l( o �� COUNTER & B.S. 1 ,_4„ 1 ,_4„ 4,_g„ - - i EXISTING PTD (Sc SCALE: 1 4" = 1'-0" RELOCATED G,B. EXISTING & ACCESSORIUS TPH t.,� GAR TO REMAIN REMAINLT TO SCD � ' \ \'�--- - - NEW PARTITION 4'-6 NEW __ RELOCATED j A31 PARTITIONS - PAR PARTITION & G.B. --- --- � -� - - RELOCATE --P,LAM EXISTING EMIRROR \ � EXISTING URINAL WAINSCOT -,» NEW VINYL .___....._.._. _._..__._....___ _ - C?102'- E l� 1— __ _ FLOOR NEW PAR ITION 2„c.B. + a _ SCD 36” c.e. I -r -_ STD. C� --- ADA RIN L OR-A31-Toilet.dwg THROUGHOUT - _ CD TPH e RINA o __ -- NEW ADA URINAL TPH i _ -Uv c.I Ake) NEW Ake „ MEN -- - - ---- _ ,_ ��- � 5_0" -0 - 105_ R. BASE -� NEW 1 ' -F;" 1 ' -.h„ `._- --- NEW LAV, BS & ,rte s L z IK n ADA W.C. -- - --------- - COUNTER, WRAP 3BS 1 ? COU E - g'-o" PIPES -----R, BASE PORTLAND, E N Z, T-OD E E T' '104 105 7 TOILETS 10 5 A 1 SCALE: „ „ A31 „ DRAWING N0. SCALE: 1 /4 = 1 '_o" SCALE: 1 /4" = 1 -0 Benish Str. 13401 31 BLJP2002-00425 9 of 54 -.; :.. ., .:a...-.... ?nA:.a •nv;,.n_tntrwnr,.xsrl a.c, ;Rr,:•e,rawc.4,riL +rtiAYm'.s.cu.s4•wyi !ta:can ,.,n:r.cyw.m ara+r,,w•a..ro.CitAriS+`ta..,ru.,r ;-tH...arr..tr,n .a .,rHCnti ... iv.di h,t,af,taM:yraa, .•.x•,,.t : - _ _ NOTICE: IF THE PRINT OR TYPE ON ANY f I I I I I ( III III IIIIIII VIII I I I � I I I I I V I I I I IIIIIII IIIIIII IIIIIII VIII I III III IIIIIII I l l l l l l r l l l l l I IIIIIII IIIIIII I I I I I I I III I I IIIIIII IIIIIII III III IIIIIII III III V I I I A � /' .,� � v�C�D IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I I I 6 I I g I lU 11 12 U. i `f ITIS DUE TO THE QUALITY OF THE No 36 Joe!!�"'" �I ii I I I Il�i�lflllll III►�IIIIIillllllllllllllilllll!►I IIIIIIIII I�ILIIIII1IIIIIIII►I IIIIIIIII illllllll�lllllllll 911, 1IIIIIIIII T�I�I II6II ��II ilEll III�I�IZ�IIII11►1ITIIIl►�Illdlllll�►IIIII�I�III��lII9 L11.lORIGINAL DOCUMENT ►I ►lllll19 E ��Z I luTXl►Ii3lw�ll2 41Kl IIIIIIIII IIIIIII I II { { s; CVLO 24'-5 9/16" 4' - 3 , 00o W { „ TUNE - -- N W 5 SCORE JTS @ 2 -0 ' EL. 252.04' _ TOP OF �./ N ►-+-{ RETAINING WALL `�- ELEV. 255.15" I I j C B ' \,, ry/w) W .� \ V ! O 40 r I I -- C) r- \ % w a �— N a �I � Z N W ! EXP JT. ,� fp �J I ' Z r cl/4 -A U) EL. 252.1t1r) TOP OF WALL - . . ELEV25515" - - - - { N1 /2 , - E L.. 2 5 9 2 _ . / f �- <0 I t- EXF JT 4" CONC � ' O1. - - _ --. ,___ . r - - C B 15 252 EL. . ' SLAB OVER- >, ~ �6 GRAVEL h 32 N TYP w \ j - - i = w o , V C N Q) 0 rn I _EXP JT uj 0 ulU®c' a R 2' '� H Z z = I 1 /2„ r- / ,, 1.1.1 n I I EXP JT �, w z `z Ill w 8U �� /' ZCO CD Ln CONC00 Q W 3 ySLAB OVER EL. 251.77' B �,� �� / I Z I 6" GRAVEL _ �' ,i N o CQ.� ft-1 TYP x, Q O w EL. 252.15' TOP OF t - _�_ _ {-- _ _ .. ..�� EL. 252.15' - _ ___._ f_ NOTE: -- ,- 8X8 CONC TILE OVER � , ! ��. ! \ RETAINING WALL - - - - ; 4 RECESSED D CCNC SLAB - , ELEV. 255.15 REVISIONS 1/2" ' OVER 6" GRAVEL. TOP OF �° 1 3/17/03 _._ _.. a__ _ ''' _ TOP OF WALL EXP JT CONC TILE TO BE FLUSH ^� 2 1« RETAINING W W/ ADJACENT CONC SURFACES � �!� ALL - �' EL. 252.04 ELEV. 15...15 3 - -- (SEE STRUCTURAL FOR SLAB - REINFORCING) ' 1/ - - EXP vs JT ' ! EL. 252.15' i-E _f±i DATE 8/12/02 r 4" CONCRETE SLAB i EL. 2 5' JOB N0. - o -_- -_ 1-�„ OVER 6" GRAVEL -- - - - - __ _ _. __ _. __ _ _. _.. I- -- _ - -_ - -._ �- - _ _ -- -- w _ _ 0 BUILDING DRAWN TEY / , TYP ! -� T APPROVED 5Z EXP JT (� I qB OUTLINE EL. 2 --- - 52.15 - -- _ - ._ - - _ B- - - -EL. 2 52.15'-- -- _ _ _ - - -- -- --- -- - - - --- -_ .- - __ _ EL 15' - f _2_" _-', _ _ I COUR I BARD PLAN 1 '-11 1 - 2'-i " '-0 26 -0 14 " ' " _ / � 32 / '-0' E Q __Q E Q 2'---0' 1 '5 SCORE JTS (9 2.4" 13 EQUAL SPACED SCORE JTS SCALE: 1/4" = 1'-0" �, UOURTYARD PLAN J� A32 SCALE: 1 /4" 1 '-0" ` - 4' OR_A32-CrtydPl.,n.dwg 1 " 4�_7" SE BRUSHED FINIS 5T ® 11 \\ ON CONC. TREADS �� w C)� TOP OF WALL ELEV. 255.15 �- - N i S L Z K , RTLAND, GQN EDGE OF - \ WALL" N N 1 - 1 /2"MAX. OF o DRAWING NO. HANDRAIL DETAIL A OURTYARD T A I R STEP RISER DETAIL A32 SECT ON SCALE: 1/4" _ l '-0„ He,;r, SIF , Wo 1 32 M11;�oo�-�u�•{ • ..�.,...,,. y..,.„. ........,r...,,_;..,,,-,.-.: ., :,,..;.-„ ,d9i6F'A'YN�+..Lsa `'S.L"R�S�+..' :m,".'"" .,..,, %1��.'I1�wn�pwri�+r.; i tc�,,.sTnµ•� r.r.,.,.,.-, �,.: NOTICE: IF THE PRINT OR TYPE ON ANY I I I I f III III III III III III III III III i I III ill I I I f I I I I I l III III I I III III ! I I III III III III I I III I I III III III III!III I I III III I J I I I I I I I III I l f l l l l III I I I ' I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE I Z I I I I I I I I I I I I I I i I I I I I G�'? - ��( Y'ko IT IS DUE TO THE QUALITY OF THE _ No 38 ORIGINAL DOCUMENT — - E 87, 8Z LZ 9Z 9a 6Z EZ Z IZ 07, 8>L 8I Ll ST 9t ib1t Et Zt tt I 8 S L _- 9 Q IIII II►111111 IIII IIII IIII�I►�► IIII�IIII IIID►�� Ilil�ill�lllll�llllll��I IIIII��►��►ll►I��I��I�II��I►IIII�II� Iilll I�► III►i I�� ►�� II II�I��I I I I Ii��► I►I►� I►�►11111��111111►��Ilill►� IIll ► 1 +� 1 lU llll IlLllllllll lll.11lll �� ++ �1 11 111WllllllJ�1�11 1111►lll1Jl,�I.Llllll�llfl111111111 111111 I� �. '... ....�,.:a. 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FLR. LINE \\ // S 4 1 I = w No n \\I ELEV. 262.65' a _ �_ _ V N N LANDING I i ,,� - _ - - ELEV. 259.65' 41 ] 1CJ - 1 11111111 :5L o 8" CMU �e2TTT / ® VENEER V Z 0 -- 0 LAj L. L. FLR. LINE I !\ L \\ _-T I // r-:OTP OF RETAINING WALL Q Q iz ELEV. 252.19 �, I I i , O L HOLD BACK VENEER FOR LANDING l �- - -� - I i DOOR OPENING, WD SIDING W 11-- ELEV. 249.19" — - - - - - - 2"X 3" 8" CMU _ -- � _ - . DOWNSPOUT , FOUNDATION -7 VENEER �"' Z d ELEVATOR PIT„ �; 1s" CMIi -..-._-_/ SEE STRUCTURAL Z ELEV. 245.19 -- -. - -�' 0 J ~ 2 X 3" VENEER STEPPED FTGS / DOWNSPOUT -- FOUNDATION SEE STRUCTURAL FUTURE FUTURE LI n LI Q DOTTED FOUNDATION 8" CMu SANCTUARY SANCTUARY X: Z V) SEE TRUCTURAL - VENEER EXISTING PORTE COCHERE W 'Q AI:�D11-ION EXPANSION EXISTING BUILDING EXPANSION - o LI Z w -. - - Z 0 p m < W Z F—' v, WEST ELEVATION _ _ U A40 /811SCALE: 1 = 1 -0 a O w ,— REVISIONS 1 9112/02 2 _ 11/11/02 3 5 -- -- INFILL WINDOW W/ DATE 8/12/02 VERTICAL WD SIDING MATCH EXISTING - -� - \ J08 N0. - COMP ---- - .. EXISTING SIDING -- - �\ SHINGLES DRAWN TD VI N Y! t APPROVED SZ^ VERTICAL �, WINDOWS WOOD SIDING / ALIGN ROOF OF' RIDGE z ---- VERTICAL t i MATCH EXIST. LJ ADDITION W/ VENT c \ EXISTING ROOF est \. WOOD SIDING A52 EAST & WEST 1 1 1 ' r';" METAL RAIN 1 _ - - - - - ELEVATIONS EXISTIN - WATER DIMATCH VERTER �FASCI A r 1 - --- ----- - _ 1 neo — I !i '1t , ALIGN TRIM WITH MATCH EXISTING I I -- NORM ELEVATION) DETAIL.--_—_ ..__ J L - _ -_ ' �-_ 4 __-,__ (-- � I ; � I M. FLR. LINE I11'17i_77�Tr-n-1 I I ir ELEV. 262.65' LANDING \ _ ------- _ I_ \ / \ 4 WOOD SIDING OR_440-EIev.dwg _ l \\ // I "2) z I_ L. FLR. LINE A X 3 I ELEV. 252.19 ��' ��r . - --- --DOWNSPOUT - - - - -DOWNSPOUT t T __�.__ LANDING +,A 16" CMU -- - - - - _ r ELEV. 249.19" L z I K n VENEER I IIL ' --�T-- ELEVATOR PIT RAND, o UTUR EERC ELEV. 245.19" T ILETRO M FOUNDATION t EXISTING PORTE COCHERE EXPANSION EXISTING BUILDING SEE STRUCTURAL STEPPED FTG DOTTED OF DRAWING NO. 2 [EAST ELEVATION A40 SCALE: 1 /8" = 1 '-0" Banish Str, 13401 4 BUP2002-00425 11 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY ' Illi ill ilil � li � I � I � Ii illl � ll illlll � � I � Ii llllll IlllllrrjT�T�r hill i IIIIIII IIII �IIIIlll lllli �lll IIIIIQI �Illilll hl ! Illi ill�l I III Ili ill � ili 1111111 ! Illi I /i,C�1 OCA IMAGE IS NOT AS CLEAR AS THIS NOTICE, L _._ 1�--I 2� ---I -_ L --- -- 1 _ L1_ I—_� --_� ---�1--- �L I�1�1 ( - 11 --- I 1 / IT IS DUE TO THE QUALITY OF THENo 36 ORIGINAL DOCUMENT ti 6Z 8ZL� 9ti 9 �ti EIJ Z i1 OfZ 8ii tlftGT Aiil911 6t F.► III LIII� 1111IIIUIlll�lllllllll�lllllllll IIIIIIIIIII1 �11II�IIIIilll1111l!III ►III IIII�IIII 11II�I � � ( Illl�llll I � l�� Illlll��lllll�il�ll�llll�llllillll� I��IIII II 1ili i Hod � N ------------------------------------------------- ------- --------------------------------------- --------------------- -------------------- - - ---------------------- ---------------------------------- T7 O C 04 EXISTING SIDING AREA OF EXIST. SIDING COMP F;I •�'' SHINGLES I INFILL 1 AREA OF 'ANY1- _ - � r - \\ INFILL WINDOWS cg' COMP VERTICAL - . L J !� Z SHINGLES -, LOUVERED WOOD SIDING l ;j cn r VERTICAL VENT MATCH EXIST. a VINYL IWOOD SIDING WINDOWS - - 7 1 �- 1 -� SIM MATCH EXIST. [ Mn VERTICAL Ae2 A02 ? a CONT L— CONT a \. U VENT DTL W � ® 1 w WOOD SIDING - _ '_ - -� A53 VENT A62 z DTLA52 = AM 8" CMU r VENEER1 - 1 --- f f f ''� f 111; f f f t' ,►6eo = w to M. FLR. LINE f f 1 _ - M. FLR. LINE I �I1 ELEV. 262.65' _ zr�r -=�-- .� —___- �, � � J r �1 � �. ; ;?.r. � rl:z� t � Q h LANDING J ELEV. 263.6. A III _, LANDING � —„_, � �r r � Aao 1 � � ELEV. 259.65 -- �.r __ Aa0 I z > i = CL z ELEV. 259.65 - _ . 1 NOTE: WINDOW SILL . �- - —"1 ,� z - Ar0 - _ .� Aa0 x 1 (,� ,z 0 z �, � _ ..r I 1 \ 3`--0" ABOVE LANDING i I 0 neo L. L. FLR. LINE I I AN I aL. L. FLR. LINE rr a �j:1T r`I Ul IQ� ELEV. 252.19' I W F-ELEV. 252.19' o LANDING - I I 1 I EXISTING Z x -- - I- - TOP OF - I ELEV. 249.19 '�--" _ f ) SIDING VERTICAL _ -�- _ - _. � l _ .� _J � �jj = Z � ELEVATOR PIT - I 8" CMU WOOD SIDING �----8" CMU - EXISTING RETAINING Q „ VENEER VENEER SIDING WALL U F— ELEV. 245.19 � .___-- ' � --- _ �- _ Q V I » N °f » FOUNDATION '� FUTURE DOWNSPOUT DOWNSPOUTr LL1 p m SEE STRUCTURAL I X EXPANSION W J A Z Z FUTURE ADDITION Q LL1 Q w 1 NORTH ELEVATION AT BRIDGE 2 NORTH ELEVATION AT TERRACE W �41SCALE: 1 /8" = 1 '-0„ A41 _ o SCALE: 1 /8 - 1 '-0" C, = Q o C, 0w REVISIONS 1 9/12/02 2 11/11/02 4 EXIST SIDING DATE 8/12/02'— COMP J08 NO. SHINGLES .� ------ VINYL DRAWN TD WINDOWS - \ —�--_ ` APPROVED SZ 0 13 -�== _ TRIM BOARD - NORTH & SOUTH 6, WOOD SIDING \ MATCH EXIST. - ELEVATIONS a CONT A52 VENT DTL MATCH EXISTING FAscIA SCALE: 1/8" = 1'-0" tj T. � - IWIA CEXISTINGI DETAIL 1 � M. R. LINE 1771 IT ELEV 263.65' -\ - OR-A41-Elev.dwg INFILL DOORDOWNSPOUT - _ - - - - - - �R, Ale( W/ WOOD SIDING . _ -T MATCH EXIST. - I I I I I I I I —`— �� r� 2" X 3'° I I I I I I I I I I W S L I K . DOWNSPOUT FUTURE ADDITION S" CMUji - -- - - BLOCK - --- N �I 1-11 LJ L 11 L-i RTLAND, r73N\SOUTH ELEVATION of, o� �41SCALE: 1 /8" = 1 '-0" 410 FUTURE ADDITION DRAWING NO. Benish Str. 13401 BUP2002-00425 12 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY I j I 1 I I l I 1 I I l 11 I ( I III + V I ( I I !I I I I I I 1 1 1 1! 1 1 1 11 1 f 1 11 1!11 11111 11 11111 11 11111I 6 1111111 fIIIIII VIII 11111111IfII I I I 11111111f I I (I I I I 11 1111 11! I I 1111111 11(11111 11111111 1 11111 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I l l of _ _ gb �� 11 IS DUE TO THE QUALITY OF THE No 3e 1111 11111111111 i 1111111111111 lI1111111111 , NII11IiII1111111111111i 111111 1111111 1111 111111 1i 11111111111 IIIIIIIII11II1111III�I�IIIIIIIIIIII III-I1-1ti1 l(1IIII1I 111L1IlII I II1I I IIIfI i III I�II9II TI I IIIE1 IIiI1I 1�11ti111t1 IIIIIIii�I iII�IllY illl II, silll�llll1I8 IIIi�IlI1�11L11111IIIIlJ11LI I111T19 19 b� 1ORIGINAL DOCUMENT i 9L91 iOa1 IIIIlII1�8iJi IllLWi1_�r__i V1 f N� cy ch fl- EXISTING EXISTING BEAM EXISTING BEAM - ALIGN ROOF W/ CUNT. RIDGE EXISTING ROOF, VENT (TYP) ,,,� ►�I TO REMAIN TO REMAIN 12 _ ___ i 12 ------ 4 SEE ELEVATION 12 rF3 W R 4 2/A40 - 3.25 Ase _ - ' TRUSSES 0 A51 rB T �51 T/P - F` � . r r EXISITING ROOF & EXISITING ROOF & w � R-38 BATT � � I WALL TO BE REMOVED WALL TO BE REMOVED I � � - INSULATION v � DOTTED DOTTED Q ../� I I FACIA TO ALIGN N C'CK w I I R-30 BATT I I FACIA FACIA OF a �� w __-- R-30 BATT ---- .__-___-- _�_. ADDITION w J I I INSULATION INSULATION I r I I cv N O � I I I ( I I w0W i I I N i-- i-- N QII II V N 04 M. FLR. LINE Q- 1 1 I I a s rn f , i _ _ ELEV. 262.65' -----'�- - _-- __ � _ � o (VERIFY-MATCH _-_ __ _ __ EXISTING) - -- - • M. FLR. LINE O w ELEV. 262.65' - __- To a - -- - - (VERIFY-MATCH _ a EXISTING) N W F- o H- Z Ln -- 1 J w i w d = LL. FLR. LINE � Z z LL. FLR. LINE D ELEV. 252.19 - - W a w ELEV. 252.19 _ - -�. - _ (VERIFY-MACH - 4-w- = m (VERIFY-MATCH [- - - f- ---+-- - - EXISTING of d z Z EXISTING ) ° a 0 . � ( . . ] W - 3 z El _N\CROSS SECTIONrDCROSS SECTION Q 0 w �5OSCALE: 1 /4" = 1'-0" A50 SCALE: 1 /4'9 REVISIONS ALIGN ROOF W/ CONT. RIDGE ALIGN ROOF W CONT. RIDGE 2 VENT (TYP) EXISTING ROOF, VENT (TYP) __ _---- I EXISTING ROOF, 3 SEE ELEVATION _12 SEE ELEVATION 12 2/A40 3.251 _.. _ 2/A40 - 3.251 ^� 11111111111111111111111 -- --_".-- TRUSSES ® -_ - �- TRUSSES 0 - / " 24 0/C 24 0/C - A52 DATE 8/12/02 T/P T/P _ --- - — ._--- ---- --- _ ----- --- - -- JOB NO. _ - _ DRAWN 'TE1r. TD 3: `1 _ R-38 BATT APPROVED SZ - w� ZF R-38 BATT INSULATION IINSULATION > SECTIONS � - 'Q 1-,- N KN O U7 I M. FLR, LINE Cif M. FLR. LINE ELEV. 262.65' -- -- - ELEV. 262.65' - ---- SCALE: 1/4" = 1'-0" (VERIFY.-MATCH (VERIFY-MATCH _ EXISTING) EXISTING) in r� 1 Ln O I c-) ORJ450-I3IdgSect.dwq LL. FLR. LINE LL. FLR. UNE UL I K ELEV. 252.19 - - - r LEV. 252.19 - -- -__ _ ----a - EXISTING)MATCH , . ---_��__ _. ___: _ _-- (VERIFY-MATCH _--- ___ -�_ - —- _-__._. ---- PORTLAND BON �- r -J off, DRAWING NO, rB- CROSS SECTION CROSS SECTION! � A50 /SCALE: 1 /4 = 1 '--0'' A50 /SCALE: 1 /4" = 1 '-0" a Benish Sir. 13401 BUP2002-00425 13 of 54 i NOTICE- IF THE PRINT OR TYPE ON ANY III�IIf� lll � lll IIl �lll � lll � l�l 111�111 � 111 I 111�111�111 �141�1�11f�lII�1 IIIII �III�III � l�� I�l � I �I�I � I �I II� I� I �I � I�l�I � l� I � III �lII� I� I � I I III � III � I �I�I � I � II � III I � I � I �i i � i � lll I�I �I I �L�Ze. �U� IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 - _ _�l - _-_- -.L-----__-_ 1 _ ----- b� _ _-_!1�._. -------gl---- �I lU it 12 ITIS DUE TO THE QUALITY OF THE — Si ORIGINAL DOCUMENT - I -1 ---- _ --- -- -- - _,� £ 8 II S Z L Z ftlZ ++ Z 1b�ZT18SII I GiIt H(1 9jT i►T� S�T �jt + t�i [ �ti i8 L 8 fi S Z T �Lim III! IIII�lIII IIII!lIII Illl�lllllllll�Ill! lIIIIIIII IIII�III! !!!I ILII II!! IIII lIII�IIII IIlI�IlI! IIII�IIlI Illilllll IIIIIIIIIINII�IIII lIII�IIII IIII�IIII 11 llIIIIIIIIIII�IIIIIIillll II � II IIIIIIII► I►IIII►IIIIIIII►II�I►Ilfflli� lJ.l.LL►Ill►1 � II jj I I T lll1ll111ll1Ill111�Wl�Wil l��l:l� Ii� 1I � i F ROOF TRUSSES RAIN WATER N 0 24" O.C. DIVERTER COMP `SHINGLES, 30 LB BLDG w �, 12 _ % `~ FELT, 5/8" PLYWD SHTHG (SEE �a 12 COMP SHINGLES, 30 LB 1 HR !GOOF/CLG CONST. ___ ---- - BLDG FELT 5/8" THIS SHT SLOPE ,--'"� --�� ` ` ' SLOPE ROOF TRUSSES ) 3.25 __ 3.25 jPLYWD SHTHG ® 24" O.C. t /4 �..� 1•-il 9„ 4_ N ,� _ os HOLES EA BLK'G � f \� -40z / DRILL (3) 2" ��_ 4 3/4'� --- 1 , , ' \ HOLES EA BLK'G o T/P - -� _ �/ 1 HR ROOF/CLG ASSEMBLY y 1 HR ROOF CLG ASSEMBLY REFER TO NOTES SHEET A52 ��.. T/P _ _ _ _ , 1 /Y' ♦, REFER TO NOTES SHEET A52. `�� \ 1 "X 22 GA ~- STRAP 0 W - --R-30 BATT INSULATION R-30 BATT INSULATION - - --_� - - - V, 4'-0" 0/C w \ _ co TYP) z w �. � \_ _ 1 LAYER 5/8" z � 2 CONT 1 LAYER 5 8 --- -- - -- - ►� SOFFIT / TYPE X GYP. BD. 2" CONT -__ LR-38 BATT �a VENT TYPE X GYP. BD. INSULATION --------�� - 2X8 CONT. ►-� SOFFIT VENT / V) ► (2LAYERSLJ o 5/)8" TYPE 'X' 1 HR WD SIDING WALL ASSEMBLY 1 HR WD SIDING WALL ASSEMBLY GYP BD 3 v . '` REFER TO NOTES SHEET A52 REFER TO NOTES SHEET A52 --- --------- "' A81 a cvQ Q _ cY 1 hR BLK VENEER WALL ASSEMBLY ---- — -� �cv 04 04 > REFER TO NOTES SHEET A52 I w h 4 CONC BLOCK. = a, / z 1 " AIR SPACE, 06-z BLDG PAPER, - - -- 1 HR BLK VENEER WALL ASSEMBLY 5/8 GYP 6D / Z 0 1 /2 PLYWD SHTHG REFER TO NOTES SHEET A52 2X6 STUDS CSD O � 16 O.C. R-19 5/8" GYP BD BATT INSULATION, -- _ 4" CONC BLOCK Q Q o 2X6 STUDS ® 1 HR FLOOR/CLG ASSEMBLY 16" O.C. R-19 1 AIR SPACE, W � 1 HR FLOOR/CLG ASSEMBLY BLDG PAPER, REFER TO NOTES SHEET A52 BATT INSULATION, REFER TO NOTES SHEET A52 ------A1 /2 to PLYWD SHTHG z WEEP HOLES O J 5/8" PARTICLE BD OVER 5/8" PARTICLE BD OVER 3/4' GYPCRETE OVER 3/4" �= Q ® 24 0/C - 3 4" T & G PLYWD 3/4" T & G PLYWD W � �-- / T&G PLYWD SU,BFLR OVER F SUBFLOOR SUBFLOOR - 2X12 JST ® 16 O.C. 5 �- SILL FLASHING / (SEE 1 HR FLR CLG CONST. �� A81 Q Lu Q w F.F. \\ NOTE THIS SHT 0 W m - - - - -- - - -- — _ - F.F. _ _ z 0 z __ 4 ----- -- --- __ o 00 METAL FLASHING - z N O 5 1 2" WEEP HOLES - d ® 24" O/C --- d Lu ° -- EXISTING j 3 1 /2" SOUND _ _ _UNDERSIDE 16 NOTE: SEE STRUCTURAL / FOOTING -- _ OT OF BATT INSULATION - -� OF SOFFI I* REVISIONS /►� FOR FOOTING DESIGN -- ---- I d _ 002 CONC BLK 1 LAYER 5/8" � a °°p - '1__1 TYPE X GYP BD 3 - 4 EXISTING FLR/CLG / 1X6 T&G CEDAR ON RESIL. CLIPS - METAL PANEL SOFFIT CONSTRUCTION --- SOFFI�1 OVER 5/8 SOFFIT OVER 5/8 4 - � i TYPE X GYP BD j -- -- --- TYPE X GYP BD OVER 5 REUSE EXIST. 1 HR - ;-IN 1 /2" PLYWD SHTHG DATE 8/12/02 ACT CLG SYSTEM W/ R-30 BATT in --- NEW 1 HR TILES INSULATION I roeB N No. _— O 00 DRAWN TEY, TD " 4" CONC BLK, 1" AIR SPACE, APPROVED SZ ----- EXISTING 00 BLDG PAPER, 1 /2" PLYWD SHTHG �NALL SECTION -_�_ -- �A r' WALL - -- 00 5/8" TYPE X GYP BD (SEE 1 HR EXT WALL CONST ® SECTIONS 51SCALE: 3/4 = V-0" 2X6 STUDS ® CMU THIS SHT) SECTIONS METAL 16" O.C. R- 19 WEEP HOLES FLASHING - - -- BATT INSULATION, -------- --- �� @ 24" O.C. (TYP) EXP. JT ----- --- --- 4" CONC SLAB, -SILL FLASHING (TYP) SCALE: 3/4" = 1'-0" 2" SAND, VAPOR EXP. JT 4" CONC SLAB, ___ __ __ _ _ BARRIER, 6" GRAVEL " ��, OVER 6 GRAVEL FINISH - 4 COURTYARD SLAB FLOOR T/C d -------"---------- FINISH COURTYD FLOOR d e. CN - ----- --- -�_-. OR-A51-WaIlSec.dwg EXISTING I nn �,_-_4" PERF. DRAIN W/ �%) U f��C` /� FOOTING _ FIBER FABRIC, ® GRAVEL F_ 1 0 BACKFILL (TYP) - d S L. 7 IK n u I I n . , R-15 RIGID INSULATION t - - - - 1!h PORTLAND, GON NOTE: SEE STRUCTURAL � FOR FOOTING DESIGN — F �l B VVA L L. S E C TI O N c WALL SECTION DRAWING N0. A51 SCALE: 3/4,� _- 1 -0,� �51SCALE: 3/4" = 1 '-0" Benish Str. 13401 BUP2002.00425 14 of 54 w.Y++.x.v..s, < kc,a. iiYWlrw,�rwcuf.1,.:;.....,............,..•_..-.,«._M_...�:......u..:... .._,:.:.wra..maaryy ... ,•.w,.-;,;" .ism, .- , w. , Z,. t:E7a'w;or'➢.4'+ d'1G'YK- =r ;.-:aEiic a i .... - > —- .F+.. ...._:, 3,ttf0.#i1tl16.Y4.••.a'tFLWwYIW„�'i..�:.' .. �T9��.:. . ...... ...--... _ .•. ,.,....., <,.,..,,'.�.�! ...,.. .�. ..•........-__ ..frA Ne,Mrirsx„as•imxs>. .,,.':.�s,x"; .��w'`„v.”_.,_. ._.... ......-...__—.. _ ._.,..,,..,._»...........�.... ...._.... .. - NOTICE: IF THE PRINT OR TYPE ON ANY r l I l r III III IIII ' !I III I l i 'I I III ! 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THIS SHT) ROOFTRUSSES DRILL (3) 2" COMP SHINGLES, 30 LB 59 �.,..� @ 24„ O.C. - HOLES EA BLKG BLDG FELT, 5/8,, o 4 31/4 -� , r1 HR ROOF /CEILING CONSTRUCTION PLYWD SHTHG ON \- TRUSSES ® 24 O.C.- - ' - PER UBC TABLE 7-C: 21 --1 .1 - 2X8 CONT. 5 3/4„-1 112 rr ROOF Q -- - � _ --- WOOD JOISTS SPACED 24 O.C. W/ Q -...-------. ANGLES A T - - METAL FLASHING � w T/P_ -____ _� - - _ __ _ 5/8 PLYWD SHEATHING W/ EXTERIOR GLUE APPLIED AT RIGH N _ TO TOP OF TRUSS WITH 8d NAILS _ R-38 BATT _ `�_' _ ATH 1 X FASCIA �- R-38 BATT INSULATION MATCH � w INSULATION � � VERIFY 1Ib DETAIL A A.,2 W U 00 PREFINISHED GUTTER (TYP) ( / / ) I� z (2) LAYERS \ NOTE: CEILING �► 1X6 T&G VERT 5/8 TYPE X � _- —__ CONT 2 SOFFIT VENT REFER TO DETAIL BASE LAYER 5/8 TYPE X GYP. BD. APPLIED AT RIGHT ANGLES TO JOIST - � GYP BD W 1 -1 4” TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. _CEDAR SIDING OVER A/A52 FOR / / „ BLDG PAPER, OVER 1 /2" PLYWD SOFFIT FASCIA FACE LAYER 5/8 TYPE X GYP. BD., APPLIED AT RIGHT ANGLES TO JOIST 5/8" TYPE X GYP BD OVER w OVER 5/8" GYP BD THRU BASE LAYER W/ 1 -7/8,. TYPE S OR TYPE W DRYWALL SCREWS IATE JOISTS 1 /2 " PLYWD SHTHG ON 2 X 4 ® 24" O.C. � U � 12 O.C. AT JOINTS AND INTERMEDIATE Q A80 (TYP) JOINTS OFFSET 24" FROM BASE LAYER JOINTS, N Q 1 -1 /2" TYPE G DRYWALL SCREWS PLACED 2" BACK ON EITHER R A K E DETAIL SIDE OF FACE LAYER END JOINTS, 12" O.C. A52 " � SCALE: 3/4 = 1 -0 w = uj N .� cn 5 8" TYPE X GYP BD .� - _ �NI x 2X6 STUDS @ 1 HR FLOOR /CEILING C 5/8 TYPE X GYP BD CL z w 3 16" O.C. R-19 2X6 STUDS @ 1X6 T&G VERT V Z 0 A80 PER UBC TABLE 7-C: 4-1 .1 16 O.C. R-1q - - --_ w BATT INSULATION. CEDAR SIDING OVER Z O � 5/8" TYPE X GYP BD - FLOOR BATT INSULATION, -BLDG TYPE PAPERX GYP EBD OVER Q Q o LL 2X6 STUDS ® ►� / M o a� 16" O.C. R-19 3/4 GYPCRETE OVER 3/4 T&G PLYWOOD SUBFLOOR ON 2X12 4" CONC SLAB, 10/2 PLYWD SHTHG W F- Q LLI BATT INSULATION. 1X6 T&G VERT CEDAR SIDING WOOD JOISTS SPACED 24 O.C. NAIL W/ 8d NAILS VAPOR � z c: BLDG PAPER OVER 5 8�'' 2'1 SAND, �� .�� OVER / BARRIER, 6 GRAVEL � z = Z � 3/4' GYPCRETE OVER 3/4" TYPE 'X' GYP BD OVER 1 /2 3-1 /2" SOUND INSULATION o J p F T&G PLYWD SUBFLR OVER PLYWD SHTHG. (SEE 1 HR EXT TJI @ 16 O.C. WALL. CONST NOTE 'THIS SHT) CEILING °_— uj W �, '_ (SEE 1 HR FLR CLG CONST. BASE LAYER 5/8" TYPE X GYP. BD. APPLIED AT RIGHT ANGLES TO JOIST NOTE THIS SHT W 1 -'I 4" TYPE S OR TYPE W DRYWALL SCREWS 24" O.C. `t Q w / / 4 PERF. DRAIN W/ Q W Z m FLASHING FIBER 8 F.F. a Lu — zo � Q jR-15 RIGID / o = o INSULATION " PLYWD SHTHG 1 HR EX . WALL CONST. AT WD SIDING 5/8 " OVER 2X10 JST NOTE: SEE STRUCTURAL / 3 1 /2 SOUND _ PER UBC TABLE 7-B: 17--1 .3, 18-1 .1 FOR FOOTING DESIGN -----/ REVISIONS BATT INSULATION 1 11/11,L02 3 1 /2" BATT- EXTERIOR FACE 2 - - 5/8" TYPE 'X' INSULATION - 1 WOOD SIDING BOX AINS IL W/ 7d GALVANIZED 2 F 0 0 T I N G DETAIL @ 3SMOOT ------- GYP BD ON 5 OVER 5/8" GYP SHEATHING, NAIL W/ 1 -3/4" A52 5 RESIL. CLIPS �► A80 PRESSURE TREATED BY NO. 11 GAUGE BY 7/16 HEAD GALVANIZED NORTH WALL -- ADDITION -- --- -- ------------- -- - --*-- BLOCKING @ 24" NAILS AT 8" O.C. 8/12/02 SCALE: 3/4" = 1 '-0" DATE -'N 0/C BEHIND SIDINGOVER 1 /2" PLY WD SHEATHING roe No. ' 5/8" TYPE 'X' d ° SEE STRUCTURAL FOR NAILING INSTRUCTIONS DRAWN TEY, TC o GYP BD - ---- --- Ad30 2" X 6" WOOD STUDS @ 16" O.C., APPROVED SZ 00 4" CONC BLK, 1 " AIR SPACE, d R-19 BATT INSULATION x BLDG PAPER, 1 /2FPLYWD SHTHG ° INTERIOR FACE �.-___ ____ EXISTING SIDING SECTIONS 5/8 TYPE X GYP BD / -- (SEE 1 HR EXT WALL CONST @ _------- 5/8" TYPE X GYP. BD. APPLIED VERT. OR HORIZ. 2X,6 STUDS@ CMU THIS SHT) 5/8/" TYPE 'X' GYP W/ 6d COOLER OR WALLBOARD NAILS AT 7" O.C. j ----- METAL FLASHING 16 O.C. R--19 BD, 2X6 STUDS -_ WITH END JOINTS ON NAILING MEMBERS. >- BATT INSULATION, - ------ --- - WEEP HOLES R-19 BATT INSUL. --- --- STAGGER JOINTS EACH SIDE. --- COFE VENT � @ 2.4" 0.C. (TYP) -- _ % SCALE: 3/4" = 1'-0" 1744 _ COMP SHINGLES, BLDG > 4" CONC SLAB, SILL FLASHING (TYP) 4" CONC SLAB, -.. WATERPROOF - �= �r FELT, 1 /2" PLYWD SHTHG Z SAND, VAPOR 2 SAND, VAPOR ° MEMBRANE BARRIER, 6" GRAVEL-------\" i EXP. JT BARRIER, 6 GRAVEL 4" COURTYARD SLAB $ 1 H R E X . WALL CONST. A T CMU -- _---- _� PER UBC TABLE 7-B: 6-1 .2, 18-1 .1 0R,_A52–Wal lSect.dwg • -4" PERF. DRAIN W/ ---4" PERF. DRAIN W/ EXTERIOR FACE DETAIL FIBER FABRIC & FIBER FABRIC & 4" CONCRETE MASONRY UNIT VENEER, 1" AIR SPACE, r3 -N\ VENT ��' �� a GRAVEL BACKFILL (TYP) 6 GRAVEL BACKFILL (TYP) 1 /2" PLY WD SHEATHING INAj2 SCALE: 1 1 /2" = 1 '-0" - SEE STRUCTURAL FOR NAILING INSTRUCTIONS u II< z R--15 RIGID 1 R-15 RIGID ° d �, INSULATION - 2 X 6 WOOD STUDS @ 16 O.C., PORTLAND., ON _.-. - � INSULATION �' O� R-19 BATT INSULATION NOTE: SEE STRUCTURAL NOTE: SEE STRUCTURAL 0F _ FOR FOOTING DESIGN FOR FOOTING DESIGN INTERIOR FACE 5/8 TYPE X GYP. BD. APPLIED VERT. OR HORIZ. DRAWING NO. SECTION e W/ 6d COOLER OR WALLBOARD NAILS AT 7" O.C. WALL WALL SECTION WITH END JOINTS ON NAILING MEMBERS. A52 SCALE: 3/4" = 1 '-0" A52 SCALE: 3/4" = 1' -0" STAGGER JOINTS EACH SIDE. 52 Benish Slr. 13401 BUP2002-00 15 of 54 tuff NOTICE: IF THE PRINT OR TYPE ON ANY I � III � I � i � lil lil lil III I I lil lil III I III ! 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DRAWN -m— -- - _.-- --- HORIZ. AND VERT. RAILS 1 -1 /2"� - -. - -� _--II APPROVED S2 I I I I I ! — — `- - �_ PIPE. BRIDGE I I I II - I ELEVATIONS, SECTIONS, & PLANS I i - A q n 11 1 1 A53 A53 CO I I SCALE: 1/4" 12 8 12'-8 --- _ r� I I 3/16"0 STAINLESS STEEL I CABLE THRU 5/16"0 2 1U _ I I HOLE 3 3/4" O.C. TYP. ----GRAVEL ter- I I I I ANCHOR CABLE ENCS AT CORNERS AND END 0 __ I I 1 1 1 RAILS. STONE TILE RETAINING----/ ridgeSec.dwgWALLW/ 5" EMBED. DRILL RAIL rB AND WELD TO SLEEVE AFTER F,D A C -- - --- --- _ - ^ A53 �� A53 = = h- PLACEMENT GRIND (WELD C, TI Q N THRU PORCH �c BRIDGE CN 00 \ Hg a� I I II I SMOOTH).(SEE STRUCTURAL) C —1-- ---- FO C -- - -- Jam. A53 „ Ga s I K '�--- SCALE: 1 /4 = 1 -0 PORTLAND, GON . _-- - SECTION A-A e� 0 F K-3-`-NPORCH (Ow4" PORCH /BRIDGE (`6RAILING DETAIL DRAWING NO. A53 LOWER FLOOR PLAN A53 M AI N FLOOR PLAN X53 SCALE: 3/4" = 1 '--0" SCALE: 1 /4" = 1 '--0" SCALE: 1 /4" = 1 '-0" Benish Str. 13401 BUP2002-00425 16 of 54 I NOTICE: IF THE PRINT OR TYPE ON ANY �IrIIIrlilil1li IIIIIIIl11111 I IIII1111111 �1 111111111 ("I�I(I IIIIII'!I (Illll II1lI(lli (lll(I lllll(I 1(111 l II !�!II II1�1�1 IIIIIII(IIIII IIII I(I+ 1 (111(1 1111111 1(11111 1111111 111111 / IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1J 4II� �J� II - I �� II, I 10 11 I 1.2 l G/ L ITIS DUE TO THE QUALITY OF THEo N .38 ORIGINAL DOCUMENT f 8Z 8Z Gti 97, Q�Z �� $�Z �Z tZ OfZ eft $i Lt !9t 9rt 6�t I E�tFlItrI1111111 tt � 19 QfiS �9I Illl,li }IlLlllllllll 11 II I I�I I I I Il1LW1�U lllllUll L1111111111�(1i11ll11�11U Ii�.�II , 9 -----—----- ---------- - --------- - -----------------------_- - ------- --- - - ------ —---------------- ------ d O� I 2 r SIM ,� o A82 - N 8" CONC BILK, 1 " AIR SPACE, Q� BLDG FELT, 1 /2" PLYWD SHTHG, o - (SEE STRUCTURAL FOR REBAR) 404 IL \ Off� N rTl D0-14 Z/ LAP BLDG FELT OVER �...� — ----- METAL FLASHING a II I t -- � __ 5 5 METAL FLASHING w n A541 --- _ A54 ----- 8" BOND BEAM T ^ III _ Q � L - - 1 /2" ,1, �_____�_�_____ �_ ____ 1 /2" PLYWD SOFFIT OVER GYP SHTHG _.T �l 5 SECTION 00 00 __j A54 SCALE: 1 1 /2" = 1 '-0" V t N 1 N V Z oO w Q Ix CK _ � d Z PORCH - PORCH - SECTION I s 2 A � �54 A54 A54 '_ w w o = EAST ELEVATION SOUTH ELEVATION SCALE: 1 /4 = 1 0 � � Z z d L,,j Q z SCALE: 1 /4" = 1'-0" SCALE: 1 /4" = 1 '-0" W m z 0 O_ A c\v LLQ 3 z ~ V) 5� 0 < toF_ o FOS O Lu FOB d WAIT 1114 O REVISIONS 1 1 �17�03 N a 2 F08 4 5 12'-8" 1 DATE__ 8/12/02 - -- -- - J08 NO. FOB FOB 2 HR WALL - UBC 7-13, 17-1 .5 DRAWN TD 2 X 4 WOOD STUDS, 16" O.C. __. .._..__---_----.-- 2 LAYERS 5/8" TYPE X GYP BD BOTH SIDES. APPROVED sz 3 WA I TI N G BASE LAYER APPLIED VERTICALLY AND NAILED W/ A54 FLOOR 6d COOLER OR WALLBOARD NAILS AT 9 O.C. PORCH ELEV MAIN PLAN FACE LAYER APPLIED VERT. OR HOR. AND NAILED W/ SECT. & PLANS SCALE: 1 /4" = 1 '-0" 8d COOLER OR WALLBOARD NAILS AT 7" O.C. & WALL TYPE -- ACOUSTICAL - -- -- DETAILS o/-----EXISTING INSULATION INSULATION SCALE: 1/4" = 1'-0" 6 � 8" TYPE X GYP BD OVER A �_(2) LAYERSTYPE X GYP /�� RESILIENT CLIPS C� 24" _5/8 TYPE X GYP BD OVER A54 A82 BD EACH S,t DE, OVER /` O.C. ON 2X4 STUDS 2X4 STUDS 0 16 O.C. EXISTING 2 X 6 STUDS ® 16': O.C. - ,- FOB x _ 5/8" GYP RD 3 5 OR_A54—PorchSec 00 `0 U, Q /--5/8" TYPE X GYP BD OVER �D �' 2X4 STUDS ® 16„ O.C. �� , a CD c� —4” RUBBER BASE w s L ZA IK 1 4" SEALANT RUBBER BASE 4" RUBBER BASE 4" RUBBER BASE ` FOB "-' B EACH SIDE EACH SIDE EACH SIDE r PTLAND, R ON 17 12' 8" -_ OF 0� DRAWING NO, OB FOB 4 PORCH - WALL TYPE WALL TYPE WALL_ TYPE WALL TYPE (D A54 L 0 WE R FLOOR PLAN CD SCALE: 1 = 1 -0 ''—" SCALE: 1 = 1 -off �c SCALE: 1 " = 1UL -of) SCALE: 1 = V-0" Benish Str. 13401 SCALE: 1 /4 = 1 -0 BUP2002-00425 17 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY I � � � � � � � � III � � � III III I I � � � III III I I III IIIIIII III III III III I I III III III III III I �IIIII ► I III III III III IIIIIII III I i III III I �IIIII III III IIIIIII III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE I I Y I I I I I I I1- s _ 1 ITIS DUE TO THE QUALITY OF THE No.38 _x- ORIG!NAL DOCUMENT f; s1z is z c z 9 z sf z blz E z rz r i tIIIIITllilill�llllllllll II�IIIiII IIIIIII�I�L�Iw �>I�III� �Il�u�1�� 1!1� -1 ��I i it � III 1LIllJlllll 1 I I i_ I hll 1 , FUTURE PHASES 2 - 41F' 1- i S E 1 W CMU � oci j W EX. L'I '� 0 TO REMAIN 1 '...� `r' H i U EX. T. r-EX. LT. 4, i TO REMAIN I TO REMAIN z W Q' WIN 0 1 � � _ - 000 cc ^' - - -- i l z N W F.•� z IL U - - -- - 1 wij- ~_ 3 2 NaN 1 X UJ - I 1 I -- -- U c" EX. LT. 1 N � 1 *- EQ Eo REMAIN � CL � z 1 EQ EQLa.J EQ. EQ. SOFFIT—TYP EQ a EQ EQw EQ W C N ER ON Z Q C�O _ ~ O R ID R — O J �_ III-- - SOFFIT I I I 77 .j_ TO REMAIN - W - W J Z Cn 1 W - 1'-6 I N � 0" zW YP LT LJ EQ. EQ. W m W d W SOFFIT. TYP L zO LL EX. LT. EQ. I_ p TO REMAIN c — O w d r' 9'-0" , p 5-0" 9'-0" L I i1 I REVISIONS 1 09/12/02 1 I EO EQ _ W � , — 2 1 ❑ W ❑ 3 1 4 5 FUTURE 1 DATE 08/12/02 PHASES 2 -- 4 1 PHASE 1 JOB NO, EXISTING BUILDING DRAWN TD LOWER F APPROVED SZ REFLECTED CEILING PLAN LOWER FLOOR A60 SCALE: 1 /8" = 1 '-0" Z _ REF!FCTED CLG PLAN LEGEND SCALE: 1,/8" = 1'-0" 2 X2 DIRECT GLUE ACOUSTICAL TILE 17ti—CENTER SET OUT POINT IN ROOM, TYP. 2 X 4 SUSPENDED ACOUSTICAL TILE CENTER SET OUT POINT IN ROOM, TYP. 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SOFFIT a REVISIONS I 1 09/12/02 W z ' 3 4 FUTURE 51 PHASES 2 - 4 PHASE 1 DATE 08/12/02 DDITI0 - EXISTING BUILDING ADDITION - JOB NO. DRAWN TD MAIN FLOOR ____-__---__- R E F� L E C T E D CEILING PLAN .---- APPROVED SZ � z UPPER FLOOR A61 SCALE: 1 /811 = 1 '-0" REFLECTED CLG LEGEND PLAN - - 2 X2 DIRECT GLUE .ACOUSTICAL TILE SCALE: 1/8" = 1'-0" CENTER SET OUT POINT IN ROOM, TYP. 2 X 4 SUSPENDED ACOUSTICAL TILE. CENTER SET OUT POINT IN ROOM, TYP. 1 X 8 INDIRECT/DIRECT PENDANT MOUNT LUMINAIRE 0R_A51 -MRCP.dwg 4' OR a' TRACK LIGHTING 2 X 4 SURFACE MOUNT LUMINAIRE A�'C,fi 2 X 4 LAY IN LUMINAIRE Q dSAL. 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III III IIIIIII III III IIIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE I I ( 1 I I I I I i 3 I 14 I I I ( I I I I I I I I I I I ITIS DUE TO THE QUALITY OF THE No 31 ORIGINAL DOCUMENT E 6Z 8Z Lf Z 9lZ 4Z �1Z £1Z �Z iZ OZ 8i 8i Lt 9l 9t 6t Et Zt tt i 18 8 G 8 9 fi - Z -�ia,��,r�� IIII IIII IIII ►►II IIII Iill�lllllll!I�IIIIIIIII IIIIIL►11 III►III►I IIIIIIII►�II►II►IIL�IIIII►III�IIII� ►II I f►► I j ( III I I 1 _'_ _ _ III II II I�IIII�IIIIIiiIIIIIIIIII�IIIIIII►�►IIIII►►IIIIIIII►III►III III ►Illllll►�Illllllll ►ILIA►II" 11111 II ► I I 11.11111�111111ll11�1111111111�Ill111�11111L1ll�ll ll��ll ll� II N 1 -- - ACCENT PAINT ACCENT PAINT N ON ADJ WALL -- � 8 VERIFY COLOR VERIFY COLOR N o) 13 EQUAL EQUAL 1 '- U" 1 8 1 ' - 0" EQUAL EQUAL EQUAL. I '--0' YA110 VERIFY VERIFY F _ - —---__ - - - ---- o _ --- _ CN A MTI_. SHELF DJ _ -- - ,� --, MTL. SHELF --�-- - -II =� - � STANDARDS + STANDARDS 4 .� -ADJ — _--_ -- A80 c D = / \ - ! 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HALL 020 - WEST ELEVATI ON ACCENT PAINT � � - VERIFY COLOR DRAWN m A71 1-p,� VERIFY - 1 ' p" / 1 '_ U" 6$-0p) _----- - SCALE: 1 /2„ - 1,-0" APPROVED SZ -A INTERIOR ELEVATIONS 13 880 SCALE: 1/2' = 1'-0" 1 � :� cr o z � `� c ! n Ln < 0 OR_A70-IntEIev.dwg CL n o r, oCjftf --- - - - - T_. -- —_-__- - _---- ---- - -- - 44 S L Z K PORTLAN , OREGON , ;� 1 O lit 1 ACCENT PAINT / RELOCATE MAILBOXES, NEW SLOT DRAINING NO. VERIFY COLOR -- VERIFY LOCATION -- J� 4" BASE - WALL ---- 3 ___ HALL 109 -- WEST ELEVATION 71 A71 SCALE: 1 /2" = 1 '-0" BUP2002-004 51 7.1 of 54 .tee. NOTICE: IF THE PRINT OR TYPE ON ANY 11 1 III III III III III III I I III III III I ( III III I I1 I�11 1 I 1 III III i I III III I I I IhI I(I III III !4 III III III III III III III I I I I ! l I l III III III III I I I I I I I III III VIII I IMAGE IS NOT A5 CLEAR AS THIS NOTICE, I I_11 I _---I- -� - --I I 14[ _I- I --I. 1 I _ I I�1 _ I1------I_._� ITIS DUE TO THE QUALITY OF THE No 36 it m1 " IIIIIII � IIIIII�IIIIIill�lllllllll�llllZllll�IItI+IiZIIIIII£IIZIIII�IIIZI�IIII�IIITI�ZIIII�IIOII`IZIIIIIIIII�IIiliilllli�llll�llll�lll�illlll�llll�llll�IllllllilllllllllllllllllII l�IIII�II<<.III1lll�llllll II�III8 IIII�I-1-11�IIII�LII11lull-ll L l ll ll8 IIIilIll llQllORIGINAL DOCUMENT 9�Z IIOEII�II8ZIIII8Z G E- - Z T�i�uw I I I I I I I I I III�IllL11111L.L1 I I�V I I I�1�1I �--.---- - - -- _ _ --_- ----___ 4" BLOCK VENEER, --- - - SEALANT & - ____ 1 " AIR SPACE, �'— � - --- -- SEALANT & � BACKER ROD OVER BLDG. FELT, BACKER ROD oa, -- -- CEDAR SIDING 5/8"GYP SHTHG., ,\ _- _ CEDAR SIDING PLYWD. SHTHG OVER BLDG. FELT, N OVER BLDG. FELT, / 1 /2 c3 � <r •,� 5 8"GYP SHTHG., �:____^- -- -- " 5/8 GYP BID / / — 5/8"GYP SHTHG., o 112" PLYWD. SHTHG �! / P.T. 1X6 BLKG j 1 /2" PLYWD. SHTHG -- FLASHING / - -- - -- , ----- __ FLASHING \ - MTL. FLASHING HOLLOW MTL FRAME .' 2 x 2 CEDAR TRIM i' .- - i----- - - - -- METAL ANGLE — _ -- -- 2 x 2 CEDAR TRIM L_ ' �� ----- 5/8" GYP. BID _ i c - - 5/8" GYP. BD �-- 5/8 GYP. BD / -- L METAL --, - L METAL o / - 5/811 GYP. BD _ ------__ 5/8" GYP. BD vE RIFY DIM W/ WALL YRS _ -- ` ._ __ i -- ------- CAULK AROUND INSIDE - \ -- - - - - CAULK AROUND INSIDE � OF WINDOW FRAME - H.M. FRAME !• a OF WINDOW FRAME f_ - - - --- -- �T..� 0 - -- -- - WINDOW SECTION WINDOW SECTION w o SCREENSCREEN z L__-__-_ SEALANT & L- - SEALANT °� WI BACKER ROD BACKER ROD ul WINDOW HEAD WINDOW HEADr,-%NDOOR HEADT � Z 513 YP . INT. DOOR HEAD A80 SCALE: 3" = 1 '-0" A80 SCALE: 3" = 1'-0" A80 SCALE: 3" = 1'-0" A80 - '- " U SCALE. 3 - 1 0 -�- - - ---- CAULK AROUND INSIDE - ------ - - CAULK AROUND U ^ OF VONDOW FRAME WINDOW FRAMEF--I i _ ---- L METAL .- L METAL �` -- ----- ----- ------ 5/8" GYP. BD --__----- 5 8" GYP. �---_ -_ 5 ,� GYP. -------- „ / _-- / P BD /8 G BD 5/8 GYP. BD 1 2 2 WINDOW W t� = N SECTION V Q N -- SHIM \ SHIM \ = a' z _ 1 CEDAR SIDING CEDAR SIDING 6 6 V � O . ' _ OVER BLDG. FELT PRESSURE TREATED _- ____... ---r - / w OVER BLDG. FELT, Z / 5/8"GYP SHTHG., BLACKING 5 8"GYP SHTHG., 5/8;'GYP SHTHG., Q Q O \`✓ 1 /2" PLYWD. SHTHG ^ - 4" BLOCK VENEER 1 2" PLYWD. SHTHC 1 /2" PLYWD. SHTHG m ;� / / W r- p I� SEALANT & ' 1 " AIR SPACE, SEALANT & _ SEALANT & _ (n Q BACKER ROD ;% OVER BLDG. FELT, BACKER ROD \ BACKER ROD � = Z 0 5 f 8 GYP SHTHG., 2 x 2 CEDAR TRIM _ / 2 x 2 CEDAR TRIM �_ _ _ 2X CEDAR TRIM z 1 /2" PLYWD. SHTHG � O -.� t-= SEALANT & BACKER ROD SEALANT & ---- --_-_ _ - ---- SEALANT & BACKER ROD ---_-_._ _______ SEALANT & BACKER ROD �` ir < V) WINDOW SECTION BACKER ROD H.M. FRAME �-- ---- H.M. FRAME �„J p m it - ---- WINDOW SECTION Q W Q w r,---� WINDOW JAMB 6 WINDOW JAMB ,o DOOR JAMB ,4 DOOR /WINDOW MULLION C) ; Z m A80 SCALE: 3" = 1 '-0" A80 SCALE: 3" = 1'-0" A8U SCALE: 3" = 1 '-0" A80 SCALE: 3" = 1 '-0" ¢ LLJ _ Q - METAL FLASHING V -- FLASHING - -�_ _ - -- FLASHING o SEALANT & SEALANT & BACKER ROD J - - 4„ BLOCK VENEER, - - ---- SEALANT & Q O W BACKER ROD 1 AIR SPACE, BACKER ROD _--- WINDOW SECTION OVER BLDG. FELT, REVISIONS - WINDOW SECTION -- ---- WINDOW SECTION CTION SHIM ENTIRE 5/8„'GYP SHTHG., _ � 11/11/02 SHIM L WIDTH OF SILL 1 /2” PLYWD. SHTHG -- - ---- SHIM - 03/17/03 _- - FLASHING �_ 3 -- - CAULK ------ - -- CAULK AROUND INSIDE -�-- d - --- CAULK OF WINDOW FRAME - �- ------ 1 X SILL � - - -- 4 L METAL -'�- 5/8" GYP. BD -- 1 X SILL - - --- -- 1/2"X3 TRIM -- - _ r 1 5.1-.—____—__ -- - -- �' ,� BD - /2"X3 TRIM 5/8 GYP. _ DATE s/i 2/oz — — JOB NO. 2 x 2 CEDAR TRIM - -- H.M. FRAME 2 x 2 CEDAR TRIM -� - - -- PRESSURE TREATED v- 5 8 GYP. BD DRAWN m �---- 5/8#0 GYP. BID ----- - ----- BLOCKING / - - SEALANT & --- - - - - SEALi,NT & - - SEALANT & APPROVED SZ BACKER ROD / BACKLR ROD I - - BACKER ROD -_- �_._.- 4," BLOCK VENEER, DETAIL CEDAR SIDING 1 AIR SPACE, I � -/ ---- ------- METAL ANGLE ---- ------ CEDAR SIDING SCALE: 3" = l'-0" � OVER BLDG. FELT, OVER BLDG. FELT, OVER BLDG, FELT, 5 8"GYP SHTHG., 5/8 GYP SHTHG., / 5/8 GYP SHTHG, , 3 WINDOW SILL 1 /2" PLYWD. SHTHG , WIND 0 W SILL 1 /2" PLYWD. SHTHG „ DOOR HEAD SILL 1 /2" PLYWD. SHTHG A80 SCALE: 3" = 1 '-0" A80 SCALE: 3" = 1 '-0" A8U SCALE: 3" = 1'-0" A80 SCALE: 3" = 1 '-0" L METAL / - - L METAL -� *�_- -_ 5/8" GYP. BD 5/8" GYP. BD _- ---- 5/8" GYP. BD y-- -- H.M. FRAME IDOOR F 6"X 6" COLUMN - -- - 6"X 6" COLUMN � WINDOW SECTION -----J----- ) NAME: OR._ABO•-Dettail - -- --- WINDOW SECTION -1'- - PRESSURE TREATED ALUMINUM - -- ---- - BLOCKING THRESHOLD - - - - -- __ 4" BLOCK VENEER, Q Q ~ S I_. IK -- r - --- 2. X CEDAR FRIM / - 1 AIR SPACE, OVER BLDG. FELT, `' `- --- -- -- RTLAND, ON SEALANT & SEALANT & 5/8"GYP SHTHG., N 0 \ BACKER ROD - __ BACKER ROD 1 /2" PLYWD. SHTHG 2 X CEDAR TRIM / OF � j SEALANT & - INTERIOR DRAWING NO. ---- SEALANT & l - SEALANT & BACKER ROD __ _ _____._-_. __ ___ .__ EXTERIOR BACKER ROD BACKER ROD 4 WINDOW MULLION 8 DOOR WINDOW MULLION 12 DOOR JAMB _ DOOR THRESHOLD 16 A80 SCALE: 3" = 1 '-0" A80 SCALE- 3" = 1'-0" A80 SCALE 3" = l '--0" A80 SCALE: 3" = l '-0" Banish Str. 13401 BUP2002-00425 22 of 54 •Yr «. --.w�._,... ..+. .. _ W" 3r +� ,. ., Z 'Sr.,. . •_.,. �y�r. ._ x.,+.. _ s.,�b _�� ..,._.:_._. . :.-_...:_....__.. ._.,..,.,..,.....,..A..,...,...._...._.. .,.m.Y.u,....-,,,. ......»...,d,....,..w.�., ..... ,au,.« ak».rR._r«.J...... ., .,, .. NOTICE: IF THE PRINT OR TYPE ON ANYIII ISI Iii 111 I Ij � ll ! � ! I� I III il ! II! ! Iii i II ! il! I ��III III III I � I �III iii iii i � l� ili I I I I I i I1 I I I I I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 - --1.1_. - I `1 -I - 31- -- I 4L - I--- Jl _L --�—- - --- I lU 11 I 12 SDUE TO THE (�UALITYOFTHE NO.36 �p•_;�•-�• 1 - -- - - - ORIGINAL DOCUMENT g 6�Z 8f Z L�Z II e1Z II 91Z b�Z EIZ �lrl LZ UIZ E3�I 8lli Gr A11 91i tt Aul iLeIIIII�IIII IIII�IIII �III�IIII Illl�llillllll�llll llll�illl llll�llli IIII. IIII IIIIiII IIII IIII I I 1 T �II I ►►Illlll IIII►11111I�IIII�IIII�IIII►llll�llll�ll.11ll ► � r i ll llll4ll� IIII�NIII a - - - FASCIA DETAIL SEE 3/A82 A81 oN o ! _ METAL PANEL OVER CA - --- BLDG FELT, OVER �--- ---- - ---- -- 5/8" GYP BD 0 VE R a !----- - --� - META 1 /2" PLYWD SHTHG z PANEL TEMPSTOREFRONT V)4 TYPSS w w l SECTION (� N A81 1Z L _- L-- - - =- - --- FIN FLR + - INSULATED GLASS N LINE CL METAL ` V) - PANEL 1_ I WINDOW HEAD 3 = z �81 ��SCALE: 3�► = 1 '-0 Q N FRONT ELEVATION SIDE ELEVATION _ ----- -- - INSULATED GLASS STOREFRONT � W N SE U cv o s rn METAL PANEL OVER -- LQ EQ EQ EQ - - -- ------ BLDG FELT, OVER p 5/8" GYP BD OVER17' Q - 1 /2" PLYWD SHTHG W a -- - — — ? Z PLAN - o _J o �\ METAL PANEL OVER t� m < V) WINDOW _ BLDG FELT, OVER Lu a ri-N, 5/8 GYP BD OVER J 1: z - A81 SCALE: 3" = 1 '-0" 1 /2" PLYWD SHTHG Q Q w 1 BACKER ROD & d LLJ _ I \, SEALANT z F WINDOW JAMB `\� _-- - — ----- SIDING rY U c AR1 SCALE: 3' = 1 '-0" o W - INSULATED GLASS REVISIONS-.------ _ 21 STOREFRONT VA5 SECTION .__._ ._ DATE T 8/12/02 JOB NO. i__--_.-_ — — -- — — DRAWN TEY TEMP -_—__-_ __ - — — - APPROVED 4 GLASS A81 TYP ! DETAILS 3^ALE: 3" = 1'-0" METAL i PANEL -- METAL PANEL OVER - - r - -- - -- BLDG FELT, OVER 5/8" GYP BD OVER --- 1 /2" PLYWD SHTHG ELEVATION i NAME: OR-A80-Detail a I - -- e Q i METAL. PANEL OVER FORTI.AND, GUN BLDG FELT, OVER O /� _.. -- -------- -- - - 5 8" GYP BD OVER `1J' � � PLAN -- EQ_ EQ 1 /2" PLYWD SHTHG O r, .� / DRAWING N0. r2--� WINDOW --- -- - ---------__ __----- . __------ - - -- ----___ - CONC BLK VENEER 5WIND WSILL �81SCALE: 3" = 1 '-0" >► A81 SCALE: 3 = V-0 IA81 Benish Slr. 13401 BJP20V-00425 23 of 54 r +F �refVk'�r� •r�, NOTICE: IF THE PRINT OR TYPE ON ANY /G�l� /�vO IMAGE I5 NOT AS CLEAR AS THIS NOTICE, 1 3i 4 I 6 g II II I 1� I 11+ 12 L �f - 1 IT IS DUE TO THE QUALITY OF THENu 39 ORIGINAL DOCUMENT f £ 8Z FTZ LZ 97, Si7 'bZ E7 Z24X 9JE--j" l IIIIIIIII IIII IIII IIIIIIIII illl'illl III!�IIII IIII IIII IIII Illlillll IIII IIII�IIiI IIIIIIIII ILLL�IIII. Illl�llll llll�illl Illllllll lllilll.11ll�ll Wll 1L1111U fIIIINII gsag H COMP SHINGLES, 30 LB BLDG - FELT, 5/8 PLYWD SHTHG. FLASHING _ z0 - - --_ - 1 X CAP c� NOTE: o 1X6 FASCIA BD \` ��- FASCIA DETAIL-SEE 1 /2 X 3 TR I M � DETAIL A/A52 2_ ,4 1X4 FASCIA BD CN F...� ------ 5/8" GYP BD 1X6 VERT CEDAR SIDING, -- --- - _ ---- BLDG FELT, 5/8 TYPE ce X GYP BID OVER 1 /2" -� ------- -- -- i'--� PLYWD SHTHG FOR BEAM T SEE STRUCTURAL N cr ^ FASCI A DET @ RAIL CAP C,4 F--� A82 n., A82 SCALE: 3" = l '—O" ELEVATOR ROOF I ( RAKE SIMI GREENED LOUVERED ENT = W SCALE: 3" - 1 '-0" v z o COMP SHINGLES, 30 LB BLDG _ / CD FELT, 5/8 PLYWD SHTHG. --- 7__-- Z a w _LjQ FLASHING CEDAR SIDING OVER = _ --- -- L 5/8" GYP OVER -- ----- l-- Z X GYP BD OVER 1 /2" Z ►-_ / 2X4 FRAMING - _-- /^ - 1X4 TRIM O 'J Q CO 2�,6 ® 24 O.C. HUNG Ln FASCIA DETAIL � Q � FROM FLAT 2X6 (SEE 3 — — w W p W STRUCTURAL) A82 SCALE: 3" = l '-0" Z N Q W Q w 1X6 T&G CEDAR - -- - Z Wp Z m RAKE BOARDS TO MATCH -------- --- SIDING, BLDG FELT, __ �--_._ -�- Q W O F— FASCIA. ' SEE DET'L A A52 5/8" TYPE 'X' GYP BD, z0 Q 1 /2" PLYWD SHTHG �- o d- ---- - -- SEALANT & < w T -_ 6 2 1 - - BACKER ROD REVISIONS 2 '� WRAP CORNER WITH 2'-6" _�_ 11/11/02 2 LAYERS BLDG FELT 3 _ 1X6 VERT CEDAR SIDING, 4 BLDG FELT, 5/8 TYPE �� 6 , LOUVERED VENT DETAIL - -- -- ! X GYP BD OVER 1 /2 2^ '6 A82 s PLYWD SHTHG �'�' I SCALE: 1 1 /2" = 1 '-0" _ SCREENED LOUVERED DATE 8/12/02 VENT JOB NO. �-� DRAWN n'y TYP RAKE DETAIL �� '� APPROVED SZ A82 SCALE: 3" = 1 '--0'> -- 1X4 TRIM DETAILS 4 CORNER DETAIL __ ___ _-__ � ' �� SCALE: 3" = 1'-0" �82SCALE: 3" = 1 '-0" -- SIDING, BLDG FELT, GYP SHTHG, 1 /2 -- ---_ _ -- - --- - ----------- PLYWD SHTHG 00 METAL FLASHING -- 1 X 2 `, F�, �- - ----____.__.._ . --------- ------------ _-_-_--------------- ----- NAME: OR-A80-Detail LOUVERED VENT DETAILOr _ -- SEALANT & A82 SCALE: 1 1 /2" = 1 '-0" Ga S '� IK BACKER ROD rx PORTLAND, 0 ON ,t 4� OF 5 T R I M DETAIL DRAWING NO. A82 SCALE: 3" = 1 '-0" A82 Benish Str 13401 BUP2002-00425 24 of 54 _ . . . NOTICE- IF THE PRINTOR TYPE ON ANY r(ilil � ililili IIIIIII ilili�i IIIIIII IIIIIII ililil � IIIIIII IIIIIII VIII ! IIIIIII IIIIIII IIIIIII VIII I ! IiIIII IIIIIII III ! II ! I ! ! ! IIIIIII IIIIIIIIIII II ! IIIIlI ! IIIIIII illlilll ( �� Z�. 4 UC�Lf IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I I 1 I Z I 3 I 4I I I 6 I I g I I 101 11 1}}Z� ITIS DUE TO THE QUALITY OF THE - - - ---- -- - - -- - -- - - - -- - Na 3aORIGINALDOCUMENT 8Z 87a GZ4 ?Tz� li u7 8I BI GT 9t 4I ib�T E�l 7,t it �c TT ��8� llll�.11l�llllll II [ II �III► III IMI I�IIII�II►I[ll�l�llll[ILII c� I � I III IIII► Iilll IIT I I V1 N 2'-01, 8°� I 0 0" N i f N DRAWERS BELOW----lv—�\ SOFFI T SOFFI T P. LAM. OVER - 3/4" PLYW'D. FRONT / " W MELAMINE 1 4 P.W. 1 4" P.W. --� ADJ. SHELF BACK ° BACK ° o n r5 a _ A83 F� 1 • P-, O p O p , LVM1L/ w 04 r l I U D 1N w O O 1 z O p ° 3 , A70 BRACING BELOW - � L 2 � O (5) MELAMINE LIGHT FIXTURE ° ADJ. SHELF ° H Fil WHERE SHOWN o 0 NaC-4 Q ° o ° ° O BRACING BELOW D - -- ---- - - PL. LAM. TOP & 6 BACKSPLASH1 N o ° ° \ � �w N r ° CABINET BELOW � A83 � � C � ° = z % ° V Z O BOX DRAWER }' D p _ y_ -_ - Q � O W/ DRAWER °° VIDES _ 1 4 w 0 A70 i P. LAM. TOP OVER P. LAM. TOP OVER z 3/4" PLYW'D. o > 3/4" PLYW'D. ° ° - - ; -------- FRONT _----- -- - 'y' O FRONT w FRONT ~ Q Lt o ° ° w w m _ COUNTER - '3 11 " 6'-7" J z z Q W Li- ° ° FRONT c '! z M a `� MELAMINE N , 3 D E S t" DETAIL < w _ � ADJ. SHELF ° ° A83 SCALE: 3/4" = 1 '-0" z Q fl _O V 4" RUBBER '. -- Q O W BASE REVISIONS -.-TA� 41" RUBBER ---B E � - z BASE 5/4 X 12 BIRCH 5/4 X 12 BIRCH _ - _ -_--___ 4 1 /2, 3 BASE CABINET DETAIL 2 CABINET DETAIL EASE EDGES �- - _- EASE EDGES _ _ 4 -- SCALE: 1 1 2" = 1 '-0" A83 1 ' 5 A83 / SCALE: 1 1 /2" = 1 ►-0" �, _ 3/4" � - 1 2 3/4 BIRCH PLYW D. / DATE 08/12/02 3 /4" 3/4" BIRCH PLYW'D.-- -------� ___._____-_� __� -------- J08 NO. P. LAM TOP - DRAWN TD P. LAM. TOP APPROVED SZ 3/4" BIRCH TRIM � __ --------------- --_ _-- EASE EDGES \ 2'-0 3/4" DETAILS SCALE: 1 1/2"= 1'-0" i (3) BOX DRAWERS -- It W/ DRAWER GUIDES 1 /4 X 3 FB BRACE - - - --------� 3/4" IRCH PLYW'D. iDRAWER Ln EDGE STRIP ALL - --- 1-n J EXPOSED EDGES N P.LAM DECORATIVE EDGE STRIP ALL EXPOSED EDGES AT RAISED DETAIL NAME: OR-A83-Detail,-- SEE ENLARGED DETAIL 4/A70 �,��D A� 4" BIRCH PLYWD ` 3/4" BIRCH PLYW'D. ____- ---- ___-- �'.__ __� TOE KICK11117 ('� - � lJL ZAII< — PORTLAN R G 4 FRONT DESK DETAIL r,---j-R0NT DESK DETAIL OF 6`� A83 SCALE: 1 1 /2" = 1'-0" A83 SCALE: 1 1 /2" = 1 '-0" DRAWING NO. ti A83 r r Benish 5tr. 13401 BUP2002-00425 2.5 of 54 , .:.. NOTICE: IF THE PRINT OR TYPE ON ANY �I�II`Ilj �l � ll Illl � jlllllll ► ljl �lll III�I I I�IIIII IIIA+I IIIIIIIIIIIII I Iflllll IIIIIII II1�111 II1I1 I IIIIIII'IIIIIII III IIIf'fIII � Iv-- Ill �IMAGE IS NOTAS CLEAR AS THIS NOTICE, 1 4 6__ - - __ - g1--- _-- -` rhTIS DUE TU THE QUALITY OF THENo 16 ORIGINAL DOCUMENT �� 8Z 8Z LT 9Z 9iZ fiZI £ti Z TZ OZ 81 gi LIT 8T SST 6T ET Tt Tt I T 8 I 8 �LI 9 9 ZI �t�l�i�w I��►�II��► I�III►1,►►I►��1►��►�112 41K Ill�l►►��IIIIIII►III ►Il�lllll�l��lllli ►IIIII�L�III I I�II,II►Illl�lllllll�lllllllll I !j Illjljj jj r I� I I 11 j► Ill� llj II ► � j�jljllj► jjlljlll�ljljl�llj ► I �Ilil lljllllill�lll�Il SII. Il II VIII III,�Illllllll1ll11 lili(lllllll l l r ... ., :. ._._'`swrwu .. cru,,., ,.,,;•.`,..,d,,.._s�di..a.1 ,.i.SU,, ,_,.:. s+'a.4�iLr.N .gym a.+E 6:R;li,lk'*s'r'i 'x+Yl..,� s..fxPs .a s. .s.tv:..t , >11,fr r, E t 4 GENERAL- NOTES (f Q DRAWING INDEX _ O � 5F=EQjAL INSf= :GIION �QC7R�gMIN SHEET SHEET TITLE - �'iASONR`r' BLOCK. NUMBERw i. Required special inspections shall be performed by an i,adependent special I. All glue laminated beams to be 24F-V4 DF/DF(at simple span beamed and L Pm 1500 psi. ------ - --- <� rn inspector per Section 101 of the Uniform Building Code (UBC) For the 24F-V6 DF/DF (at cantilever beams) per AITC specifications. Apperance 2. Regular masonry to be Grade N- I per ASTM C90,maximum moisture content, 51 GENERAL NOTES,3CHEDULE5 16-0191 M� following: grade to be industrial. 40% humid condition per Table No.l. ------ --v-- ^_ ------ --�--� -_ " l J N a. During the taikirq of concrete test specimens and the placing of reinforcing 2. All glue laminated members mall be Hatched,shaped and flnshed a5 per 3. All building block. units she l be 2500 psi unite rS2 FOUNDATION PLAN anforming to U.B.Q. standards. and concrete. Verify reinforcing size;placement,and grade, plans and specifications and shall be Fabricated with waterproof glues. 4, Grout for all reinforced block, and hollow unit masorr•y walls shall be 3/8" 53 MAIN FLOOR FRAMING PLAN b. Visual inspection of all structural welding,except welding done in an 3. All lumber species and grades to be, as follows: aggregate cot--rete with a 28 day strength c• 4000 psi with Intrusion Aid approved fabric: ,L,?r•'s shop. a. Joists,beams and stringers Douglas Fir 02 admixture expander added(4 ounc-s per sack of cement). Slump to bel to 8 inches. 54 ROOF FRAMING PLAN o, F�1 C. Inspection of installation of metal deck. 6" nom•4 c,,reat.er beams and stringers Douglas Fir 02 Unless noted otherwise masonry construction ib partially _grouted. d. Installation of epoxy anchors. b. Burke,blocking,bridginca 4 mist. Voug F 5. All mortar for reinforced masonry shall be U$.C.Types" S" 1800 psi compressive 55 ELEVATIONS 0 2. The special inspector shall provide a co of their report to the owner, C. 2 x 4 studs " w sp p p copy p Doug f=ir studs' or strength st 28 days. _ - - ---------------- _ -- cc architect,structural engineer,contractor-,and building official. etc). t better or 02 6. All mortar shall be mixed by mechanical means and proportioned by accurate S6 ENLARGED PLANS O "Z d. 2 x 6 studs and larger Douglas Fir 02 measurement. Shovel measurement will not be allowed. STRUCTURAL OBSERVA IONS e. Top and Bottom Plates Doug Fir/Larch(AN Grade) 1 Tests- See specifications 51 ENLARGED PLANS F. Sills, ledgers,plates,etc-embedded in 6. All reinforcing for masonry walls shall be Grade 60 conf'ormincg. to all pro visions 58 FOUNDATION DETAILS � � a- .,, k I. Structural observations by the erutineer of record or his representative or in contact with concrete Press treated Doug Fir *2 of concrete reinforcing section above. _ - �� W shall be required at the following approximate times durir� construction: g. Posts Douglas Fir ,01 9. Except as otherwise shown,dowel all masonry walls to Foundation baee with a w a. Duri foundation construction after reinforcement/holdawns are „ S9 FOUNDATION DETAILS Z o �--I 4. Crossbridge or solid block at 8 0 maximum o.c. for solid sawn joist 2 x 12 and vertical dowels to match wall reinforcing (size and spacing. Lap 40 bar diameters __- __-.___- ________-- -_p larger. except �� Z in place;prior to concrete pour.. w lar t as otherwise ,hewn Z r V 1 b. During construction of Sec...ond Floor. g SIO FLOOR FRAMING DETAILS 5. Framing anchors,joist hanger,post caps,etc. to be " Simpson"or approved equal 10. Lap all bars a minimum of 40 diameters unless otherwise sihown. - --- -- - c Duringconstruction of Rvor Level (final inspection). 6. All bolt heads and nuts hears on wood to be provided with an oversized washer. i " -� II. Provide 2-0 x ,L-- 0' bars at all corners and intersections for all walls equal in SIl FLOOR FRAMING DETAILS � z CL 2. The contractor shall notify the engineer of record two(2)calendar days in 1. All nailing to be per table 23-11-5- 1 of the U.B.G. Nails called For on the size and number to horizor^taf rei�iforcing. - - 12. Protect all masonry units stored at job site and erected from the elements. 812 ROOF FRAMING DETAILS U � Advance of completion point requiring site observation. drawings are to be common 8 W GE NAL_ . Gutting and notching of joists not allowed. I" 13.diameter hole may be drilled n the grout cells and bond beams tnat contain reinforcing or embedded items. - -- - - T-�--- --- :Ecenter 1/3 of the member depth.All other holes to be approved. 14. All work shall conform to Section 2104 and Section 2105 of Uniform Building •313 MISCELLANEOUS FRAMING DETAILS F"'� H y U1. These notes Set the minimum standards for construction. The drawings govern S. Studs may be notched in the lower 1/5 of the height of stud for electric,and Code. over the G%neral Notes to the extent shown plumbing pipes,but no part of notch is to be deeper than 25%of width of stud. 15• Electric boxes,conduit and plumbing shall not be placed in any cell or course O 2. Contractcr shall verify all dimensions and conditions on drawings and in Holes of diameters up to 1/3 of width of stud may be drilled in studs but not in that contains reinforcing. Q A the Fie!:i. Coordinate locations of openings through floors,roof and walls with center 1/3 of their height. STRUCTURAL i`"�I�G�LL.4NEOU5 5j��' � architectural,mechanical and electrical plans. Notify design agency of any 10. Sheathing to be APA rated with exterior glue,nominal size as noted on the discrepancies. drawings. Install roof and floor sheathing with face grain perpendicular to 1. Detailing,fabrication and erection shall conform to the Steel Construction Manual 3. Contractor shall provide all temporary support prior to completion supports and stagger end joints.Install wall sheathing either horizontal or of,415C. of vertical and lateral load systems. vertical and block all edges of sheathing with 2 x 4 or thicker blocking. 2. All steel to be A36 except as noted. 4. The contractor shall be responsible for all required safety precautions and Block roof sheathing where noted on drawings.See plan For nailing schedule. 3, All welds to be made by Certified Welders to AWS Standards with E 10XX C") methods,techniques,sequences,and procedures required to perform his work. 11. Parallel strand lumber(PSL),Laminated veneer lumber(LVL),and electrodes.Use weld metal with charpy V-notch toughness of 20 or greater at 10'F L1J ti 5. Where reference is made to ASTM,AISC,AGI or other standards,the latest Laminated strand lumber(LSL)to be manufactured from Western Species Lumber 4. Bolts to be 4301 unless noted otnerwise. C!) issue shall apply. per manufacturer's specifications with the following stress ratings: 5. All structural tubing to be ASTM A500,Grade B,fy= 46 ksi. d 6. All work shall be in strict,compliance with the Uniform Building Code as Timber Strand(LSL) Fb= 2250 psi 6. Do not oversize drilled or punched holes with burning tore. z I amended by the tate of Oregon and all other state and local codes and Fv= 285 psi 1. .n the welding of plates to inside of wide flange beams or a� O lumns, � building requirements that apply. E= 1,500 ksi no weld shall be allowed from the midpoint of the radius of the Flange to the Z Z 0 1. Design Criteria: web of fillet to a point on the web 1 inch past the point of targe--%cy of the fillet. Q a LLJ Cr a. Basic Roof Load(snow 250/sq.Ft.(snow build up Microllam(LVL) Fb= 2600 psi loading as per UBC) Fv= 285 psi METAL FLOOR P G INC W < o b. Floors 50 psf(off iced 100psf(corridor) E= 1,900 ksl C. Floor partition allowance 20 psf 1. All metal decking shall conform to the specification of Metal Steel Institute U) _ Ct d. Wind 80 mph,Exposure"B",I= 1.0 Parallam(PSL) Fb= 2900 psi and be. composite metal deck where concrete topping ig applied. Z C/) < e. Seismic Zone 3,R= 4.5,1= 1.0,Se (Ca- 03�&) Fv= 290 psi 2. See Framing plans For type of deck and attachment to structure. 0 J ,Z � 8. Mechanica! equipment,mechanical and sprinkler piping larger than"L" E= 200 ksi 3. Provide all accessories(opening reinforcing angles,closures,etc.)to provide F=diameter or other items producing a hanger load over 500 shall be hring by a complete diaphragm. Q a system approved by the design agency. Any hanger producing a load PRE _ MANUFACTURED LL100D TRUSSES 4. Paint touch up all welds and abrasions. W � Q (n over 2500 shall have additional frame installed to transfer these loads to . Welders shall be AWS certified For light suss metal welding. E. C M c,•'9 1. Trusses shall comply with U.B.C.UCstandards and all provisions of the deli n " �� c p p 9 p p 9 6. 4 total slab depth Verco 1 1/2 type B( 8gauge) lvanized com osite metal deck FOOTING SC{--�EDULE Q w i the main structure beams or walls unless otherwise approved. s ecificationa for li ht metal late connected wood trusses of the Truss Plate p � " � p S. Shopdrawings shall be required on reinforce steel,structural steel,metal (2 span minimum), typical at bridge u.n o. 1/2 puddle weld at each rib at perpendicular Q Z q n9 Institute except as otherwise noted, supports and at 12"o/c at parallel supports. Button punch side seam 6 12"o/c. decking,fabricated joists,and meta! plate connected trusses 2. Members shall not exceed a live load deflection of L/360 or working stresses pp p pp p - - -i- Z Z co and shall be reviewed prior to fabrication. For the appropriate material for the loads indicated on the drawings. MARK SIZE REINFORCEMENT Q � m 10. Oregon Professional Engineer Sealed calculations required in companion with 3. Prior to fabrication,truss manufacturer shall furnish complete engineering shop - Z 0 i the shop drawings submittal for the TJI floor joists and premanufactured wood drawirxgs and calculations with Oregon registered professional engineer's seal. (6)05 EACH WAY O Q U) trusses,see notes. Shop drawings shall show clearly the erection plan loadings(typical and special) ,�, 6-0'x 5-0'x 17' TOP 4 BOTTOM [� 0 r 0UN ATiONS truss types,and bracing requirements(for erection and for truss compressive - p, 0 � members). n 4-0"x 6'-0 x 17' (l)O5 LONG.TOP 4 BOTT. ge p y p 4. Truss manufacturer shall coordinate location,size and weight of mechanical �t�/ (?) -M 5 TRANSV.TOP 4 BOTT W< � 1. Per otechnical report b PS{(report 0 104- 25011- l,(dated June 12,2002)). a.Soil bearing pressure 2000 psf equipment with mechanical engineer and contractor.Verify location and size of (5)04 EACH WAY b.Pile capacity= 5000 psf duct openings.Provide additional trusses as necessary. G 5-6'x 3'-6" x 10'O BOTTOM REVISIONS 2. All footings to bear on firm,undisturbed sail(or approv ad compacted fill 5. Connect all trusses to supporting members with I - Simpson H2.5 connection and 1 when verified by Sails engineer)minimum 18" below final grade. Notify 2-10d toe nails unless otherwise shown. r Geotechnical engineer before proceeding if any unusual conditions are 6. Truss erector shall exercise extreme care during erection of roof trusses to 2 encountered in the footing excavations. prevent the trusses from bucking laterally.Use spreader bars for lifting trusses 3 3. Do not exe-Avat.e closer than a 2:1 slope below footings. and provide lateral bracing as necessary. _ - 4. Clear all Footing excavations of loose material by hand. 1. The truss manufacturer shall provide/design all hangers required to support HOLDO"UN SCHEMLE 4 trusses from beams,headers girder trusses etc.Web bracing.hangers,etc- shall 5 CONCRETE - CAST IN PLACE be provided/designed by the truss manufacturer to provide a complete roof system. MARK T"I'PE COLUMN/ATTACHMENT REMARKS - 1• Average concrete Strength as determined by job cast lab cured cylinders at 8. Skylights occur at some roof locations.Where two skylights abut with a roof truss (10)i(od GOi'"iMON ABOVE 4 - 50 specified in ACI 31a,\shall be:3000 psi for all uses. DATE 08/12/02 located between the skylights,the top/ bottom chords may be laterally `�,✓ 511-IPSON "MST 3-1" BELOW FLOOR LINE AT DBL. 28 days(plus increase depending upon the, plant's standard deviation as _ JOB NO. unsv� )ported.The truss manufacturer shall coordinate. the size and locations of he si.ylights with the contractor.The truss manufacturer shall provide additional EPniC1' AI�IGHOR 171TH 3 DRAWN CN 2• Minimum Mix Requirements: chord /web brace as required. SIMPSON A. Cement content per yard: 5 sacks 6 30 00 psi 9. At some locations,building lateral(sires(wind I seismic)are transferred from t -: " IMI - SDS3" DOUBLE STUD OR STAB BOLT S8 N APPROVED J 5 I/2 sacks slab on grade roof diaphragm to the shear walls through the truss roof system. See plans For 3 SIMP50N EPDXY ANCHOR WITH 3 b. Slump: 2 to 4 inches. Deviation from design slump= +1/2"to-1". additional re uirement e. O "PHD6- SDS3" DOUBLE STUD OR STAB BOLT C. Air Entrainment: Per Ail at,all exterior slabs. 10. wee detail 1L J em for truss supported Folding Partition wall. Design truss 'connections _ _ 58 GENERAL NOTES d. Admix: Water r:dudng admix (Pozzolith or equal)For all slabs. for uniform open and stacked(closed) loading conditions.Coordinate connections/ - - ------ 3. Place and cure all concrete per ACI codes and standards. deflection requirements with Folding Door Manufacturer PHDB O SIP-4D8- EPDXY ANCHOR WITH AND SCHEDULE 4. Provide control joints in all slabs on grade at 20-0" o.c-each way 11. Truss manufacturer to inspect all trusses after they have been erected and roof " SDS3" DOUBLE STUD OR STAB BOLT gg r maximum unless otherwise shown on plans. Provide heavy(3/4")tooled sheathing,bridging,blocking etc.has been installed.Manufacturer to submit joints at 5'-0"o.c.and 1/2"premolded expansion joints at 30-0"o.c. in all certificate to engineer that inspection was made and that trusses are in NOTE:HOEDOWNS A'RE LOCATED AT SIDES exterior walks and slabs. acceptable condition and meets with the manufacturer's design and installation OF WALL PANELS BETWEEN WINDOWS AND 5. Sleeves through beams and slabs for mechanical lines shall be Fabricated requirements. DOOR,SEE ARGHL.FOR OPENING LOCATIONS from standard weight steel pipe with anchors as approved by the engineer SCALE: NONE unless otherwise noted. 6. Sleeves,pipes or conduits of aluminum shall not be embedded in structural PREII9ICAT_Ef=�00R OIc._�_L -_- concrete unless effectively coatied. '�" S}-LEAK l,�A 5C U I. All floor mem�.aers shall be manufactured by Trus Joist Macmillan Corp,or approved LL HED LE REINFORCING alternative. 2• All joists shall conform to all provision of the 1991 Uniform Building Code. MARK SHEATPNr.3 NAILINCs REMARKS BTM.PLATE 1• All reinforcing steel for concrete to be grade 60 (grade 40 for ties 4 stirrups) 3 Joist shall not exceed a live load deflection of(Floor : L/480)or �v+- - -r--- - and shall conform to U.B.C.standards and ASTM A615. ® I/7'APA RATED the working stresses as Shawn in the U .C•.standards for appropriate materials for (32/16) 10d 151 6'a/c EDGES 2 x W/16d a 8"a/c OR $ 2. All welded reinforcing steel shall conform to ASTM A100. Pl_YWD.the loads indicated on the drawings. c"BLOCK EDGES) 10d 1W12"o/c FIELD 2 x W/5/8"0 A.B.1V42"a/c 3. Fabricate and install reinforcing steel according to the"Manual of Standard 4 Prior to fabrication joist manufacturer shall furnish complete engineering shop ---- --- - Practice for Detailing Reinforced Concrete Structures" ACI Standard 315. drawings and calculations with Oregon registered professional engineer's seal. 4. Provide 2-0 x 2-0 corner bars tc match horizontal reinforcing in walls and 1/7 APA RATED(32/16) 10d 6 4"o/c EDGES 2 x.W/(2)I(od 0 8"o/c OR OR-g,$ footings at all corners and intersections. Shop drawings shall show clearly the erection plan loadings(typical and special) PLYWD.(BLOCK EDGES) 10d 6 12"a/c FIELD 2 x compressive W/5/8"0 AB.0 32"o/cjoist types,acid bracing requirements(For erection and for joist members).5. Splices in wall and slab reinforcing shatl be lapped 40 diameters. �t;^°'"'��'a`'".vi=•i�:�'`i `t�"�,•';.�'',' ; - ----- 4' I2,t S� �'%'�- 5. A. TJI series 6. Lap all bars in intersecting footing 7- 0"or 30 diameters,whichever is greater. � - - - � shall not be bent or displaced for the convenience of other trades 1. Reinforcing Manufacturer shall Furnish all hangers end and intermediate L�'J I/2"APA RATED(32/16) (3 x MIN.STUDS AT stiffeners,blockinc and/or shear panels,and metal bridging PLYWD 10d a 3"o/c EDGES ALL BLKCs.PANEL 2 x W/5J8" A.B.a 24"o/c ! unless approved by the structural engineer. p g 10d 12"a/c FIELD 8. Minimum cover from concrete surfaces to reinforce steel shall conform to assemblies as required to provide a complete Hoar - - - -- - EDGES,' - - -- ��1iLG i3 AC{requirmerats. y r v�y 15,�` `'�," structural system. D [ _t 9. Provide dowels from footings to match all vertical pier 6. Cambers: �J 1/2"APA RATED(32/16) 10d 2"o/c EDGES (3 x MIN.STUDS AT N(�urj ' Floor Members 1.25 dead load PLYWD. 10d 12"o/c FIEL5/8"4 A.B. a 16"o/c. reinforcing.Lap 30 diameters or "l'- 0" minimum. D ALL BLKr-s.PANEL 2 x W/1. Manufacturer shall coordinate location size and weight of mechanical equipment EDGES) -- < - - •- with mechanical engineer and corrtr•actor.Verify location and size of duct ice_.:.:...,., openings. Provide additional joists as necessary. DRAWING NO. 8. All bridging bearing hardware,blocking,hangers,etc.that connect to the joists ALL NAILS AT SHEAR WALLS AND AT BTM.PLATES TO BE COMMON shall be per Trus Joist Carr. standard details. NOTE:AT EXISTING WALLS, REMOVE SIDING AND NAIL EXISTING PLYWD_AS NOTED B* PLAN Ai`!D SCHEDULE 9. Erector shall exercise extreme care during erection of joists to prevent them from bucking laterally. Provide lateral bracing as necessary 10. Manufacturer to inspect all joists after they have been erected and sheathing, bridging,blocking etc.has been installed.Planufacturer to submit certificate to engineer that the inspection was made and t net joists are in acceptable corzdition S1 Benish Str. 13401 and meet with the manufacturer's design ant Installation requirements. BUP2002-00425 26 of 54 .,lures, • "'.w- '•� . ,.t"1 M.._,,...i.,t�'SF.a.,�f.`�r�'!�ar@LE.�il ..-._�•••'� • . ' .. ,.•-..,..•ua.. Herrn.�" ,e.r a a rm 'Ma5.4.m,/s 19tlYN0"r WWkkkNYi - w.. �.. .. _. ., ..,,:.:.6u:,+..�.,m..,...-,,..., - rurr:+�iaw..u�v�e. �ne*.nesna.viwaxm•u�n.+.vi+,.. ,. ,,.. 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SEF GENERAL NOTES REGARDING CONTROL.JOINT SPACING 0 .111�1 -INDICATES HOLDOWN/STRAP,SEE SCHEDULE AND PLAN FOR TYPE. FOUNDATION _ WALL TO BE REMOVED ® ® INDICATES SHEAR WALL TYPE-SEE SHEAR WALL SCHEDULE _ IN FUTURE EXPANSION PLAN cn 13'-3" STONE RETAINING WALL- SEE ARCHITECT O _... ..__... - © 5'-ia"POST UP TO FRA1riING ABOVE,-SEE 46'-6" 58 _____ FIELD VERIFY EXISTING WALLS TO BE REMOVED _. .. __.. ....- 95'-2" - - SCALE: 1/8" = V-0" ® TS 5 x 5 x 3/8 EXIST __New FOUNDATION PLAN 12,167 �,.. UL DRAWING NO. Benish Slr. 13401 BUP2002-00425 27 of 54 DO NOT SCALE FROM DRAWINGS - 2 VERIF`T ALL DIMENSIONS W/ ARCH. - --._.�.. .. . NOTICE: IF THE PRINT OR TYPE ON ANY frI1II II1IIIIIIIIIIIIIIIIIIIIIIIIIi ill Jill (I(i4(1I 111I11 f 111 11 � 6lIiI 1I (I 1I ' I I' I4I iI �I iI� I(I�IgIIiI�IiI�IiI � I�IIiI � IiI �I(IiIoIIiII( I� IIIlIiIIiIIIIIII - iil� � G� , voy IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE No 36 ORIGINAL DOCUMENT p1E i z 87. 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GL 6 3/�# x 16�1 - B 2 t I 10 I � �'" I I 1@ 11 - ------�- Z Q Z m 1 I 15 2 0 , , I i i i �-'� �. 14"TJI/PRO X50 I 1311 I IO Q W 14'TJVPRO 250 , ! 18 20 1 --,�16" 2 Sl@ S10 �� I Sll 1 F- u Q 4 12 II I 10 0 '� TYP 2 6 Q Lu NEW 2 x 12 2.4"o/c E i _I I -- - - _ - - _ _ - _ „T I/PRO 250 11 2 210 2 REVISIONS i4 ,J 1 i T - - -- I�o'`o/c N' 1 1 -__, I, 5 GL 51/ J12 10 L"J 6 - HDR2 I 0 10 / Il lA 3 I , ' 510 __ GL51/8xeHDR -_ - - - I A�11 2 _ _ FRM B 1 1 1 I , I - - - _ _ -- DATE 0$/12/02 2 tE i 1 NOTES: A - 1 1 5110 8 310 8 S m � I I r JOB NO. . -- 1 ''/ HATCH INDICATES EXTENT OF NEW FRAMING ON EXISTING BUILDING _ �__—_-- - -----.-_-. _ I _ _ -- .- _---- DRAWN CN � �16"o/c APPROVED J�. ��-� • �— A 14"TJVPRO 250 0 ALL EXISTING (E) FRAMING IS ASSUMED. CONTRACTOR TO 1 VERIFY ALL FIELD CONDITIONS PRIOR TO CONSTRUCTION 96 S6 513 0 ® INDICATES SHEAR WALL TYPE-SEE SHEAR WALL SCHEDULE WALL TO BE REMOVED MAIN FLOOR ® INDICATES HOLDOWN/STRAP,SEE PLAN FOR TYPE IN FUTURE EXPANSION FRAMING PLAN J NEW- 5, EXISTING WALLS ABOVE TO BE REMOVED To 1 3/4" T 3 G(INDEX 32/1(o) WITH 10d 0 6"o/c EDGES 106 101)12"o/c FIELD W/ 3/4"GYPCRETE TOPPING(SEE ARCHITECTURAL) SCALE: 1/8" •- 1'-0" ' m TYPICAL HEADER(U.N.O.)- 4'-0"OPENINGS;4 x 8 4'-0"s 0-0"OPENINGS:6 x 6 8'm 0"OPENINGS:GL 51/8 x 6 OR GL 31/8 x 9 ® PLACE MULTIPLE STUDS UNDER BEAM TO MATCH MAIN FLOOR FRAMING FLAN WIDTH OF SUPPORTED MEMBER(TYPICAL) 1/8'= 1-0 Z POST UP TO FRAMs ABOVE- 5Ei� AND 10 _- 510 SIGH 10 31/2 x 14 PARALLAM(PSL) LIVE LOAD LEGEND SCHEDULE _ MARK ROOM DESIGNATION LIVE LOAD _ OR-S3 11 1 2 x 10 JOIST 110 16"o/c .-- -------------- -- _ _ _T._-�-, - �.•�.�,, w CORRIDOR,COMMON AREA 100 p6r ^• EF I A55E1"'1$Ll' AREA 12 BLOGY.AT PANEL EDGES It\THIS AREA _- _--- __-- -�--_ --_ -__ -_-_—_ --_- ".:: 12 107 ,.. !3 GL 51/8 x'3 FOLDING WALL BEAM STORAGE, MECHANICAL 125 psf /l OFFICES 50 pe-F +20 psf Partition FLOOR DEAD LOAD: 1_ P5F (EXIST) 22 PSF (NEW) DRAWING NO. Benish Str, 13401 BUP2002-00425 28 of 54 DO NOT SCALE FROM DRAWINGS -- VERIFY ALL DIMENSIONS W1 ARCH. NOTICE: IF THE PRINT OR TYPE ON ANY I I f I I i III III III III 111 1 ! III III I I I i I III III I I1 III III III IIIIII III III III III 111 111 1 1 11 1 1! I ! III 111 III iII 11 1 1 1 1! III III I J I 1111 III III I I i 1111 III III i 1 I i i i1I i i i II � � i I i i i I t a i �,I t � � i I I I I I � � � I 1 11 � �� ye— IMAGE IS NOT AS CLEAR AS THIS NOTICE, l.- - L --_- L_-------___4J_. ------ _____- .Jl. -- _-6�-------- 1---------- ITIS DUE TO THE QUALITY OF THE �- III-III1I 111111-I IIIII I�IIIIlIil►I II II II I�III111111111111�1I 1I1IIIII�Iilllllll�ilillllll Illl�llll�llll�ll-ll�llllillll�lJllllllllllll IIII 111111111�1111r1W llll.iu1111 4 fiNo 36 �III�ItIIIloilo ORIGINAL DOCUMENT 1 � GZ 9z 9 bF111hIIIIIIII1�1111 " IIIIL II II IIII 111 IIIIII1IIIIIIIII I v M V I 04 Cn I — Z O Tw 1_l 13 19 __-- ---- ----- 512 �/ z • .� 512 , 15 15 W crg / Z N F � 18 I TYF 8 8 / 18 TYP TMP 512 SI2 lYP S12 SI2 z 1 i - cc W i NU / � I o I �,, F� F- x C �� / Z cv 3 , I w I m 2 1 I � lq _ ( M "tI W � QO 2 V = . I -. 1 CL W to BLCGKINZ Ao_ G-5EE ,. I / S6 -2 x 6 RAFTERS 24"o/c 4 6 •Q O W �. 5I3 ,� CC 1 .rsL 31/8 x' _ 1'� Q a� _ NEW12 x 12 24"o/c 7 I I'1 15 HDR I i-i - ' -t I . . �- c IN THI3 AREA -- / 1 13 512 812 S12 512 13 hL-�'_(0.2 ��'Lit 512 z F"' Cn g EXIST.FORTE .: 19 I ° Ll — COCHERE 512 1 -- - - _ - 1 Imo_ �,, _ I I O Z TO REMAIN - -- _ - _-- - - - - F- 19 I 1 1 - - - - - -I-- - - - -- - -- - , a: 0 512 I I I OR I \ i W W d II , I 3 i i 51/4 x14 PSL 11 13 i i 5 I J (n S12 S12 �� 11 ; 5 Q z Z NEW (3) 2 x 121 I I I I I 4 I SI2 Z w Q !1J 11 , 10 11 i4 TYP Il 1 1 I 912 1 ( BELOW 1 1 I 11 IGT i I' 1 Q © 0 (n 1 ' I 512 i i I 2 16 �_. --- i 55 z f-- SI2 I I RIDGE-SEE 5I2 I 17 i O Q U5 ' i i a SI3 i 11 8 1 F- X V .- I - - - --- - r---- - - lm 1 O I II �- SI2 1 0 M co NEW 2 x 8 MIN I _ + 24"o/c �% i (E) 2-2 x 12 3 I i �- i--_— = 'V Q uj r 4 _ NOTES : � ------r _-,------- -�---�---- 2 � - --- GT ' 5 y QI HATCH NDICATES EXTENT OF NEW FRAMING ON EXIST.BUILDING 2 1 i i � i� 2 cv\ ~13 i a 10 �' " y � 11 12 F 1 SI2 REVISIONS 0�0 g X _ _ ° 1 1 TYP 11 I - 5 Sly 912 I -RIDGE 1 i Q ALL EXISTING (E) FRAMING IS ASSUMED. CONTRACTOR TO ° I I (E) ? x 12 , 11 _-`, _- � L VERIFY ALL FIELD CONDITIONS PRIOR TO PROCEEDING W Imo) ? x 12�; E2 o%c12- i3� /o c� i 1 S12 �' I� � �1' 4 I �A 2 t 110370/c 'I 1 -�+ I s 03 POST UNDER SEAM SETS ON BEAM BELOW L ' 'I 1 I I 512 / 512 ; 3 ' i1 I Ii O JOI$T i - - -- - - _• -- - --- - GL51/8x12 JI - - - - -- - ---- G 6 ' -Sly ® PROVIDE 2 x 4 FLAT BLOCKING AT ALL HIPS AND VALLEYS. 1 1 I 1 1 -- - `-, _ - -- - - * T 5 — I � EDGE NAIL PLYWD.TO BLOCKING. ____ __====�L= _ --='�i i�== ___ --__ ===J___�� v SHADING INDICATES OVERBUILT AREA.ADD 5 sf TO TOP I I I I 13 13 13 I x O S13 DATE 08/12/02 CHORD LOADING WITH 2 x 6 0 24"o/c AND USE INTERMEDIATE 20 ��___ �, _ �� 312 512 12 �•� SUPPORTS Sl2 T n-P SI2 S12 - ---- - - -' SI2 JOB NO. - -- -- - - --- - __- --- - - _ ; --_ DRAWN CN © DRAG STRUT TRUSS, 6 6 DESIGN TRUSS TO TRANSFER 460 PLF FROM TOP CHORD 3 4 513 13 Sl3 APPROVED JN TO BOTTOM CHORD.NAIL ROOF PLYWD.TO THIS TRUSS WITH S6 10d is 4"o/c 2 x 6 RAFTERS is 24"o/c Q SET TRUSS OVER TOP OF WALL BELOW. DESIGN TRUSS TO ROOF FRAMING TRANSFER 460 PLF LATERAL LOAD FROM TOP GHORD PLAN TO BOTTOM CHORD.NAIL ROOF PLYWD.TO THIS TRUSS WITH 10d 0 4"o/c ® 5/8"APA RATED(32/16)SHEATHING.ATTACH SHEATHING W/ EXISTINCs NEW j.-__ _-_ _______ ► lOd 0 6"o/c EDGES AND 10d 1v 1T o/c FIELD Q PLACE MULTIPLE STUDS UNDER BEAM OR TRUSS TO MATCH SCALE: 1/8" = 1'-0" WIDTH OF SUPPORTED MEMBER(TYPICAL) NAIL TOP CHORD OF TRU55 TO WALL WITH 2-1(od AT EACH STUD ROOF FRAMING PLAN BRACE NON BEARING WALLS TO TRUSSES-SEE 3I/8"=1'-0" - Gil .SI2 512 z 12 ALL GLU-LAM BEAMS SHOWN HAVE ZERO CAMBER(c=0) TYPICAL,UNLESS NOTED OTHERWISE DESIGN LOAD CRITERIA FOR TRU55E5 13 TYPICAL ROOF HEADER- 4-0"OPENINGS;4 x 8 TOP CHORD 25 psf LIVE LOAD OR- 4'-0"S to0"OPENINGS:6 x 6 10 psf DEAD LOAD 8'-0"OPENINGS:6 x 10 BOTTOM CHORD 5sf DEAD LOAD p 14 SOL DNG WALL TO BE SUPPORTED BY TRUSS. COORDINATE `H FOLDING WALL MANUFACTURER-SEE OREGIc) SI2 <r UNLESS NOTED OTHERWISE f, t 15 EXISTING TS 5 x 5 x 0.188 COLUMN ALL FRAMING SHOWN 19 PRE ENGINEERED TRUSSES (►1~�` *• 16 PROVIDE TOWER FOR FUTURE ELEVATOR, FRAME ROOF WITH 0 24"o/c 2 x 12 tv 24"o/c AND SEE NOTEF01 1 EXPIRES.12!;'.) 11 51/8 x 9 GLB ELEVATOR HOIST BEAM. DESIGN GT FOR 25000 (LL) DRAWING NO. AT BEAM REACTIONS- SEE 10 SI2 Berush SU. 13401 BUF 2002-00425 29 of 54 DO NOT SCALE FROM DRAWINGS - S4 'VERIF'r' ALL DIMENSIONS W ARCH. NOTICE: IF THE PRINT OR TYPE ON ANY _- I • I �I II IIIIIIII JillII 1IIIII I I I I I I 111 11 I IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 0�/LT1 1 3l I , Q 11 IS D - - -- ---- - -- O QUALITY OF THE No 38 ORIGINAL DOCUMENT >f; 18Z 811ti L7 9�Z 4Z ibZ rG(� �Z IIIII IIIIIIIII�IIIIIIIIIIIIIIIIIII Ililllllllllll III I�I'II II II II IIIII IIII IIIIIIIIIIIIII IIII IIIIIIIIIIiIII IIIIIIII II IIII►IIIIZI I t ' t 6tIZ UStlIIIIII8I III �;IIIIIII(III I�4i llIII�II i 11111111111_llllllllllllllllllllll 11 (llllWllllllllllllllll11111111 . �' I ll� 11�ll�llll IIIIIII II I.11lllUlll I IINI I� • N W / � N 1 N � z � To U U p • h�+y rl 2 x 12 RAFTERS z 3 U) Ir U __-- STRUCTURE STRUCTURE � � W w BEYOND- - BEYOND z L END WALL TRUSS�, - 1 Go a ui - - -- - , 0I -�- - - — —CMU - - ---------- - -- ---- --- ---- p OPENING TO BE --- -- FUTURE 6'-V'OPENING CTO BE VERIFIED) Q N INFILLED AT � - DSL KING STUD AT FUTURE EXPANSION -- I _ '-_ -- BRIDGE \ � CONCRETE RETAINING VENEER--� EAGN 1,401-DOWN ETE ET - / 11- NOLDOWN PER PLAN WALL-SEE 9 ;( �r X - - - -- ---- -- _ MAIN FLOOR -_-- _ -- _ _ _ MAIN 1=LOOR ELEVATION - - __ - - ELEVATION UPPER LANDING � N ELEVATION 12 I L I I 1 1 _1 1 W N n SIM. FT-F1 — ' I� TYP. F T F 1 D W 2x12LEDCsER —' S8 z I I I I I i I I I I _-rfi rt-rt rt-ri o- O L IL E_ IL - - - -OWERFLOOR _- - - -- - - -- - - - - - - - - - - L L 1_L 1 - - - --- - - L 1_L 1 --- - - - -- - SOWER FLOOR -' Z C� _ _ _ _ _ _ _ __ - _ _ _ _ -, _ _ _ _ __ - _ _ -- _ _ -- _ - ELEVATION _ _ _ ELEVATION Q w Iri=LOWER ANDINCs - - - - - - - 0 RETAINING WALL I n WALL O ELEVATION CIVIL ,SE8 R CMU PIERS SEE CIVI� =SEE cr 11 14OLDOWNS PER PLAN PLAN z Z 58 _jIr 1-- W U.J Q Q W z `� Q 11 1 z z � z m 1 NORTHVATION W1 ill � NORTH PARTIAL ELEVATION Q o � 3 z 0 S� oQ uj �- T_ U r C) (30 0 0 M Q W REVISIONS 1 � � -- - 2 3 4 5 I DATE 08/12/02 JOB NO. DRAWN CTI APPROVED J N STRUCTURE -` BEYOND ELEVATIONS i SOLE: NOTED --k II-AL --] I-IOLDOWNIPER PLAN - MAIN FLOOR - - \ ELEVATION 18 ---- ----- - — \ _ GRADE BEAM + 4� 12.13" Sg - VENEER 1 g Sg ( 89 1 Rill' l' LOWER FLOOR - - - - --- - - --- ---- - - - - --- - - -- - - - Y r F'A ELEVATION I-ONGRETE �..��`' ..... i"ERS DRAINING, NO. /0".3"*'N '5OUTH PARTIAL ELEVATION 8enish Str. 13401 S5 UP2002-00425 30 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY 111111111114I S I I ( I ! 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CONTRACTOR TO N ---- VERIFY ALL FIELD CONDITIONS PRIOR TO PROCEED Ln 0 / 6 0 El INDICATES SHEAR WALL TYPE -SEE SHEAR WALL SCHEDULE CA 1--> p/ 12 w 510w J/ ® H +-`0 -INDICATES OLDOWN/STRAP,SEE PLAN FOR TYPE. r V.) r `I S10 / ^� V Ol r-,5❑ EXISTING WALLS TO BE REMOVED O w (E) FRMCs 3/4" T#G(INDEX 32/1(0) WITH 10d (o"o,/c EDGES,I0a 0 Zola FIELD — B 2A II TYPICAL HEADER- is 4-0"OPENINGS;4 x 8 I , SI0 � 5 Ira 1(d ' 810 4-0"s 6'-0"OPCNINGS:6 x 6 �- w 2 2 5 n TYP i 8 8'-0"OPENINGS:GL 51/8 x 6 p h;l ----- . ............. '� �. W W _ NEW GL 5!/ x15 _ : G TIP STU 8 UNDER TRUS O MATCH Z N 1 8 PLACE MULTIPLE D U DE S T F� I 9 6 I 10 CsL 6 3/4'x- 161 2 WIDTH OF SUPPORTED MEMBER(TYPICAL) Z ' - CL I (o x 6 POST WITH I 2 I 18 � � POST UP TO FRAMING AE30V1;,-SEE °� AND 10 � � cn SIMPSON ACE(0 I Sll SII 4 SID i EACH SIDE 10 6 x 6 POST ABOVE 9 ( fjI'� SI0 - !4"_TJI/FROG 5m � — << _ - �b 11 4 x 12 DRAG BEAM r $ NEW 2x12024"olc— ! A,I 8cc Q N SIM !m - 6L 51/8 x 101/2 1 I - —�— —« _ -- - I• (E) GL 51/8 x 161/2 HDR 2 2 A -- -- — 1 X;1: M 9 I If W N C/) ti Z CL 0 I , 2 Z z 0 <t o I 1 5 1 6 w 2 r 1. - CU/B KG. 2 -- - W Q O i(E) FRMCs 1co 0 z 0p- J Erl Cl LO W W < U) Q z z WW Q 1 PARTIAL MAIN FLOOR FRAMING PLAN 2 PARTIAL Ni,41N �1�ODR �RA1"IlNC-� fi-'Lr4N z o Z uj m s� Q � 0 S� 37107-= " Z 1 O Q U) 1 ~ / 2 x BLOCKING i V/z ROOF FRAMING NOTES : << w r S12 812 8 1 3 i8 ly HATCH INDICATES EXTENT OF NEW FRAMING ON EXISTING BUILDING REVISIONS SI2 ' SI2 LJ 4 x 6 ALL EXISTING (E) FRAMMG IS ASSUMED. CONTRACTOR TO VERIFY ALL FIELD CONDITIONS PRIOR TO PROCEEDING 2 2 i ❑3 PROVIDE 2 x BLOCKING AND SIMPSON CSI(o AT EVERY 3 ...... IT" Sir"IFSON AC(o:-I EX15TING RAFTED'.- SEE 2 y S12 N� E EA.SIDE S13 4 -- (LZ II SIM S13 4 � ® TYPICAL ROOF HEADER- -s 4'-0"OPENINGS,4 x 8 5 i t , 4-0"s 6'-O'OPENING&6 x 6 DATE 08/12/02 0"OPENINGS:GL 51/8 x 6 NEW x12024"o/c 1C3 I I TYPICAL----- 5 - -- - ----_- 05 5/8"APA RATED(32/1(0)SHEATHING.ATTACH SHEATHING W/ JOB NO. ...• 812 � NEW GL 5 V8 x 12- - ------ - --- .-_ _ 10d 6 6"o7c EDGES AND 10d 6 12"o/c FIELD DRAWN CN . PLACE MULTIPLE STUDS UNDER BEAM TO MATCH APPROVED JN • 6 x 6 POST ! WIDTH OF SUPPORTED MEMBER(TYPICAL) (E) 16"TJPS NEW CONTINUOUS ��-� ............... ....'t T-1,4NUF T_RU5°�' g-"� Q NAIL TOP G:40RD OF TRUSS TO WALL WITH 2-16d AT EACH STUD ENLARGED - LJ i SIMPSON - I 0 2-3PAN GL 31/8 A2 =1 I , AG6 9 [8] EXISTING TS 5 x 5 x 0.188 COLUMN PLANS EA.SIDE 812 W 513 - - - —�� I SCALE: NOTED NEW GL 51/8 x 9 I RIDGE- -_4 IDGENEW 2 x 12 MIN- ��i 512 I I 6 x 6 POST ; ; I 1M3 TYP 0 24"o/c ' � NEW ��- � •-• I �=�-r----::. _ . T--- - --- --Z- -- 1�1 4 x 6 Sn'1P80 FUST L` f I i i ACh N Sl3 ' I--- - T,.P 18 I EA,SIDE 2 r, 1 SI2 I , x � III - 10 Sim (E) 2 x 1 ( ) 2 o c ,,, •3)2 ox/1c - X1 OR-SW 32`'0/ , r 87 irI 11 513 —NEW GL5I/8x9 I Ir �:,; - I -03 T-Y P It -P-Ro4a --------- ------------I I bY.. ""Mu5.+�1'""a'i�' OV2 II I STRAP DRAWING NO. 8'-0"MIN 3 PARTIAL ROOF FRAMING PLAN3/16"=1'-0" 4 PARTIAL ROOF FRAMING FLAN j 3116" 1'-0" Benleh Str. 13401 BUP2002-00425 ----------- — 31 of 54 a NOTICE: IF THE PRINT OR TYPE ON ANY 111 ! I 1 I 1 1 1 I 1 1 1 I I I I I I I VIII I IIIIIII I I I I I I I 1111111 11►1111 I I f 1111 IIIIIII IIII 1 11 IIII!11 IIIIIII V I I I I IIIIIII I I I I 111 I i l I l l l V I I I i IIIIIII 111111 I I I I 111 1111111 lilllll 11 111 I IMAGE IS NOT AS CLEAR AS THIS NOTICE l l l ' �1 I 3 I l 14 I ej i I I I + I 144 V, o� o - . - - - �. - - -� _ -- - -- �- -------_- --.__�-�----.---_�r�--- s I � v e IT IS DUE TO THE QUALITY OF THE N 3e - - — - - - ORIGINAL DOCUMENT - -- _ III! EIlll++lli8il ZIIII II8II ZIII!�ILlilZllll�ll9llflZllll�lli I�IIII (IIIIIII► III► IIIIIII�II► 111111IiI I.IIIh III1IIIIi, �IIIIIIIIII)1 1 IIIIIII I II9II�i T��T � �T II8 llll�8llG lI- �l9 'bg I' !lll��G98lTII� $[ GIIII�III�IIIIIITIII II111S1L�IIt1111111111 II111IIIlll -- I l �«��1�1►III►I�II! .n, f 0 f 5 IlA 6 T ro 311 Sll Sll 511 W U co 6"CONCRETE SLAB W/ TS 5 x E. x 3/8 N 04,m 12"o/c EACH WAY Sll I i 2 o I� I / & Sl2 1 �/ SII p S8 i S8 -SEE 52 FOR FOUND/ I - ---NEW 2 x 10 0 24"o/c 0 j ^ 1(E 1 FRMCs_._- i RETAIINING WALL i �'! (2 G w 9 4 i I i TYP AT 04 z 5 i S9 Be /f 5 i Sll HC�LDOWN ¢ S9 L------- ------• ---- -- -�JS9 ir i = 2O Cc -- -- -- -- - -------J B W a N X . Z W 3"TO 4"TOPPING SLAB W/ ` ?Ta i0x (o x 1/2 BEAMS 5 ((oxw-W 1.4xW1.41011,4 CLEAR TOP) rn / cn OVER STRUCTURAL SLAB- r �) FRMCs ___� TYPICAL a SEE NOTE-COORINATE l ; ! TOPPING SLAB WATERPROOF i II W • 2 x 10 16MEMBRANE AND RAIL REQt1TS. "o/c W/ARCHITECTURAL DRAWINGS 512 i Sil z 6REV 11 �� B 1 X x2 - BEAM SPLICE 2 :14 © - SEE 9 15 /f/ i DR 2 SIl W10x12 Sll O all C\j 10 Lu c\j S m S10 -- --------14 15 �11(o"t®G B lro 511 TYP. ,12 i �o Q 1, = 112 TYP AT = z 4 x 10 , W10x12 I cam+ u SIl H0LDOWN 0 _ -- � � �� i16 I W �0 8 L4x4x1/4xI'-4"W/ 2 5 xis 11 2 Q 0 a0 , 8 8 _ a4.•I 5/8 �EXP.ANCHOR cc � � O x Sl0 BOLTS W/5'EMBED M 1'1 14 i all 'C 14 2 x 10 EACH END TYPICAL all SIl 4It- 5107-c1,4 14 Tl'P. ' 2 W C!) Q -L"J ZWI0xI2 -V _ Or --- ----- 2 ��- lfo ! t I ------ __ � U) A 10 20 i i ----- - --i / �' REV W W ¢ _ 511 9 I 1`� all J Q Q z z 14_ TJVP_ ZQ 0 z m B 0 i I I all I 2 z !-- 11A 6 < M Q W M -- S11 all SII TS 5 x 5 x 3/8 REVISIONS 1 2 3 4 1 STAIR FRAMING LAN 2 PARTIAL MAIN FLOOR FRAMING PLAN 3 i AR'r1AL MAIN FLR FRMG PLAN. 5 DATE 08/12/02 JOB NO- DRAWN CN FLOOR FRAMING NOTES_ APPROV- JN © Y///L]HATCH INDICATES EXTENT OF NEW FRAMNG ON EXISTING BUILDING ENLARGER 21 ALL EXISTING (E) FRAMING IS ASSUMED. CONTRACTOR TO VERIFY ALI-FIELD CONDITIONS PRIOR TO PROCEED PLANS 33 INDICATES SPEAR WALL TYPE -SEE SHEAR WALL SCHEDULE ® +--o -INDICATES HOLDOWN/STRAP,SEE PLAN FOR TYPE- FE], EXISTING WALLS TO BE REMOVED SCALE: NOTED L`_I 3/4" T 4 G(INDEX 32/1(0) WITH 10d im O'o/c EDGES,10d 0 12"o/c FIELD 0 TYPICAL HEADER—m 4-0"OPENINGS;4 x 8 4-0"S(o'-0"OPENINGS:6 x 6 A 8'-0 OPENINGS:GL 51/8 x 6 [8-1 PLACE MULTIPLE STUDS UNDER BEAM OR TRUSS TO MATCH WIDTH OF SUPPORTED MEMBER(TYPICAL) 9 31/2 x 14 PARALLAM(PSL) 10 21/2"CONCRETE OVER VERCO 11/2"TYPE B(18 GAUGE) OR-S7dw GALVANIZED COMPOSITE METAL DECK (2 SPAN MINIMUM) TYPICAL AT BRIDGE U.N.O. �"^,,.-, t> 'tib 1/70 PUDDLE WELD AT EACH RIB AT PERPENDICULAR SUPPORTS AND AT 12"o/ AT PARALLEL SUPPORTS. 12187 c BUTTON PUNCH SIDE SEAM*12"o/c.REINFORCE SLAB WITH 03 is 24"o/c EACH WAY(11/2"CLEAR TOP) CWF ,:Jl�` �' DRAWING NO. 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NOTICE: IF THE PRINT OR TYPE ON ANY (rlrlil !IIIIIIII IIIIIIIIIIIII I (ll►Illllllllflfltllllll(lfll1 IIII1lfllllllllIIIIIII Illlllf 1111111 IIII1 IIIIIIIII IIII!�IIIIIIIII IIIA I IIIIIII 111111 IIIIIII 1111111 III I � I VIIIA � 0 �} �O� IMAGE IS NOT AS CLEAR AS THIS NOTICE, L—_..-- -—11 _ L -- 3l -- I 1_ ut ---I- 6� --- I _ .L I _II gl ---�--- �L - I �U I 11 12 °C/ � ITIS DUE TO THE QUAL11-Y OF THE No 38 ORIGINAL DOCUMENT �s 8(Z e�z 11 1bz Efz �z 1Iz olz 6li 8t LT 9�t 4T 6T sT zT tT I o�i a >3 L 9 9 ib s z TaYI)M I�IIIIIIIiI-illllllll Llll�llll IIII�IIII IIIIIIIII�IIIIIIIII Ilil�illl IIIlillll IIIIIIIII IIIII�III ►��II III�III��III IIIIIIIII�IIIIII►I��II�I�IIII�►IIIiI►I►�IIITIII lllllllll I ii I � � I �IIIIIIIIIIIIIIIIII,III � IIIIIIII�IIII�l1111111�1111I1111.111 l I T III 1 J llIlL�II�IIIIIICIII � I r III II�� IIII1111�III�IIL � 11111 t 2 x 6 STUDS SHEATHING- SEE ARCH'L AND SHEAR 2 x(o P.T.PLATE W/5/8"0 x Im" SIMPSON HOLDOWN --� FIELD BEND 2-O"INTO SLAB C1 WALL SCHEDULE " ~ 0 `\ W � ��- A.BOLTS'4'-@"o/c l DO NOT SEE FDr�.PLAN WALL BEYOND COUNTERSINK INTO _ U .' . _ - PLATE ) -r' ' - -- SIMPSON STAB ANCHOR OR MASONRY VENEER Y SE? I2'ON EA.SIDE OF CORNER s SLAB ON GRADE - _ __ _ USE THREADED RODS W WHERE NOTED ✓t AND 6"TO EA.SIDE OF SPLICE ----- POUR SLAB OVER TOP WOOD STUD ,. -�f-- ,_- SEE WI H RMP5ON "SET"EPDXY. SHEATHING- SEE Q `_� ao ON ARGHL. , �1OF FDN.WALLAT DOORS WALL __ n POUR SLAB OVER TOP EXTERIOR SLAB ,� INSTALL ANCHORS WITH SPECIAL ARGHL AND SHEAR � .. • SEE ARGHL.FOR �a � OF WALL.AT DOORS. SEE ARGHL. ' INSPECTION. WALL SCHEDULE °' H CONDITION SEE 2 � MULT.STUD OR POST �� 5/8"0 ROD WITH I@"EMBEDMENT, EXIST.FTG AT 4,4 n _ EXTERIOR SLAB -SEE SCHEDULE -1/8"0 ROD WITH l5"EMBEDMNET, o - / 58 ----• - v �� i' • • V FOUNDATION WALL • r t AT SIMILAR,TIE WALL TO UPPER -- — —-- i - :�.� w.:r� •��I / n r•- �`• ' • A Q I I = _ �, -1 SLAB WITH 04'M 24 o/c-SEE 5 v -—__ - -'I`-- —11111L=1TITI=I I�I • . i.'�-�� - � X - - - • '� 4 SLA$ON GRADE 58 - N4 VERT. 12"o/c III=IIIII-= _ D z IIIII 4 . - 1 -nm--nni—niu ` 04 HORiZ� 12 o/c O — — — O 51/2" o INSULATION-SEE ARCH'L. - ' Main-niu t nit - -nin—t uii—um `� • - • `r 0 ^/ _ = ! 7— __ 6 - FOUN - wn--nin uui DATION WALL � _�--- -M4•TOP � z 8 FDN.WAL - 2 SEE 58 FOR ADDITIONAL L 2 •4 HORIZ. TOP < SEE FOR ADDL. INFO. aJ/M4� 4 o/c AND BOTTOM � . 58 I � 2 t BOTTOM � 04 VERT.0 24"o/c INFORMATION -- w o � a. 2-04 TDP AND BOTTOM a i - SLAB PER PLAN W W 2-04•TOP AND BOTTOM • ��-- - -- z MORSE a. • • �� - \ - I"— 2 (—) rr >* r-9' _ n :� U.N.O. I� IW- T F=-� It.F� T NCs Ft D U1ALL - --- ,� _ � 2 3 �� 4,FTG 4 8 WALL O o SS 58 SS N � � � 1"" '_m' 3/4"=1'-@" Q N � MULTIPLE STUD COL. CARE IS TO 3E TAKEN IN THING THE OR 6 x 6 POST SAW CUTTING OPERATION. IF THE JOINT ��_--- WOOD STUD WALL , IS CUT TOO SOON THE CONCRETE WILL SMPSON L5m®EACH ti SIDE �- FIELD BEND 2-0°INTO SLAB UNRAVEL AND IF GUT TOO LATE THE SLAB FINISH GRADE-SEE ARGHL. Z � 3/4"DEEP SAW WILL ALREADY HAVE CRACKED. / -SLAB ON GRADE CV GUT JOINT AT CORNERS4 N � PLAN L SEE 5/8"0 A.BOLT (DO NOT � � Q � • • <a • + COUNTERSINK INTO u� _ _ jT = P.T.PLATE) GONG.SLAB �U �I III-II I I�I 11 11=I ��JJ CL 0 ON GRADE < Q `� 8"CONC.WALL WITH Z Z LU CONTROL PLYWD. 11/2' O 04 012"o/c HORIZONTAL Q c JOINT SLAB REINF.- DO NOT �� }z 4'-@"WALL: 04 012"o/c VERT [� a RUN THROUGH CONTROL JOINT 8-@ WALL: 05 •9 o/c VERT ,W Q 6"COMP,�,TED - �T AND SHORE WALL PRIOR TO GRANULAR FILL VAPOR RETARDER UNDER G=RAVEL � I d BACKFILL F--- � � 0 EE SOIL'S REPORT -SEE ARGHL.AND SOIL'S REPORT EQ Z DO NOT RUN REINF P.T.PLATE `` O z _ THRU JOINT :9 U �- - SLAB ON GRADE _ �--- 4 DOWEL TO MATCH p —� 77 W/04*12"o/c VERT.REINF. < �- v v v v `^ `� 1-M4 CUNT.TOP 61 O AND BOTTOM EACH WAY W 1r w cn • i o' " `'EE STEM WALL _'- cit W W 4 PLAN OR FTG. , m- (o J C� U) --- --- I Q � Z - ( o LU Q Z W F ZQ Z co JOINT LEYATIOi�I _�-�-- =_I_'-Im-fllll�lil^ z F= 0 OC v � C)I' -1 -@" ", ,_ S 1 1 m' SS ,"-1'-@" 9" GQ 3/4"=1'-m S8 1"-I'-@„ a 0 M �7v _NEW EXIST. 2 x 6 STUDS 2 x 6 P.T.PLATE W/5/6'0 x 1@' SIMP50N HOEDOWN TS COLUMN NF' Q LL r A. �� EXIST.WALL TO BE REMOVED - LTR•4'-@"o/c(DD NOT SEE FDN.PLAN PER PLAN -r''; s'v - _ EXIST.TO REMAIN NEW COUNTERSINK INTO PLATE ) -- SIMPSON STAB ANCHOR OR ► P.T 2 x 12 AND 2 x 12 NAILED SHEATHING-SEE � - � t ® � NEW SHEAR WALL PER EXIST.SHEAR REVISIONS SET 12"ON EA.SIDE OF CORNER -- �/4 � ~ ARCH'L AND SHEAR USE THREADED RODS /t - v ®_ - TOGETHER W/2-12d 6 24"o/c OR PLAN WALL 1 / AND(o"TO EA.SIDE OF SPLICE WITH SMP5ON "SET"EPDXY. i/ I I - - -�`-r 4 x 12 LEDGER W/5/8"0 EXP. WALL SCHEDULE - INSTALL ANCHORS WITH SPECIAL WOOD STUD ✓A I I 2ORNER� {jA ANCHOR BOLTS 0 24"o/c STAGGERED �� ,�� 2 SEE ARCH'L FOR WOOD STUD --� INSPECTION WALL BEYOND V + ' cQ PLYWD. �^�� '= 3 CONDITION 0 WALL 5/8"0 ROD WITH 1@"EMBEDMENT, i t I I _ -- t 1E 3/4" x 51/2 x 1'-m"W/ 16d •6"o/c ^� l^ 4 - 1/8' 0 ROD WITH 15' EMBEOMNET, I EXTERIOR SLA$- 12-5/8"0 ANCHOR BOLTS - 5 ' - •. �- -=i A MULT.STUD OR POST G w • Tq '� 4 4 �� -� . . :: . ------- .__. DATE 08/12/02 SEE SCHEDULE III-IIIII=1111= - - — - _ NO VENEER =- 11=I II II= IIII= AT SIMILAR II=IIIII=1 — EXIST. JOB NO. ��--- INSULATION- BEEARCH'L. ��i�-i��i-��i�i CONDITION -- i FOUNDATION DRAWN G*�1 — it- Il JOIST III=IIIII=IIII 8"FOUNDATION W4LL - ` SEE 58 FDR ADDITIONAL = = v'' g SS FLAN N4 x 2'-4"W/4"EMBED i APPROVED .!N -nin—inn—lull _ — „ — — EE FORA DITIONA — — - e D L SIMPSON HU 212 AT TOP AND BOTTOM T" __ -ntit-niu-nui INFORMATION -gun-i�in-nnt A INFORMATION OF EXIST.STEM WALL t 04 VERT.•24"o/c Q 4"EMBED. DETAILS - 2-M4•TOP AND BOTTOM ! NEW FOOTING 2-*4�TDP AND BOTTOM q 'l-04 0 TOP AND BOTTOM ZD OR GRADE BEAM r EQ 7n v * EXISTING FOOTING v EQ. � _ � :,,,,_, • IIIA„--„i�-II�II�n�i�Il gnu I�I�n�� I�IIIn�n I�III�u�� I�IIIIIIu� IIIII�i�u 1_9, ___ _ _ _ _ _ __— _ __— (2)04 x 2—4"W1 4 EMBED SCALE. NOTED INTO EXIST.FOOTING { �.i- Illllt,�� v IIIE„ illl�t�„ 111111.... 1 41 FTG#8”WALL 2 - =m - FDN.WALL 8"MASONRY PIER CLOSED LOOP N5 VERT. r t x SOLID GROUT FOR ADDITIONAL 14 SEE ARGHL INFORMATION BEE S8 r e III=�1=�= f �` - -� ✓/�, inn utn not __ - (3) 05 VERT. EACH ✓ JR SBdw 2-04 - -I CORNER ("1 PIER G , ELL) • `�.�<< i jh ';, ' , o is FIN GRADE \ W 04 HORIZ.CLOSED 4 4 12"MIN N lam,.- • ..• LOOP TIES� 24"o/c _ N5 EACH WAY _ ".�� Ilniii II III= III= III== III= 11=IIIII 1 m g 04 x 8 eo 18"o/c 0 - CH,4MFER EDGES --�\ � � P.T 2 x 12 AND 2 x 12 NAILED - _ TOGETHER W/ 2 12d*24"o/c OR -�/� - CONC.DECK PER 4 x 12 LEDGERS 2 0 EXP. SLAB PER PLAN _-FOR FUTHER.INFORMATION ANCHOR BOLTS*24"o/c STAGGERED ---�\ PLAN � _ #10 VERTICAL 3 - 5kE .. .�••• ••�, (CENTERED) s5 PLYWD. 2-04 CONT. - 11/2"-z� - o `.✓ _ .._..__ ._ - -- � .. � � n � ��• -- ---- - I I II II III II II II I I II I �-- / __-----_- Z II I — �II 03 TIES 012"o/c _ P VIDE POCKET w r, - -- 3„ - 4 70P t BOTTOM 01- BEAM -EIR {.__ rr �-- _ 8"STEM WALL - RO - 1= �- L 4 x 4 x 1/4 W/ 3/4 =I -cLAB EDGzE PLAN I►`l WALL TO RECEIVE o M4 18"o/c MAX. \ I c - - � BEAM.FILL W/CONCRETE �' (5)*5 VERT. HILTI KWIK BOLT 11 _ OR SEE OPTION PLACE J 16 x 16 CsRADE BEAM (EMBED 31/4 )AT I — 4 12 0,c HORIZ 8 w I_ III - (3)05 CONT. = o --- 8 STEM 3 = NON SHRINK<�ROUT 7 .1 n z- 3-«5 AT TOP 4 BOTTOM I= -_____ _ o �!' >w4 18" o/c VERTICAL I S13 03 TIES 12"o/c WALL - - -- — DOWELS 4 l� I i!t-= 111 i 6 4 EXIST. NEW g ' WOOD STUD WALL T_ STORE FRONT WINDOW ��,.� v 2 x 6 STUDS TO FRAMING ABOVE ,% WOOD STUD SEARING WALL � O �- GYP.BD. WHERE NOTED. TOFRAMING ABOVE WHERE ao t SEE 1 � c� INVERTED SIMPSON HANGER H SHEATHING- /'' _ SEE SHEAR � 16G� 8"o/c BLKG 16d� 8"oic PER JOIST MANUFACTURER - 16d+�8"o/c N WALL SCHEDULE N AND ARCI-I'� -EDGE NAIL PLYIUD. EDGE NAIL PLYWD. -� m --- 3/4"Cs`r"PCRETE 3/4"GYPCRETE- / o/c INTO/10d 6 6" `i . 3/4 GYPCRETE BLKG. PLYWD. 3/4'GYPGRETE 3/4"GYPCRETE row PLYWD. � - PLYWD `'- � � 7j EDGE NAIL - - SOLID RIM W/6-10d INTO WEB STIFFENER WEB STIFFENERSI '" + uj INSTALLATION OF HOEDOWN PLYWD. --4__ ;; 1'tMBERSTRAND RIM OR(3)LAYERS OF IF REQUIRED BY =-- FLOOR J0157 STRAP WHERE NOTED ON --� ^ BREAK _ � JOIST -- 10d TDE NAILS 1/2"PLYWD.AT RADIUS J015T MANUF. 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ROOF r[�, I EDGE NAIL 6 P PLAN r 2 x 6 24"o/c 36"W/8d 0 2 I/16"o/c _$'-�I'11N-��$�±��I/I��_Q/c OVER FRAMING PLYWD. -- `T `_--1 2 x 8 RIDGE BLOCKING TYFiGAL EXIST. 3/4" -'- 2x6 PLYWD. - - - - ---- _ ------ SIMPSON LUS 26 6 (o BEAMS iv 16d 8"o/c TO BLKCs. , - � ------- ---- - -- DRAG TRUSS SMPSON N 2.5 O PLYWD. -SEE PLAN ELEVATION EACH RAFTER w ~'- 2-16d AT EACH STUD I \ 2 x 4 FLAT cr ^ BLKG. - EDGE NAIL 1/2"=1'-0" 0 n/ 2 x 6 TOP CHORD �� z 6"o/c EXIST. _ _ • � FRAMING _ 16d 8"o/c < r3 _ EXIST.2 x 12 RAFTERS _ -. ^ U J TRUSS PER PLAN [[ 0 ---- w w TRUSS TRUSS- Z - STUD WALL SHEAR WALL HANGER PER TRUSS Z- PER PLAN \ - - 3 - -- NEW SEAM PER PLAN MANUF- Lu EXIST. - NEW AND SCHEDULE /' \ p_ z 3EGTION A-A 12 3 1 3/4"=1'-0' it (~j W 13 13 Sl Sl 3 13 C) o cr Q N 2- 0432"o/c tEV2x11x0 -11"W/ l HORIZ 4-5/8"0 x 5" HEADED FRAMING ABOVE NOT ,,�- - 6 x 6 BEA?'l - - EDGE NAILING: STUDS SHOWN FOR CLARITY - -- �-W 12 BEAM PER PLAN �---- 2-SIMPSON BC 60 PLYWMD. � �, W N � 04 VERT. g 16"o/c '��--- - � � 2 x 6 P.T.PLATE W/ - --- 2-314'0 EXP.ANCHOR BOLTS NOTCH BEAM NOT PLATE - JOIST PER PLAN i c - O _ Q O W 5 t > 2 2-04 AT LEDGER • w--_ -- - -- //37T&D 7 --fE 3/8 x 4 x 0-S" zI-' C/) < 1 -4"MIN SOLID GROUT a - ---- --�- -- -- - W/3-3/4"0 A 301 0 0 I l 21/2" 11/2" Q ! . llil CMU OR CONRETE W Q WALL- — 2- 5 __ ._ ` F-. _ WOLMANIZED 31/2 x IQ PSL W/ n r, Q W � z Q EXP.ANCHOR R BOLTS Z W m 24"o/c STAGGERED S 1" 11.00I0 /► V O cc: U) Q 0 0 d (3 U.1 :� REVISIONS i 2 3 4 5 DATE 08/12/02 JOB NO. DRAWN CN APPROVED JN DETAILS i SCALE: NOTED OR-S13 ,,,, ,wA -_"b" i_VG'(f 0 N`O'. - 13 Benish Str. 13401 BUP2002-00425 38 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY II �I � Irl � l � llll �II� lllll � ll� lll II � I � III� Iilll� II1�1111i1r�rfl�tllllllllll �rll I lllllllllllllll IIII ��t 'IIII1�1 IIIIIII I�Illll � � II1I1 ill I i 1I1III1 ' li� ISI iii i �1 lllllll i � lli � 1 IIII1 I l ,�Le, U�/� IMAGE IS NO F AS CLEAR AS THIS NOTICE, - .._11.__--- 1 -------- 1 -- ---I_41 --- L 6.L IT IS DUE TO THE QUALITY OF THE No 36 �,j` � ./ y. aw1Y�11�1 ,+'•aa,.■ fIll�lllilll ��II�,�� ►��►I� ►��► ►�� ►�I►�� I ��i ��► I►�� ►I� �I�� l � lllf � I ► �� )1 � 9ORIGINA_ DOCUMENT L9Z 0 � lll119 Il► II1 B ib S Z t�iY11�M lll-.I I I�NIII -;ulkjt r' .;a ,,, • DESIGN/BUILD SCOPE DOCUMENT o00 CONTRACTOR TO PROVIDE FINAL DESIGN, DRAWINGS, AND CONSTRUCTION FOR FEATURES SHOWN w N M S:E SPECIFICATIONS FOR DESIGN PARAMETERS AND MINIMUM PRODUCT QUALITY STANDARDS O N w STORAGE 001 I~ - - 002cc O rn 0 r r) CD f ]l _ _D — P- CLASSRM. 004 - I • r-+ I � I cn r 1 __13 W --- - z w _ HALL _ a — I a..� Q �--� 005 _ ]a n[ ICLD � ----------------;- �"'� I U) � _ --------------- l Li u O LASRM.S I- CLA , \ I I L__-__ �006 007 Q I I I I h C cl r; 'I I _- I - COURTYARD STORAGE MECH. 010 0008CL F V RE✓ISE MECHANICAL FOR -- I i R. TOI L E T I E.EQUIP. 0 024 Z F- �- I a WALL CHANGES THIS AREA 009 i I ," - -'� -- - ------- - ' � H CD I -- f ;��, ' CLASSRM -- - CLASSRM. l OFFICE F=-- z I —� --�I- ------ -- ----- — ��_� - _.J TOILET - l n I l --- --- f-- 025 J O 011 /,r I DUCT IN SHEETROCK 1 fart -,5=1 - -- - Q Q F- I COMMON rr' CLASSRM. LINED JOIST SPACE EX,�ST. I D12 I I I -- _ -- C Svc_l T. - -- L STOR PUMPED E D W o = jI 13 CD OD C Illi (D CD C STORAGE C C CD I - J� I o W Z w m t— — — -- . 46 Q W - - - - STAIR tn DUCT /N SHEETROCK 023 O U �__ I I r LINED JOIST SPACE �- W KITCHEN HALL _ 0 013 - 020 - DUCT IN NON-RATED '^ 0 O Lu r� EXIST. - DF_1 I I SOFFIT, TYP. Q —__� ------ — -- — I TAIR REVISIONS HE 026 � ---- S o 41 R , ❑ - ❑ 2 -- —_ 4 — —— — 5 I DATE 08/12/02 JOB NO. HM1,1262 DRAWN PRO APPROVED CMH I rj-%%\L0WER FLOOR PLAN -- MECHANICAL LOWER FLOOR M1 SCALE: 1/8 = is-o" Z PLAN --- PI_ L_JMBINC MECHANICAL SCALE: 1/8" = 1$-0" I I I I M 1 .dwq I I i DRAWING NO. Benish 5tr. 13401 B U P2002-00425 39 of 54 5 4 3 2. 1 0 10 20 Seale in meters Scale in Feet m I NOTICE: IF THE PRINT OR TYPE ON ANY III I I III III III III III I I III III III 1 11111 III III IIi III III IIi I I III III IIi III III III III I I III III III III 1111 111 I I I [ Jill 11 I1111 ' 111 11111I I� 1I � I111111 1U1 IMAGE IS NOT AS CLEAR AS THIS NOTICE "lL----.—_ —_ ----- _ -- No.38 �..�.w.w.• ITIS DUE TO THE (QUALITY OF THE - -- �_ - _ __ — ORIGINAL DOCUMENT E 8Z 8Z LF'1111111 9Z 9Z I bZ £Z ZI tZ OZ et 8t Ge�t9t �t E [ Zt 1t �1 im S Z Ti I Ill Iillllill IIIIIIII Ililllll llllllll llllllll llllilll llill IIIIU�W lUlll1lllL1111I[I I111�L1 itlllllllll. I IIIIIII IIIII I I II l 1 II�IIIIII IIIII IIIII f I� II PE DOCUMENT Q � DESIGN/BUILD SCO CONTRACTOR TO PROVIDE FINAL DESIGN, DRAWINGS, AND CONSTRUCTION FOR FEATURE-S SHOWN N °,' STOR - SEE SPECIFICATIONS FOR DESIGN PARAMETERS AND M/N/MUM PRODUCT QUALITY STANDARDS E"� O N w ' 100 -_ .�.T.1• I - ....._.___ REVISE MECHANICAL FOR l` WALL CHANGES I o I II I II II I � II II 1 I II 4: II I SANCIUARYCL II I 101 I II W �• I I I I I I } I I 1 I I I W N z V�� W '/�z � 1 II I I II N II I I II 1 l II I I II LL II I i II I I I I I I it N Q N I II I I II � r1 II I I II II I I II Iii y, I II I I II I I I I I I I BRIDGE CV II I I It II I I II W t\ �II I I II Q z CCL- O II I I V s I i ------T� ---- - i DUCTWORK IN LOWERi i O O EN TR LFVEI. CEILING1^ 1 77- 1 2 NARTHEX I77 _ —�> - - Q' C� III �CON7 MTG_ ,103ENTRY x ■ f1Z1 107 1oa K,RM. _ OFFICE W H I I II C 110 111 113 , (� w I -------- ------- II - FQE O Li 1— ' -------------------- — _____– 15 - -- I —�-- I z w �c zap �, x x o w �- EXISr Isr. - - ❑ f ; T -- -- -r __ S 16 a a cn MSTOR _ 4 II t - U I I 1 1 W Q Ln 1 � I 1 EXISTING WC ; i I W w RECEP. -f z p Q m TYR2 � I _ _ i F= 112 _ QVC-1 , D N 9311 i I I Q W II _� �� --- STAIR H- I / 12r'�1,, i i u- 117 DN � Q -- 1I II HALL - of " = II U-1 - o RELOCATE' i I 109 - - U W 7t, WC-1 -1 �� EXIST. I - D f 1 Q -1 TYP.2 MEN RELOCATEDC�OLJWA I T - I , 105 , I i = - - ---- 114 Q --- --- REVISIONS REVISE MECHANICAL FOR 2 WALL CHANGES 3 n 4 5 I I 1 DATE 08/12/02 JOB NO. HMI.1262 I I Z DRAWN PRO APPROVED CMH I rj -'�UPPER FLOOR PLAN — MECHANICAL UPPER FLOOR �2SCALE: 1/8" = V-0" Z PLAN - PLUMBING IJ I MECHAN',CAL I I SCALE: 1/8" = 1'--(i" I I Ii +. I I R ,t I 5 ciw!q ti I I �! I p I I Benish Str. 13401 DRAWING N0. BUP2002-00425 g 40 of 54 q I 5 4 3 2 1 0 10 20 M2 _ Scale in_meters_ _ __ Scale -in Feet _ } Ii I NOTICE: IF THE PRINT OR TYPE ON ANY �Qo III III III III I I I I I I I III I I III III III III III III III f�l rll 1 1 I 1 1 1 1 I I III III III III 111 III III ► I III III III III III III I ( I I I ' I III III 111111 ! III III 1111 ! 11 III III VIII I it II � I � 1 � 3I � I ► 4 � � 6 � I � I Ips I liol IMAGE IS NOT AS CLEAR AS THIS NOTICE 1 _ _ l_ ____--1 . -- - --_._� _ l -- ---- ITIS DUE TO HE QUALITY OF THE No 36 ORIGINAL DOCUMENT ff IIIIII VIII III�I II I III I�Illllllll�llllljllll LI I I Lll l I ILII I�I I I I l�Ul LI�IIII I�III I VIII IIIII1IIII VIII iiillll9llltllll Illlltlllllll6llilllllllilb�� ll tIlll�llZll1l[llllllll.tllll�lllllll tIIIIIIII��LI6IIIIIIIII I 8IIlllllll�1l..1.ll1111191111�1Q 1W1lLlEll(tII III�II�IIIi�rtI:I�I�I�N,e�III �. IIIIIIIIIIIII _ r - ;.; DESIGN/BUILD SCOPE DO( UMENT CONTRACTOR TO PROVIDE FINAL DEQIGN, DRAWINGS, AND CONSTRUCTION FOR FEATURES SHL WN °' - _�'---- TO REM,�IIVICHrINc SEE SPECIFICATIONS FOR DESIGN PARAMETERS AND MINIMUM PRODI'CT QUALITY STANDARDS STORAGE ju: STGRAGE - 0 02 CC r I V 1 a ! i cc Q 4 1417 T— f T 1 - - - - io F ---- M� f2- - -- f_ - I I - -------- J- � m n 11 � UJ � > 2 _ M � I I II I 'tJ _ z 1 S R II ( ------------- w ti i cc O - - __F2_- i COURTYARD I I = w N STORAGE _— I `CC��'� 008 - F?- - 71z= Q- _:ffiL _ ! ! ----'� SOFFIT FOR MECHANICAL -- ❑ C1 Z w M F�F V W ARCHITECT TYP. , JR. ( ERYY / ) , Aq p n — - - - --- -- - -- — - _ 009 —— , .— —_ - ----- of < EXISTING LIGHTING I I X1 � _'M M M M - X1 OFFICE p_ R I - - -8p- - - - - - _. _ - W -� - -- --- - --- �� W c5 TO REMAIN I It ! , - - / - N = W ! - C2 Z ~ - ._ �- _._ -- - CD ,J B2 t t w C2 ! __ _ B2 -- n ---B2 - - .- r�� 0 o C1 -- - - - 01 - - - r - - --�___ �� CLA R R - , sTOR. Ln o _ _ I -- 2 01 a -_ - - -- , w Ll� r] 1 I _, r cc - .-f� - + -- -- I -- -- - Q OC2 — n ! p 1.0 Z - - - - +I! - --- ----- - -- - F— 019 --- — B2 H `C W 1-- STAIR77 Q KITC!-1EN - - - --ili v"2 T1 B2 B2 T1 B2 B2 T1 B2 B2 _ 023- 013 • HALL U STAIR `s' X1 Lu 020 - "XI 026 JJ__- - � ---,r �� -7� ,STdll�-- REVISIONS _ - - --- — - 4 - ! ! .\ i ABOVE 1 11-13-02 - __--- 014 WORK NOT /N LIMIT OF THIS 2 I-- ---- --- _ I - � � THIS PHASE ----� PHASE (F WORK LUMINAIRE LEGEND 3 GENERAL ELECTRICAL NOTES: SEE LUMINAIRE SCHEDULE FOR DETAILED SPECIFICATIONS 5 1, SEE ARCHITECTURAL SHEET A6. 1 FOR EXACT LOCATION OF DATE 08/12/02 LUMINARIES ON CEILING. - A2 SURFACE LINEAR DIRECT/ INDIRECT LUMINAIRE J 0 B NO. HMI.1262 Z SEE DIVISION 16 ELECTRICAL REQUIREMENTS OUTLINE. i 82 SURFACE PARABOLIC FLUORESCENT LUMINAIRE J PROVIDE DESIGN BUILD FIRE DETECTION AND ALARM SYSTEM DRAWN JJY TO SERVE EXISTING BUILDING AND NEW ADDITION. SYSTEM APPROVED HMI C2 � SURFACE WRAPAROUND FLUORESCENT LUMINA/RE SHALL COMPLY WITH MINIMUM CODE REQUIREM:NTS AND HAVE LOWER FLOOR LIGHTING PLAN ELEVATOR CAPABILITY FOR EXPANSION TO SERVE FUTURE ADp/T,�ON AND LOWER FLO R l rj`s\ ELEVATOR NEEDS. X20 SCALE. 1/8" _ V_O" Oi 0RECESSED FLUORESCENT DOWNLIGHT LUMINAIRE L-IGHTING PLAN F2 = DROP-IN FLUORESCENT LENSED LUMINAIRE 1 1 G2. o WALL. BRACKET FLUORESCENT LENSED LUMINAIRE ' I � H1 • WALL SC,; .'CE COMPACT FLUORESCENT LUMINAIRE i J1 (DDECORATIVE PENDANT DOWN LIGHT P1 O DECORATIVE PENDANT LOW-VOLTAGE DVWN LIGHT T1 L(AW-VOLTAGE TRACK LUM/A141RE 0R-LFPA22.dwg i U 1 F------1 UNDER CABINET FLUORESCENT LUMINAIRE 3 X1 IT LED EXIT SIGN - SINGLE FACE I AA Q' DOWNLIGHT-COMPACT FLUORESCENT LUMINAIRE BB a WALL BRACKET-COMPACT FLUORESCENT LUMINAIRE DRAWING NO. CC o RECESSED STEPLIGHT-COMPACT FLUORESCENT LUMINAIRE 41 „I 5 4 3 2 1 0 10 20 E20 I-_-. Scale in _meters_ Scale in Feet , NOTICE: IF THE PRINT OR TYPE ON ANY I i l l III III III III III I I I I I III III III I III III III III III III III I I I I I I III III I I I I I I I III I I I I I I I I III III I I I I I I I III I I I I I I I I I III h i l l ( l I I I I III 1 1 1 1 1 1 1 III III VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALM-Y OF THE - ' 11 iI � � � D I►I �IIIIl►111Illlll�lllllllll�lll 9 �_ll. 4°1318 8 8Z LLi 1111I� ji'i'i 111 IIII1 III1111►li111111l1111ll8ll�ti11 ORIGINAI DOCUMENT II6f111I$I11lZ11111 _IIII 11.1�iI► i ruN J111111ll11 h1111 DESIGN/BUILD SCOPE DOCUMENT CN � CONTRACTOR TO PROVIDE FINAL DESIGN, DRAWINGS, AND CONSTRUCTION FOR FEATURES SHOWN W iJ I STOR. ~ � SEE SPECIFICATIONS FOR DESIGN PARAMETERS AND MINIMUM PRODUCT DUALITY STANDARDS P=04 o N w 100 I —' M Ln RELOCATE EXISTING VALANC£ RELOCATE EXISTING VALANCE V LIGHTING TO NEW SOFFIT ( l LIGHTING TO NEW SOFFIT / z Cr SANCTUARY_ 101 z I t EXISTING LIGHTING I I I TO REMAIN I I I I W 0» a II t� I II l I I II I W o it I I II I `~ W II I I II I Q N L/1 I I I II I a II I I II ( 1 II I I II I \ Q M� l I I I I I U) II I I II I ~ Cr II I I II I U z II I U o I II I I II I II I I II I I N N • i II I I II I II I I II II I I II I II I I II II I I it I II I 1 II I i+� i II I I II I I N BRIDGE = W r� jl I I I I I i a z I I I I f i �� 0 IF—'I L II I � ' � z I 7-' ENTR __�_ - _ �_ I I 111 _ ; Q Q 17 102 NARTH X III _ i + 103 , , _ - - -� ; ^ B2 1 E ENTRY 115 6 W F-- I -\ i 1 H Z EXISTING LIGHTING _ __ __ -- -- Vi _ - --- - TO REMAIN LJ w - ---- - 92 Of O w cN P1 w W - - - - - - I U W N II = I 1 6 -- w E- Z = MATCH EXISTING FIXTURES I - -- I I I = M _..... - A2 X3 -- ; - - tY 1 - J 1 C2 Q W INT IS A6. 1 EA. SEE SHEETFOR PLACEMENT I I I _ ! - B2 82 / W Z w H�� DN 'F- - - i _ -� - - I s H1 _ z `p m I° NO. s STAIF Q I � X1, ' O 117 \ Ai 82 82 82 T1 82 T1 82 82 I X o 0 •r LLIIi HA Q O LU �� H JI I M 10- \ \� _ fid' �'�� 109 - ---- 1 1 - d 1 __ -.- ,- '•,. � I y � � --- . – —------ ------ REVISIONS 1L, WAIT TO SWITCH 1 11-13-02 �. 1 _ I 114 BELOW 2 WORK NOT /1; Imo"—LIMIT OF THIS I PHASE OF WORK THIS Pr:45F —� 3 r, LUMINAIRE SCHEDULE TYPE MOUNTING __ S DATE 08/12/02 JOB NO. HMI. 1262 DRAWN JJY Q w C-1: W APPROVED HMl QV 1(j, tP 2 2 � UPPER FLOOR LIGHTING PLAN j � � z � WI � � PHILIPS UPPER FLOOR , � = o v v, V �� o AIANUfACTURER ,_- CATALOG NO. CATALOG NO. BALLAST v, 3 _- DESCRIPTION �21SCALE: 1 /8" _ V-000 - _ - LIGH1ING PLAN A2 X 120 x x 1,3 LITHONIA AVX 2 32 SBL UR 120 GEBIORS GLR 2 !?Z ALTO 1-ELECT50 62 Surface direcV indirect luminaire 82 x 120 x x 1,3 LIGHTOLIER 12OS240 _ 2 F321ITL 7J51ALTO 1-ELECT _ 501 62 Surface Parabolic luminoire C2 x 120 x x 1,3 LITHON/A LB 2 32 120 GEBIORS GLR _ ___ (2)F321ITL 35 AL TO 1-ELECT 50 62 Surface Wrap around luminoire p1 x - 120 x x 1,3 SPECTRUM_ SP7VF126E1/7920CL/PF/RM/FS 1 PL-C 26W 35 4P_ 1-ELECT 50 27 - Recessed DownA t SCALE: 1/8" = C-0" F2 X 120 x x H1,J LITHO.NIA 2SP8 G 2 32 A19 120 GEBIORS GLR _ 2 F32 L_735/ALT0 1-ELECT 50 62 Drop-in lensed luminoire _ 62 x 120 x X1 I 11,3 LITHOKIA WC 2 32 Al2 120 GEBIORS GLR _ 2 U217LMLALT0 T 1-ELECT 50 62 Wall mount bathroom luminoire H1 X 120 X X 1,3 SHAPER LIGHTING— 64214 CFI/26 120 CCL I) PL-C 26W 3�ZP1-ELECT 50 27 Wolf sconce luminaire J1 x 120 x x 1,3 D. M. LIGHTING 6521 CG ELB 120 PC ',' PL-C 26W 35 4P 1-ELECT 50 27 Decorative Pendant P1 x 120 X X 1,3 TRANSLITE-SONOMA TR6 154 16 AL S4 _ 35MRCI5Z In/FL36 _ 50 35 Decorative-Low Voltage Pendant T1 X 120 X x 1,3 LIGHTOLIER — ` 87JONY with 60KK_( or 60028K8 frock 35W/12V1�npsu1e -- 50 35 Track Li htln -Low Voltage U1 x 120 x x 1,3 LITHONIA 2UC 32 AR 120 HPF 1 F32/TL735 ALTO 1-ELECT 50 32 Undercobinet luminoire AA x 120 x x 1,3 SPECTRUM SP7VF126E (1) PL-C 26W/354P 1-ELECT 50 27 Recessed Dow ht - OR-LFPA2,.dwg BB x 120 X x 1,3 D. M. LIGHTING 6526 1 PL--C 26WI3514P 1-ELECT 50 27 Woll sconce luminoire CC x 1 120 x Ix 0 BRONZEL/TE WLA2026F _ 1 PL-C 26W 35 4P 1-ELECT 50 27 Recessed Step light _^_ MM x 120 x 1,3 RUUO MAC8615--M with PT_f l mountin2 adaptor 15OW Pulse Start included 1-MAG 185 Shoebox AreaLei h-t - MMP x 1,3 W J WHATLEY E 36 24-2.1-60 S - OA Len th 24, Embed 4' Fiber lass pole for-T e MM X1 x 120 x x 3 LITHONIA LES 1G 120 EL N SO 0 1.2 LED Panel -- Sinjle face exit sign Benish Str. Lt1i 1 NOTES: SUP?nm 1. Fluorescent lamp color temperature shall be 3.500K, CRI shall be 80 or better. 12°I 2. The Schedule designates products by a specific manufacturer. This Ls not intended to limit the consideration of other manufacturers. Products made by other manufacturers will be reviewed under ;I _ i provisions of section 01600 and approved based on compliance with specified criteria, suitability to specific application, and quality performance established by shedu/ed products. 3. Coordinate mounting with architectural details. 5 4 3 2 1 0 10 20 Scale in rneters7! Scale in Feet E21 NOTICE: IF THE PRINT OR TYPE ON ANY (I f III III III 1 1 1 1 1 1 1 III I I III III I � ' I I III III III III III III III I I III III 1 11 1 1 1 1 III III III I I III III iII III III III III I I III III 11 I I I I I III III 1 11 11 1 1 III iII VIII I IMAGE IS NOT AS CLEAR AS THIS NOTICE, ITIS DUE TO THE QUALITY OF THE _ "'"'�"'� a ORIGINAL DOCUMENT I 9ff� Tt 111119111- I�I i DESIGN /BUILD SCOPE DOCUMENT C-400 CONTRACTOR TO PROVIDL FINAL DESIGN, DRAWING, AND CONSTRUCTION FOR FEATURES SHOWN N °' SEE SPECIFICATIONS FOR DESIGN PARAMETERS AND MINIMUM PRODUCT QUALITY STANDARDS N w STORAGE 001 STORAGE C " 002 Of z .� J C� S�SRM. _.___._ CLASSRM.�03 .� � � G • ;-� -�_ --- i - ___- - -- _ --- -- - I / z _ r ---------- ----------- ---- : PANDUIT SURFACE RACEWAY I _ _..____-___ I ! ;I a 'y W/ TEI.E../ L14TA AND POWERd��r/' OUT[£TS AS REQUIRED, +18' a L ; j _ _c z ' 4 r� CLAS PM i (! `------------ ; 007 i 1 L_.__________ '1 I I I METER BASE COURTYARD (FUTURE) PROVIDE POWER FOR ELEVATOR = HYDRAULIC UNIT. VERIFY 1255A 208V V STORAGE 008 __ �� -i� i �\ - I I 3 PHASE. PROVIDE 120V CIRCUITS FOR w a z ........9u1 ---��` — ELEVATOR REQUIRMENTS PER OREGON 3:u FI EVATOR CODE AND N.E.C. 'Q- w MECH. JR. T01 LE T V p ADJUST/ RELOCATE/ EXTEND I i 010 009 I___ - �_- --__�._�_ i �-- 6000 MA/1" SERVICE BOARD Z � ELECTRICAL FOR REMODELED AREAS (1YPICAL) - d -- -- �-J _.® Q lay Lu firHALL CLASRM. OFF ICE PANEL. RL = U) ~ 017 021 - 022 E.E UIP. 2004 Z - __...- �'__= � 4 - - 024 0 � f- _ _ 42' W Z O W TOILE CLA�S�M. CLASSRM. �� 0 _ 1- M Of 011 rr. 015 -- 016 +4 C� b-153 -- 025 a Q cn �. COMMONS �� G - w W n —� 11II I U l..-_U lJ._J 0 r STORAGE � � `3 � 0 < w Z ILII �� C� (r� STORAGE / W Z Ld 019 M STAID Q KITCHEN - i i HAL ~ � � o L 013 I 020 p = a r� I I U STAIR Q O w r D.F. II .� 026 LL_ -El REVISIDN", TAIR - I 014 _ 2 4 5 DATE 08112/02 PROVIDE W.P. LOCKING IN-USE ELECTRICAL LEGEND - JOB N0. HMl. 1262 COVER ON EXTERIOR RECEPTACLES. - DRAWN JJY $ SINGLE POLE WALL SWITCH QPPRU`.'ED HMI $,S THREE WAY WALL SWITCH rj`s\LOWER FLOOR POWER PLAN K KEY SWITCH LOWER FLOOR E23 SCALE: 1/8„ = 1"1 $Dim DIMMER SWITCh POWER FLAN $orr- OCCUPANCY SENSOR-WA(L MOUNT. DUPLEX RECEPTACLE SCALE: 1 /8" = 1'-0" 0=6F, DUPLFX RECEPTACLE, GFI TYPE QUAD RECEPTACLE Q J--90X EQUIPMENT OUTLET, SIZE AND TYPE AS NOTED. I MOTOR STARTER/ CONTACTOR [F-p DISCONNECT SWITCH WITH FUSE O R-LFPA2 2.d wg O OC!'UPANCY SENSOR-CEILING MOUN1. 4 MOTOR.. FANS, PUMPS, ETC A TELEPHONE,/DATA/CAN OUTLET Benish Str. 13401 BUP2002-00425 43 of 54 DRAWING NO. 5 4 �3 2 1 0 E23 Scale in meters Scale in Feet NOTICE: IF THE PRINT OR TYPE ON ANY ! T(I SII � I � III SII � I � � I � I I � 1 � III ' II ! ! I Ili III III III III III ! 11 I 1111 ' 111 111 III I I III III ' I I ! � ! III ill Ili III !11 III ! ! III ! �! ! �! � ! I 'I III IIf11ll III 111 hill I IMAGE IS NOT AS CLEAR AS THIS NOTICE. __._._ • ITIS DUE TO THE (QUALITY OF THE - "°'° 8Z - -- - - ORIGINAL DOCUMENT £ 81G 8ti L7, 2 67 EZ I 7. TZ OZ 6i 8I GT 1 9t �t 'bt Ei tit ; tT t 8 9 L 9 9 id $ Z t��i�el I�►li ►ILII 1111►lll�llll�l�ll��lll�llll ►II►Illlll�llllllll�llll�l►1111111.1111 ►III ILII III►II►►I ILII IIII�IIIIII►Il�lllll�lllllill IIII�.II►l llll�lll�►111L1111�llllllll�Il111WlllllWlllll�llll 111111 ►1�1111111�11� � 11 lll►TI ►l 1 Ill 11111111111111111111111►11111111.11 Ilil III II III 11 1 KIM , DESIGN/BUILD SCOPE DOCUMENT cn o00 �p CONTRACTOR TO PROVIDE FINAL DESIGN, DRAWINGS, AND CONSTRUCTION FOR FEAIURES SHOWN SEE SPECIFICATIONS FOR DESIGN PARAMETERS AND MINIMUM PRODUCT QUAL_VY STANDARDS Q CN STOR. N :+ 100 C) ADJUST/ RELOCATE/ £A' •71 ELECTRICAL FOR REMOUELEU o cv44 AREAS (TYPICAL) rn 63, z 51`A I I 1 V 1 w .., v L cy- r' ; f I I II 1 a I I I I I I I('-'TMJ4 SANCTUARY 101 to cl Z CN o W I I I II I I II � Z i I I II _j N I I I II I I II I I I II a_ Q II I 1 II C� I I I II I w i� I i I I II -7 I I I I i = Z I I I I II I I 1 IIr Q o I I I II I I II I I I I II II I I II II I I I N W N I I Vc/) rn it i i I� IZ - _--- --- --- - ------ ____J ___ --- r- --- ------ -- , CL o _ L,� BRIDGE I PROVIDE POWER FOR H.V.A.0 Z f I EQUIPMENT - COORDINATE FULLY U O 0 II '/ i O WITH DIVISION 15 CONTRACTOR(S) Z F--- I , � ENTRY _ I V I Q Q C� ' 102 ul _ --�_- I ----- -,- II � lS- t —, L�LJ F— cap _ i— ENTRY -- + OFFICE 113 MECH. 115 _ I- I I - ' --- - -- - - . _ - --- -- -- I C) NARTHEX =�q LLJ I 4WK.RMi.42� O z w 104 103 � � 0NF M o8 r '- 110 _4 ..._- ¢o L 107 I �" RECEP. �� y STOR. < M Q cn OFFICE ! �� 0 FI2 11? ® �- 116 w Zl�l C� I 106 I 0 ,MICRO. UNDERCOUNTER - Z = I L; FRIDGE AND I `� z �iv I N a ReF. w MICROWAVE ¢ LLJ Z w Q i a j fat( -- ABOVE O m DN + -� + Q C4 rq D. i i IJL ��?_S7� - - STAIR �W F-- 1I = �— I--_------- DN Z 1+ 1117 Q C) I I a I I I I HALL N- Opt � U. I � 109 n p ' MEN I DN a G Lu I 105 - tr_�J_J- �� REVISIONS WAIT --. - - 114 2 I DATE 08/12/02 JOB NO. HMI. 1262 I DRAWN JJY a i APPROVED HMI rj-%N UPPER FLOOR POWER PLAN UPPER FLOOR E24SCALE: 1/8" _ 1'-o" POWER PLAN I SCALE: 1 /8" = I '-C' , I 1 I II I OR-LFPA22.dwg f I Benish Str. 13401 BUP2002-00425 44 of 54 DRAWING NO. I 5 4 3 2 1 U 10 20 Scale in rrieters Scale in Feet I II I p. .,: "'w"'u _ ._ - .. , .. ::., .,,.•w,:.«:w,;..,,,, ... .. <.......; .:, ._: ,.:..,.mow_..,..... _.._..._ ..•._.,>r _ ....___. _-.. _�._ . __ ._ ,. ., ., ,.�...� >:. _ ,,,,.r,M. ,_ „_ ,:� - ;,..:.., NOTICE: IFTHE PRINI OR TYPE ON ANY tlrfilflll ;(III IIIlilflflf`' t fll (Illlfl►(I (f f(f(fltlf�f(I�t f(I�f�fff(Ilf f '� Ifl�fl( Iffl�f f(ffllf fllff f f�l `f�l Ilffl�l [Jill�l 111111 I I � Illll I (III�I IIfrTTI IIIIIII IIIIIII VIII I /' A �J�D� IMAGE IS NOT AS CLEAR AS THIS NOTICE, I II 1 I I II II 3 II 14 I II II 6 II I II I ( II I 1p ITIS DUE TO THE OUALIlY OF THE Nn.38 ORIGINAL DOCUMENT -..,_ f 6�Z I >r� Lf Z 9lZ 9f Z Y�7 E�ZUlti 8�I 8ff[ G��T 9f t 9�I �i Ali I III Z t T T T fl 8 G H 9 t fi 7, i�I�nrr Illi�llli�llll IlNlllll lilllilll lllllllll liillllll lllilllll IIII�IIII Iliilllll IIILIIIII illllllll lllllllli ilil�iiliiliilllllllillllilil Illllliil lill�illi illi�ill� l II:II� I t iiIIIIIII1�I1fllLlVIII�IIII�IIIIfIIII�IIII�I �11 11-� llllll I� � I �� 111 11l (1111 LLWJ1l1i11.f11ll1111llll1.LLLlllllllp Y PCMH RIM= 243.00 SAN MH (E) h E,•„� '"'' RIM = 241.4 --CENTERLINE OF' INV. IN= 241.45 (SROM 500TH) FINV. IN= 228.6 BIO SWALE INV. IN= 241.16 (FROM WEST) I INV. OUT= 228.5 "41 �- ` • 1'""'`+ INV. IN= 241. 16 (FROM S. W.) �.. J ----- INV. OUT= 239.00 - -STORM MH (E) RIM = 241.0 RIP RAP OUTFALL INV. INV. IN= 234.3 ^ �\ • • � � OUT= 250.57 8" RIFF RAP ; INV. OUT= 234.2 ` • EXISTING DITCH- ' ' INLET TO BE USED 18" -DEEP-44-SF_ - - ' RIP RAP OUTFALL i 't LOCATION OF, EXISTING WATF_R LINE INV. OUT= 237.0 I TO BE VERIFItb'`BY CONTRACTOR • .� AS OVERFLOW -... 8" RIP KAP 16" DEEP ��U TLET FOR BUILDING PAD FOR PRIOR TO CONSTRUCTION. - i. Y,, CHECK DAM �� 60 SF MIN. DETENTION POND RELOCATED STORAGE STRUCTURE - E PER DETAIL t �,� ' - OVERF _ _ HB HB r_., - C3 Y OUTLET STRUCTURE 000000 0000000000000000 ,. -- -- - ---- W �.. 5/ (T P•) . UC J 250. 75 'T tj.P. o C' �, ! , r., . _ _ - SYMONS ENGINEERING �.IW A WWA C900 1.E. 245.20 T.O.P. - ; SS CB 3 ` U � ' sr _ CONSULTANTS, INC. coo # �p Dl rCH UNLET PER ,n • RIM= 257.80 C5 - - _ -i� ,, ` DETAIL \250/C3 i> o / -* LOW FLOW CHANNE' SS INV. OUT= 255.10 (6" PVC) - � 1 RIM= 2�' .50 ;, � - INV. OUT 241.30 u � � �. � _',-- 0� _��/ -- - � 12805 s.e. foster road f, EXTENDED DRY DETENTION ortland, or on 97236 r POND HIGH WATER 1CATCH BASIN PER --- ( (y„ i .� w' t,.1 �/ ! ELEV=239.50 (SIZED FOR phone 503 760 1353 M1 T 1 w DETAIL 7/05 HB I ;� ` I ALL FUTURE BUILD OUT AS r , . y SHOWN) facsimile 503 7621962 PROPOSED BUILDING (FUTURE) a Ii CB #7 (FUTURE) l ( \. 3" AC PAVEMENT PLACED (o Ln RIM= 245.52 ~ AREA Df�,�IN TABU IN TWO 1 1/2 UE-T ON � CB #2 INV. OUT- 242.41 6" PVC) PROF -- - / F AD #1 6" CRUSHED AGG/?E,ATE --- I RIM= 258.37 242.40 ( IRE T.O.P.) - - / -{ x� o �^'�T+•�r -- _ -EXISTING 4" PERFORATED �� G 1 N P T __--_ --- 9ps�O�SE' F^OS _i \ ��16,091 RIM: 252.20 BASE. FOR TYPIC'A'L � INV. OUT= 256.23 (6" PVC) f.E. 242.9 (STORM) � `� �sf'wE.vr � , , DRAIN TO REMAIN INV OUT 246.48 PARKING LOT PAVEMENT - I SECTION SEE DETAIL 4 �- AD \ { \ #' SAN MH J RIM: 252.0 oREco� INV !N:245.87 it s RIM ^ 245.5 I �_-- -- �yy -._` EXISTING AREA --PROPOSED RETAINING INV. IN= 235.5 , ,, � •'+,` INV OUT.•245.87 � � Z --- --- � �� DRAIN _ _ WALL 9N ��CC� _ E. � INV. IN= X35:4 "' `, o � _ rI (FUTURE-REQUIRED INV OU 235.3 i� AD #3 CB� #1 , - _ - �. J FOR PHASE 3 ONLY) RENEWS 6/30/04 RIM: 252. 10 ----- RIA = 259.60 L I T 0. W.=245 ` CB #6 (FU TU ) -- I N V•I OUT= 25 7.40 �� "� L E. A T EX! NG SEW k -PROPOSE `- ---- I INV IN:251,•31, (W) NEW FIRE HYQRAkVT PER RIM= 246.55 a ` INV IN:246.00} (N) DETAIL 6/C5 '- ---�_ > INV. OUT= 24 .35 - - LINE AND XISTING 1___---- -- PARKING - --- CLIENT INV IN:245.00 SW d - _ STORM LIN _JU BE-- �'�,"" UREj I INV OUT:245.00 ) II 242.25 OR LOWER. s w 252.00 T.0.P. 1.E. -� _ AD #4 BICYCLE RACK 244,4II CONTRACT R TO VER1F - 1. PRIOR TO -�� THRUST Bt OCH( _ � � � / M� A TES RIM:252.20 PARKING LOT LIGHT I'� 1 E. 251.67 6" PV ST - _ CONS TRUC ON. .-----,.SEE DETAII. 5/jj5_---- �� ' ti� •� INV OU T. 245.21 (TYP.) - STORM MH(E) 24 75 T.U.P:- -_ -- __� YP•) HB s ��' � �� \ AD #4 RIM = 246.1 CO (___---- -- �---- 4" ADS ! 244.65 INV. OUT- 239.5 ------ V I - 6" FIRE LINE 24 T.O.P. i '"'" NEW SANITARY MANHOLE - ~ ( S=0.02 � -- � ____ _ - ,, �•, 1 � / -------- � EXISTING S TI NG HOSE i --BIBB (TYP.) �. \l , `•..,.. / ♦ RIM: 348. 75 / _ -.--- ,� _ 4" ABS INV' IN: 240.88 (NEW) NEW FIRE HYDRANT- RER--- 1 S=O. INV IN: (EXISTING PIPE) �� / DET IL 6/C5 _ __.__ PROJECT / ; N INV OUT (EXISTING PIPE) I PRECAST VAIR T------ I.E. 251.57 AD #3 SS _ / WITH DOUBLE J NEW SAN LATERAL I _ l PREVENBO�KFLUW -� 6 PVC C S 0.02 MIN. CHECK 1 - ♦ o' i � � Z NEW I --. � DEVICE_ �I vOUR REDEEMER 5 WIDE CONCRETE _ � a l� Q ADMINISTRATION g`~ ------ ' SIDEWALK SEE DETAIL ---_ BUILDING 9/05 h o I.E. AT EXISTING _._.--..._...__ 6 FIRE LINE ! ' - `- _.___�- 0 0 SEWER LINE 1 4 ' LUTHERAN CHURC EXTRUDED CONC'RC, AD v- � v� �� 240.88 OR LOWER / # �- CONTRACTOR TO CURB SEE DETAIL / ...-__..__...._.....�................ .. ..... _. ._._._..._ � " ._..-_.._..�- _� ..._BLOW OFF (E) l , ! 3/C5 / AD #14„ Ag5 I _............. 0 r - '- - .. - w .__.._.._. 2 FF=252.291 � _ ...... -.....'.....'-..._... .-' ONSTRUCTIONT 1 I` � SITE EXPANSION \ Ss0.0 I CAP FOR FUTURE I ! 1 NEW EXPANSION ! 1 PROPOSED BUILDING CON TRA TOR TO L OCA TE EN OF SITE ADDRESS 1 / 70 / ; 6" WATER MAIN AND PROVlD �; SEGMENTED PRECAST 12" INLINE�R�IIV B ' 'NOR�LAS4�QR� i -E/T-1 (FUTURE) I / I s AS-BUILT DIMENSIONS OF PIPED CO TI T H 13441 S.W. BENIS H STREE4 RETAINING WALL, L. ... APPROVED EQUAL. SEE AREA DRAIN � CONNECTION 0 CHECK VAULT. , HEIGHT VARIES FROM TABLE FOR INVERT AND RIM ELEVATIONS. 3 `� I 1 ` __ 1 TIGARD, OR 97223 . { r l i EXISTING CHURCH BUILDING fl--'- FF=262.65 /.. .. ZV) m / ' �' 1 _........ . _. ._.,.._.._ _._. ...._ wI �' I , _._- ..._. ._ .__.._.._.__...,_. ._.... -rum.- ME .Mx, -�r�:n SHEET NAME TER (E) ,i I _ _, WALL DRAIN (q...__.. _._ . ._ _.._.._.. i 1/ 1... r / � I ' \� •• r.... fi.',^.ti.Tr:..T1• 'tt' 'f5. 4 PERFORATED GAS (E)- / ' / LOCATION• OF,` EXISTING � DRAINAGE ABS [�j / ,.' f; ` WATER StRV,ICE TO BE / I UTILITY PLAN _ z f ,1 -1 r TELEPHONE RISER �� ! S-0.005 � �� ;f�,.��•(' ' ( � VERIFI D B� CONTRACTOR I � a.y �[� - �� " IE: 252.00 . rf•,•' ..��.. " / _ gENISH S 1 : NEW EXPANSION PRIO TO CONSTRUCTION. W PA'NSION ° S. YY 1 ... ..._....._.....-...._...._..:. __. .. _.... ...._.... REVISION �,;I T .....�.. _..... . -:,.• ....._... .; :; . .. �,._....--��,... _.•... •,_ ._:-...... .. � ��tz..:. _^: -' -....._...._...._.... .._ ....-........_...... _ - ._ _•__. .._. ' o .... 1 �n �- _.- F --+-- ' fT T..._... 1 215102 ISSUED OR CLIENT O IR W I EXISTING Ifs Gly�A\LVE.0 ON � I �r-- .... E 1 v„ ' ° DOUBLECH i , `, NORTH FH /02 ISSUED FOR C.lJ. PERMIT L...._......_...._ ..._...._ _ �` i` 1 2 4 .. - I I o --••.. _....,_...,•_ I A6114102 ISSUED FOR CLIENT REVIEW .._..... I \ I A7116102 ISSUED FOR CLIENT REVIEW IRRIGATION � 8/12/02 ISSUED FOR PERMIT iCONTROL VALVE \ F' `- LEGE D .... �\ . ........_.,...._... RAEL BE 1 I EXISTING SANITARY 1 ! , LOCATION OF NEW UTILITIES I i; - SS -- - -- - I ' I SS PROPOSED SANITARY fir• STAKED BY SURVEYOR US1N AN �j\ ! ELECTRONIC VERSION OF TH APPROVED I . - ISSUE DATE AUGUST 1 2002 ST I 2, I I ; , COPY OF THIS DRAWING. (: � ' I 1 1. 1 1` I _......-:�� 1 � �\ .. ._ , •• •, l I I' `cel - -- -- - W - PROPOSED STORM u+"".t:- T,«_::r,trttsi•,,•..L,•;; ;�� I� s ; EXISTING WATER DRAWING FILE 2202�G1.DW''a i , ,._.., -',, '=y,-` -=r•_: r• -, .-_....._...._...._:.�•...: ...; ..s_..,. �11 . ` ,µ,'' ` - W PROPOSED WA TER 1 ` � �.,, ( . , s:.-r._•'.Q_ »nt.--m.l:mn„w:... ........_-.:_...• ar....Jl 1 1� I �' EXISTING CATCH BASIN GAS VALVE (E) ■ PROPOSED CATCH BASIN PROJECT NUMBER 2202 I 7 F URErTELEPHONE RISER __._._ "-'f ,... ,,� ..� 1 I "" � PROPOSED FIRE HYDRANT '� I • PROPOSED THRUST BLOCK , ET 1 . DPAINAGEUTILffY �,/ PLAN t Ili I O EXISTING MANHOLE III I / � � f , � •+ �r , ,� ,I y � ,, � N O PROPOSED MANHOLE 1" 20" r +w �, o HB EXISTING HOSE BIBB �� ...• 1 k WA R h�ET�R E f � 3 � T O.P. TOP OF PIPE --- - - - _.- 0 5 322-2 20 - -- ,� I f ° �:;;.` •Q". 7�iM _......._....... _......._........ .......r.........._..._........ -'-- �-' .... __.......- ' I 1 n _....... , Benish --_ -- �.... ,....�....... " ._.-.........._--........._. O tr. 134 25 - -. I r�uPz oz-ooa _� ..... ...^rr,.•-r.:;,I'___.......-..........._...... _k:. �y,- 45 of 54 , ._.J.r-.....__.._ -... .,.., : ..:.,..__.. .......... .... .... ... .. , lw... . ... ,,.. . .n .........L•.... .••,... .. ..•......... ... ., ....,.. ... -.. ... ..- ..-...... .,. ., i - -•..fir•.,. NOTICE: IF THE PRINT OR TYPE ON ANY i 1 !_IIII III III III I ' I 1 1 1 1 1 1 1 ! III III I f III ! I I III l 1111 III 11! I I III III III III III 111 111 I I III III III III 1 1 1 1 1 1 I' I I I I I III III I J I 1111 I I ! I I i l I l I l I l 1 1 1 1 I I I I f I l I I IMAGES NOT AS CLEAR AS THIS NOTICE, - -11 ------- - 1 -�L-------4�_ ITIS DUE TO THE QUALITY OF THE No.38 ORIGINAL DOCUMENT - r I I Z 9 z StIZ 'b ti E Z Z T Z U Z e i 8il L t 9ft Q t JIIII IIII IIII IIII IIII�1111 IIII IIII IIII�IIII illl�llll IIII IIII IIII�IIII IIli�llll Illi IIII IIII IIII Iill�lllllllll Iill�llllllllllllll IIII IIII�IIII IIII IIIIIIIII�IIIIIIIII� Iilll I 1 !IllllIIIIIIIIIIIIIMIII�IIII�Ll11Wl ll1.� '111 IIrr I �i�1�111t11111 LLJ�II II�NI n� I / f // � / / ! II ! ^ 11 soon / �rrru .rw+r. w� +war w.wi +r► .u�w ,ern ono, i / , �; •' / . I / ! 1 ! i 1 -SEDIMENTA T��V FENCE 251 .25 `--24g SEE 4�16/C3 \ \ , 1 2 %iI III Zip, 247 ,' •..,.. ; /• •/ /. ' / l ! ! i 11 ., I i �' -- _ ._- _ �•..• \ ,.,.,, 1 t II 'fir PONDR QUALITY/DETENTION '. // / / / r I i 1 I \ I I I ` ERM.r `. ,` _' ---_ -- _._ __-._._._._. '4...�f / ti •'i'' Z •+ Il�. ,// / /� 1 ' i I I ( \ , 1 I v - _ ` I \ \ ,yam\ \ ( ,,,,, `•1 /I - _ . _.._..-._._ � I ' 1 / .��.. ,� + t /I !!' / , � - • + I I � I I I .. ` ... \ // � 1 I �.,� I / / 45-''' f 244�'� 0000 Obi 00 00 00 00 00 010 00 0Ca . SYMONS ENGINEERING ,I 257,'§0 5 ..-� CONSULTANTS INC. ! l r,• J !• , l \� I I \ \ � ! ,\ � I I I r ` 1 '7 j / � • x4• / `\ ,r l 1r ! I l I I \ r' I I �.,.../} �` 24 f NN / ( I , 1 I r \ , � _ } \ ` \ \ :� / f / I I I ��, ' I ► _- "l_-- . I / I `� ' 12805 s.e. foster road \ NN N, \� i'Y- / ` (I _ _.240_ po and, Oregon 97236 \ = ► , phone 503 7601353 \\ .• 1 251. ! II I I ... ._. #� 59.61 facsimile 503 7621962 256.0 .. .. T.0.W. 1 t, I ! ! t I ,,, • • � �\ \ 1 1 i 1 1 _.. _ �r�. '� ', � 1 1 I I I � \1 \\ I 1 / 11 ._... \ ,.• '` I ; I I I i 1-- '',BIDBAG INLET PROTECTION (TYP.') \ I 1 I 1 � I I � � 3 ._ ��o PRoF \ T.0 W. 1 I I I r' ( I \ _\ _ ! t�� C 1 NV % • I I`° I i 258!68 I 1 I Ii I JJ ( I I \ I C4 \ wX6,091 60. 6 I I 2 ' 259N46 i + 1 \ ` o � � 58.0 1 I ( I I I I \ ! - I "�� '� ,r.o.W. '11 N \ h ! ,\ I ..1 I \ / �,, 60.3 _ I , \l 1A 259.0 I 1 I I ( _ I RENEWS 6,/30/04 \ i 1 T.0.W. , _-� l 'FINISHED FLOOR ELEVATIONS `-'' FOR NEW A,DDITION - �� LOWER ENTRY=249."9 I I \ I I CLIENT IST FLOOR=252.19 i J ( I \ 2ND FLOOR=262.6 T.O.W. I 1 f ZA�K I MILLER ASSOCIATES 26 .0 2340 RK THURMAN \ 259.72 I T.0 W. - I BM EL=246.10± \ I I oR 97210 ` + ! 261'.29 - 259.60'. 1 ` I \ -------1 \ STM MH RIM � - .\ I \ 222-M 260.68 - \i , I , ` L1 / �`� 61�40 I 260.63 260.77 w 1 - ��, \•� \ `', 1 1 `' ' I _`��/ I I C3' i 6 .5 25 9 \\ 1 --- - _ l /-\ ,N 59. 1 260.48 \ \ -- - - ---- PROJECT \ I , T. W. -- l ! 1 I / :260. 3 ` - � ; - � 261:0 � � I GRA EL E�NCONSTRUCTIDN - \ ` -- - - 1 EN AN Tom#3_-_ A C3 - \ 60.1 l: W. /, I ---- / 260.1 I 26 .-0 - A _ A RAMP / 261 W. i 1 l4 C3 \ 12 6+0.6$ OUR REDEEMER 52 8 \ \ I I 26 .76. / 255.29 \ 1 \ J 0 - ; \ LUTHERAN CHURCH 12 0 4 0 W \ \ \\ \ •\ I � � \ 1 ,� 257.05 255.29 89 _ 1 2611 o6 / /'.� T.O.W. SITE EXPANSION \ -r 257.0 T..._...• _.........._. T.0.W. • i T(} W ..._...._ y \ 3 / SITE ADDRESS { \ Z 134011 S.W. BENISH STREET / ' TIGARD, OR 97223 i I NN 0 \ s I J Tow /` �� _ ,- 1_ . _ SHEET NAME / � V 1' ._ .. _ \ � 1 I ,/ / I �' \ .. ..... ._.. ," f � • ` �,9!!' i, . .'�. \� \`\ \ 1 1' • "\�� `._.....-_......u.•�......_.._.._._........... __ � ._»,•tip»'».�.. LLA GRADING \ ' 1 1 + I ( " '-••' •� "' ti "N \ \ \ \ \l,�'``•• s':._.�^.. \` ^:s:a:r^sr"nury:e:.:,r•:T:: ...~~^r:.r_ •�. � t� - EROSION \ , , , \ _ - r. ��, / _ _ _ / _ . _ , \\ • , r��, CONTROL PLAN \ 11�1..��1 \ STREET I � � ,.. I 264•,14` E'� , r / � \' \ '�" � ,~ ~� \ \ \ \ •.,,` `� � � IN Z I I ,�.;� � . .:.: ._....._...._.... _,..._...._.. _ _.... _.....� �. \ ' __ _ REVISION •. .. earl ,-/ \ \IN. x.263.72 (E) - I , 6/14/02 ISSUED FOR CLIENT REVIEW J __...._ ...._...._.,. ....__.,._..,._` ..J.-�.._.�............... '\. '� \ ` \ \ ,. Q ' 263.64 E 42 3.121 E -�' __....._..... _.•.._.. _.. ,...._ ....._.....__....._...._.. ___ _ _ _.__ _ ^r^l J r _... _..:. __......_ ...... ._.L.......T,......... .... \ ttttr -�.-. . . ._. A7/16/02 ISSUED OR CLIENT REVIEW I _ _ /�• rl j I .,, :-/ / I ,,,(,, I V'/ ``,,., \ Z7 FH A8112192 ISSUED FOR PERMIT ........ ....... .............. .......... ......_A..... A I,— _7 .. ........ u1i 'N A ...... .. .... Z� r 1 I \ \` I I \ \ / \ `'` ` ,`sir 1 LEGEND 7 1 ....._....._,... BID BAG INLET PROTECTION ISSUE DATE AU(1W 12, 2002 ................... N, 0 PROPOSED CATCH DR/�, C� FILE 220= BASIN TIN .E WG I ..,. \ `\ t _, ._r, ; \ :-„ :: • :,- -r, .,: \ \\ ` - •_...`; TEMPORARY BENCH MARK PROJECT NUMBER 2202 r'' '' . :.r:ucxnlur•cm• \E >.,....,.r.::::at'r:::. `` ` t � '+ X ` ` ('w•'M, \ .... . ..... ....... • ,:.ir7.:Y.Tf.^Itlf::oT.::a:::•t:a;'." itE:::l'..'RitC:'ift71: , SECTION CA SHEET 2 11VINEROSION CONTRPLAN (,•, // XXX.XX PROPOSED ELEVATION I G SCALE: 1" 1�)" ! \ Ir 1 •\fir I �...�:.►` I 1 rETS I•It..rlr OF 5 I enish 5tr. 13401 ' \ r Oma....... 25 BJP 0 --• �- L 46 of 2 0 5404 i I .......,... .... we. ::.u,.pY6, 'ii4.R..,..4n41M.'q: laN hW,R`-•YldNiul`:M44•Bk't1,.. 1 . i.ti.nM1HYN9M3e4M"i.':l 4}.�'oPMi 111 e, .:R .w.e.. ..1i'++':. .._.-.!•...-_ ....... - -. . NOTICE- IF THE PRINT OR TYPE ON ANY � Ill I l l l l l l III III III I I I I I III I ( I I I III III I IIIII- '� I I I � I1I1 11111111 4I I IMAGE IS NOT AS CLEAR AS THIS NOTICE _�_ ITIS DUE TO THE QUALITY OF THE Na 3° ---- - -- - - - _ --- -- -- - - --- - --- -- - --- - ORIGINAL. DOCUMENT E 8TZ 8 Z G Z 8 Z 9 Z i1S IIIIIIL�IIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIilllllllllllllllllllll�llllil►I►�►III IIIIIIIII Illl�ll►I I►II�IIiI�►III-�Illl IIII�IIIII►III�IIIIIIIII�►111 .w11111llI1Il11lIliI1III�111111111111llllW.1ll1111� ►III IIN�III '' �� ii ► 111.IIIIII11J11 I IIII � I ►Illllllll�llllll III II d I I►� IIII{ II III Illlil I►Ill i B SEE DRAWING NO. 260 FOR FRAME AND GRA_1E q _--- A 265 BRIDGE DECK--`- __.--_-- 265 DESIGN BY OTHERS LANDING DITCH — = 26_5_ __ -- _ _ - 0000000000000000000000 260 - -- . --�' �f---=�oAr - _-__:. _____— - � Iso SYMCJNS ENGINEERING CONSULTANTS, INC. NOTE: GEO REINFORCEMENT REOIIIRED WHEN BACKFILL. OF UPPER B WALL EXCEEDS 4: 1 SLOPE, ON BACKFILL IS WITHIN PLAN INFLUENCE OF PAVEMENT OR SIDEWALK' STRUCTURES. 12805 8.e. foster road 255 ='--=-�...,...._.,��r:�:: �,.,. -.__ -_ ---__.—_._.�. - - --__—___._- - - -- 255 -- -- _._ . __...._— — -- -------- - ----- STRESS OF 400 LBS PER FOOT OR GRE TER. MAX 30 p MIN 10 m v a portiand, oregon 97236 — ----- phone 503 7601353 DITCH 2.oo' ��--LANDSCAPE �° BOTTOM ' — , � facsimile 503 7621962 FILL v i� 1B' ��/ 21 "WALL SECTION � 6 9F/I TER RIC ENVELEOPEMAX. V MAX. Q 4 _ - SCALE: 1" = 5'-0" ��-� GEU REINFORCEMENT, SEE NOTE. �" a MESA STANDARD a PRE--CAST SEGMENTAL N� —� -- ° � � (O � WALL UNITS 7 v c��'Ql NROFF�J'; 7.100 MIN I ° ° - C�� G �Q, �2 • '' . . G . . d .. . 0 2'—O" 6.x� `I 6.. 2'-3 3 OREG !-7 PROPOSED �� 1 COURTYARD — `�' � — �,' �r�,•,9��' G SECTION A— A SECTION B B tiN 265 _................._. _..._._._.____._... . _ .._.___...___ __..--_ _ __..______.__.._..____.._._...._ _ 265 �� NOTES: RENEWS �0 04 42" GUARDRAIL, 4.00' DITCH INLET CONSTRUCTION IN ACCORDANCE WITH ASTM C-478 TSIGN BY OTHERS 8" OF 3/4" COMPACTED BASE MATERIAL CLIENT ASSUMED INFULENCE �, OF UPPER WALL DITCH INLET STRUCTURES FOR PIPE SIZES 24" OR LARGER TO BE PRIOR APPROVED 260 --- -- _.. ._._......._ ..... _ .....______.. .-__ _.__.___,._..,__. _ ,_._.RETAINING WALL 260 � 1.67' 3" PERFORATED DRAIN TO STORM SYSTEM _______ -- _.__ _. _..- _ . _ ZA�C / hfiU..S A TB • p PRECAST = MINIMUM WALL THICKNESS TO BE 5" _ _ _._.____. _.__._._...._._ ... . .... .. ..... ........_ _.. ..._ _ ... . --- - TAMPED CRUSHED REINFORCEMENT TO BE REBAR MEETING ASTM A615 GRADE 60 OR WELDED A/�w/1 ��. ROCK WIRE MEETING ASTM A497 L�T1�I — - - POFfTLA , OR 97210 - ' - - RETAINING WALL SECTION 503--M-M 6255 WALL DRAIN 255 _ —.-.-._. r 7202D-17-RET- SCALE: 7-RET-WALL SCALE: 1/2" = 1'-0" unified - DITCH INLET sewerage PROJECT agency DRAWINC NO. 240 3 UfA WALL SECTION -) OUR REDEEMER SCALE: 1" = 5'-0" 'LUTHERAN CHURCH. 2zozD s i SITE EXPANSION 1 SITE ADDRESS EXISTINGSURFACE -- -- ---- --_- --- -- -- __ _.- _--___------------------- -------_� _._.._---___--- 265 _.... __.._ --�-_: _.—.--_-. _.- _ __—_ - -- - _ -- --- —_ - --- - - --- --- --- ___— --- -- - -- - - --- -- --- - --- — - - _ - _ - --.. - _ -_ -- --------- - - -------- - ---- 265 S 1 RE - - _ _ _ ----- 13471 S. W. SENIS� __-__ ------ -- -- --- - - -- -- - ---- - -------- - -- ----_ _- - , OR 97223 -- - _ _ _ _ - 260 - _._... _. . _._.____.___.... __._.__ ____..___.___._._ ....._._ __ _______._____..... . _..._.... _._.... _________ — _—_._..-__.___.___.____________ __ .__ .._.. .___— ___.___.___-__._.—_: ��__ -�_.�_ _ _ - ---- -- ------- --- -LANDSCAPE - --- - -- - -- - ----- ---- - - - 260 SHEET NAME 5 TRIP TOPSOIL - _. __. _ . .. _ ._ .._ �_ ` _ ENGINEERED FILL (APROX. 6") — _ -- - - -_- _ _- - DRIVEWAY, PARKING -- -- - PREPARE AREA TO BE WALL DRAIN 2 FILLED BY PROVIDING �• - - — - --- - SECTIONS & NOTES �` -". -- .�------------------ ...___ SIGN FtEVI A6114102 ISSUED FOR CLIENT REVIEW PARKING LOT SECTION WATER QUALITY A7116102 ISSUED r"OR CLIENT REVIEW 1 SWA I_E 7 +� SCALE: 1" = 5'-0" 2202D-z �— 3 8/12/02 ISSUED FOR PERMIT EXISTING SURFACE - -------- -- -- - --_ _ _ - --- - - - - --__ - ---_ _ - -- - - k 265 —_— _ :: —_ - - - -- ------ - - - —__. .__. - -- - - -- --- - - -- - -- - - -- - - - —._. 265 - — ` ELEVA 77f1NV LO - -' — _. _ ---- ---. ---- — - ----- " -' ` —_�----� - -- --. � -- - - -- ----- __. _..------__—._ -- _ __ - _ - - - n��PSP,��INGECHECK DIRECTION — -- — S=0.-02. 3. ' M OF FLOW — — — ---.. — — — --- - - - - ^- ISSUE DATE ALKMT 1 2002 DAM STR!P TOPSOIL — — — ------ ---- -------- -- ------- -- 160 -- - ----- -- Z1VGINEERE[5 { _ -' e - -' ` ` LANDSCAPE FILL _ _ - -- RETAINING WALLS_, . HEIGHT- -- ---- �� _ DRAWING FILE 2202C20WC� RANGES FROM 3-6 . _ PREPARE AREA TO BE —_ �S --___... __-- -- -- -- ------_ _- ___ 1 PROJECT NUMBER 2202 FILLED BY PROVIDING ` ` -- � �- BOTTOM OF SWALE - ---_ �___.._ _.-____-- —_-- _ — __ -_. ___._____ 255 255 _.. - - --— I�b�a NCHE ------ — — —._ --- - — - -- - - _ -- - --- WALL DRAIN -- __------- r f 8 - ---- \— SIDE SLOPE OF SWET 3 SIDE SLOPE OF S WA LE —------� S WA LE I� _ - CHECK DAM DETAIL OF 5 �� DRIVEWAY SECTION 5 " , „ 24046-3 2 " 22026-2 SCALE: 1 = 5 -0 SCALE: 1 = 5 -0 BUP2002-00425 47 of 54 rr , _..-., ..� a. r-•'�°> � Hip xf: � i e..�r a.i„,, ....-.- .... .'y.,It•r.:.,n.,pY _... �.. 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L-..- 1� / IT IS DUE TO THE (QUALITY OF THE - N.3e ORIGINAL DOCUMENT �E 8Z 8Z G1Z 9Z �Z 6jZ EZ LZ iZ OZ et Si Gt ti!111 9't 16T ET Z�t it T �8 �8 iL 119 St I 't '► !�� IIIIIIIII�Ii llllll�llll�llll�lllllllll�lIIIIIIII�IiII IIII�,IIIIIIII�IIII IIll�lill IIII�IIII IIII►IIII IIII�IIII IIII�IIIII IIII IIII III► IIII IIII�IiIIllllill III 11 llllllll I11l�►IIIIII►I.IIIIIIII��llll�lllilJ►llll�l�lll��l�llllllllll�lllllllllllflll►�.IL��I�►N111 I IJ III I �,��, wwirararrr�+sr�uwrrrr�'.r+rwirin MAY BE USED SHORT TERM W/ UTILITY WORK AND W/ / PHASING OF DEVELOPMENT FILTER FABRIC MATERIALUSE STITCHED LOOPS 3' minimurn —.�_---- 36' WIDE ROLLS From toe slope OVER 2"x 2" POSTS -- v) f7 — F7 d / • I i I o 0000000000e00000000000 ,- SYMONS ENGINEERING -- - CONSULTANTS, INC. CATCH BASIN AREA BRAIN _ M /`� JFMENESS Q \S0 NTS NTS - .. 6'MAXIMUM SrAr' : 12805 s.e. foster road E R 1 N T �/_ I E �✓ SIDE V I E \A/ portland, oregon 97236 NTS NTS phone 503 7601353 `4 74 •�' • 'o '' �/ A F1 ANGLE FILTER FABRIC FENCE facsimile 503 762 1%2 � '' a. ► ° o ° _ FLOWr-, TO ASSURE SOIL IS TRAPPED RADIUS = 25' MIN. CLEAN P11 RUN OR 2'-MINUS GRAVEL / P1�1�N OF I�V��'- Q - NOTES: SUBGRADE REINFORCEMENT ��R�P* dPROF�s 1, BURY BOTTOM OF FILTER FABRIC 6' GEOTEXTILE, AS REQUIREDg• MIN. P PLAN 5D _— VERTICALLY BELOW FINISHED GRADE. r G6 QE �Q`1 F f 2. 2'X 2 FIR, PINE OR STEEL FENCE DEPTH POSTS: (D INTERLOCKED 3. POSTS TO BE INSTALLED ON UPHILL M ORE�CII� SIDE OF SLOPE. V& ti 2"x 2" POSTS ZI,' �9°� x20' MIN: FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 4. COMPACT BOTH SIDES OF FILTER • I AND ATTACH FABRIC TRENCH. OqN VIEW / \ / E. Ste` FLOW T ❑ P V I E W 5, PANELS MUST BE f _ yCED ACCORDING •° NTS TO SPACING TABL' •4-7. RENEWS 6/30/041 '0 DITCH BOTTOM 0 '. a CLIENT ZAiK / M U 0 ASSOCIATES SECTION A--A 2340 N.W. THURMAN PORTI .A D, OR 97210 DITCH INLET 504-•222- NTS Gravel Construction Biofilter Bags PROJECT TECHNICAL GUIDANCE HANDBOOK Entrance TECHNICAL GUIDANCE HANDBOOK Temporary Detail Drawing 3-1A Detail Drawing 3-7D NOTE: A A STAKING OF BAGS MAY BE REQUIRED USING (2)1"x 2" WOOD STAKES OR APPROVED LUTHERAN CHURCH EQUAL PER BAG. /-- NON-SHRINK GROUT STANDARD CAST IRON / ��_ / OUTLET SITE EXPANSION FRAME AND COVER INLET ifs / ---STANDARD MANHOLE GRADE RING � TN�� SITE ADDRESS 91 •• .° •'e a•' +•.�.��>�'`•. ��:o .I•' aa. . MIN. �- r 1T3I�40A1RS.W. AO. BRE9N7IS2H23 S TREET FINISH GRADE ' •`' PLAN ti o•: ! ' + WATERTIGHT PIPE FLUG �O- " ' WITH STOPS SHEET NAME °° a �i •a •. ".°�•�. ••'�' STEP +�••:�. PROVIDE 3/4"-0 FOR A ,., , • •:`;; MINIMUM OF 6" AROUND ..'•' •��'��' DETAILS • ;.. . o•; CLEANOUT 12" " ::. AND STD 'r NOTES -R— --... REMOVABLE WATERTIGHT CAP PLASTIC OR DUCTILE IRON Q.\ RG11181ON ° INLET FLQyL •02—FT FLU OUTLET a — A6114102 ISSUED FOR CLIENT REVIEW � � „;:�• e � � ': 18" %`� \ /— SECURE TO MH WALL WITH \./ A7116102 ISSUED FOR CLIENT REVIEW STAINLESS STEEL BANDS P L A f�1y I E `�`� �3 81112102 ISSUED FOR PERMIT �•a"•1''�.°-�'•'`" �=- �•:. '•".;�`°>: „ ° °• � __ ,,: ,. (MIN 2" WIDE) AND NTS 112" BOLTS ol MH DIA TO BE DETERMINED BY Q SIZE OF OUTLET PIPE _-_ I'•+, .'• \ MAX e 36" MIN �., 4"-18" PIPE = 60" DIA MH p •. +, ,.• a .. v. '�o;•;:,•• SUMP LARGER THAN 18" PIPE \ =:p:�a.' •. ° 4 •; °: -�— '° PROVIDE SPECIAL DETAIL6' OVERLAP MI TYPICAL ISSUE DATE ALCM 12, 2002 i w CONCRETE ENCASED - BOTTOM OF WYE • 1 /4 0,/ FOR PLASTIC PIPE : •:•.•:' '.:i'.' �.•rA'".•:':a s:.:•:.:!:� a�.!.•�';.-',. DRAWING FILE WC SUMP VOLUME RFQUIREMENTS SECTION A— A SINGLE FAMILY RESIDENTIAL 3.5 CF/ACRE NOTE MULTI FAMILY RESIDENTIAL 22.0 CF/ACRE P1'. 'A' MUST BE 6' PROJECT NUMBER 2202 COMMERCIAL/INDUSTRIAL 94.0 CF/ACRE MIN: HIGHER THAN NOTE: CONCRETE ENCASE ENTIRE WYE SECTION AND 41 BEND IF CONCRETE P+PE �C PT. 'B' SHEET 4 - - -- _-- __-- -- -_ SE C T 111N A - A --- ------ -- ----- NTS unified WATER QUAL-IT,1,• unified STANDARD CLEANOUT 4 sewerage MAf\JHOLE sewerage Biofilter Bag agency agency TECHNICAL GUIDANCE HANDBLUK Ditches and Swales OF 5 8HEEM DRAWING NO. 150 DRAWING NO. j Detail DrOwing 3-3D f3enish Str. 13401 BUP2002-00425 48 of 54 717 '__..... :,. .—,. <..... .:•.,, .: ,...... ..aw --. _.......... _ ..d^�..tr*1t:..:r:c:�.mcre:.:...... _.... -.. _," _- _ ��'""" .....,...,:..,..,_.._......�...:....:,,....,.:,....�,........,»..«,�n»..:�Ks.wwa...,.�.w,w.. .11aY9t'�A�a��e.. NOTICE: IF THE PRINT OR TYPE ON ANY III III 1 1 1 III III III III 1 1 1 1 1 1 1 1 1 III I I I I . III III III III 1 1 1 III I I III III III III 11 1111 111 I I III III III III 1 1 1 1 1 1 III I I III III III III III III 1 1 1 1 1 1 1 1 1 1 111 I Jill 11 I � � � i I I � I � I � � � IMAGE IS NOT AS CLEAR AS THIS NOTICE, -I ----1 l ---- L -— 1- -—I _... 1 --- - I 4�_ ----I-- l I. 61 -- - L- --- �--- -I -- I - 1 011 --1�..� I 14 IT IS DUE TO THF QUALITY OF THE No.39 �`."...•_... awe°..wr. ORIGINAL DOCUMENT F 8Z 8Z GZ 9Z .rZ fiZ EZ Z tZ UZ 8t RT L(t 9l 9t 6t Et 71t t(T di I8 if3 1L 9 1� I Tf► Z Ti �l lli►�u11A, l l �u�ii. lr�i ( � I II III► 111111 � III�II III I►I �I I�IIIIIIIII�IIII�IIII�I►Iilll I IIIIIIIJI�I I�I I �I III II II VIII IIII (IIII OUTLET --� STRUCTURE EXISTING DITCH INLET TD ._DITCH INLET -_ - .._ �1 \ -SGT-�A5-OVERFL�7W-OUTL rr _ _ _ --- -- - - ---- RE EXISTING \ -- -- 3 ------- -- -- -- SURFACE _ - - - - - - - - - - - - - - _ LQQR_ �M ELEVATION=23 ,67�= - - - - - -�� _ - �,. _ -- - - --- ----1OVERFLOW 40 25 YEAR STORM ELEVATION 238.50 2 - - - - - -1fi-YEAi7_STORI�fi-EC:EVATTOIV=�33 - -- - -- - -- ---5--YEAf?--S-TflRiyt-EtfVA-Tt6fd=238.26- - - T{OPf=238.-03 __---- - _WA-T.ER� ni JAI TY-VOLUMF_ _.20.%=2 38 (1Q -- P>�-�-p-$}-_- 0000000000000000000000 --------------- ---------- - - � ----- --------- cAEnUEnr r BUhl9W.- -_-_-_ _ ----------_____--- - _S-=t}$1- _---- - -- ---- --- - - EXISTING - SYMONS ENGINEERING RI4AP �2-1/2ORIFICE EL=234.85 ENERGY DISSIPATER -- _ - - - - ---INSTALL CAP WITH 1-3/4" ORIFICE --------- -- - -- CONSULTANTS, INC. NOTE: EL=233.46 SFACFFVATIONS OP DETNTION POND SECTION (E-W) 20YEDAR SURFACE I ELEVATION=23.4 ASE ONE Em 1 2101°-4 5 YEAR SURFACE EL_EVATIO14=237.95 12805 s,e. foster road SCALE: 1" = 5-0" 10 YEAR SURFACE. ELEVATION=238.07 20 YEAR SURFACE ELEVATION=238.25 Portland, oregon 97236 � 100 YEAR SURFACE ELEVATION=238.4 �- A VEM TO 3'P MAX.EPER NT 1 2 ' MIN LIFTprone 503 760 1253 -- - _. - EXISTINGfacsimile 503 762 1962 SURFAC0 5 C -- 0.50' - � EXTRUDED �,., z -- CONCRETE Ln Q -- _=-�.�_ - ------ - - 240 CURB FACE a BOTTOM OF POND 3 EL. f 2.34.5 --- _ ... ..___ . r -_- --_�_ .._.._.._._ BOND TOJ - _ ��76� ,- , rL PAVEMENT WI TH - - - U EPDXY RESIN _ �F 22 Tot WITH "- MINUS CRUSHED �f NE sfj� - -- - - •- --- -y -_ � MINUS USED - 1 1/2 S � D BASE ROCK - -,T- � •- - a PAVEMENT 3 ,h,o��'� r AS LEVELING COURSE - ----- ..._ - - - ----- - - -- d - --- - - ---- -- -- ----- - PROOF-ROLL SUBGRADE WITH LOADED OREG ..._--- -.....__.._.....,._. _ ..._ .__.. - -- - __ - - - PUMPING - - - _ DUMP TRUCK. REPLACE WEAK] -- ,{ ; 1 -r-r*-- AREAS WITH COMPACTED 1 1/2" - 0 MINUS BASE ROCK PRION' TO BASE ROCK DETENTION POND SECTION (N-8) 2 1201D-+ RENEWS 6/30/0 THRUST BLOCK NOTES: SCALE: 1" = 5 -0 EXTRUDED CURB TYPICAL 1, THIS DRAWING IS SCHEMATIC 2. PROVIDE CLEARANCE FOR BOLT REMOVAL NO SCALE 1101-J12-.wtcurb A.C. PAVEMENT DETAIL CLIENT 3, THRUST BLOCKS: 3000 PSI CONC, POUR AGAINST FIRM EARTH 4 2101-Dt4-ACPAVE 4. BEARING AREAS: BASED ON 225 PSIG PRESSURE & SOIL NO SCALE ZA1y / M o I A MS RESISTANCE OF 2000 PSF -----HYDRANT L/'111� LLGTI M �--� 2340�N./W,.� 30' MAX TYP -TYP VALVE BOX PO AM, CR 972V �\ TEE- • � • PVC DEPRESS CATCH BASIN FINISH �. • ' �• ``' RISER SIZE GRATE FOR ELEV 1/4 BELOW PAVEMENT ��"�- HIGHWAY LOADING TRENCH WIDTH A.C. PAVEMENT PROJECT HYDRANT "� U 2'-0"+ PIPE I.D. OR CONCRETE .. .. DRAIN ROCK HINGED CLEANOUT FINISH GRADE 30' MAX TYP \ PLUG OR CAP (3/4"--0") z� j BASE COURSE cl ca OUR REDEEMER WATER LEVEL z o .w m rn oUQWo 12" X 12 X 6" TEE o ,I oo A4 CHURCH � 2 Z ` A- TYPICAL BEND TYPICAL ENDING (MJ X MJ X FLANGE) - Ln / N a o <, Q � 'QUC� mrnQ / (n LUTHERAi' NOTES: COLOR CODED WARNING ANCHOR RODS 1. HYDRANT.- METROPOLITAN 250 OR EQUAL, DUCTILE IRON z _ TAPE AT ELECTRICAL/ `D o W FINISHED GRADE 5-1/4" VALVE OPENING. FLANGE CONNECTION. PHONE TRENCHES U SITE EXPANSION 2, GATE VALVE: METRO SEAL 250 OR EQUAL DUCTILE IRON. 6" o 12 GA. TRACER WIRE CL Y FLANGE X FLANGE, RESILIENT SEATED. I o C FOR NON-METALLIC 3, VALVE BOX: AS MANUFACTURED BY OLYMPIC FOUNDRY BODY I =� WA TER/SEWER/GAS - U m o SITE ADDRESS A PART No.: 5-6030, LID FART No.: 5-6038 OR APPROVED o : �, r� CI_ I - /� EQUAL. (PORTLAND WATER BUREAU STD. GRIND OFF WORDS L PIPE ZONE BEDDING � -' o 0 1 S.W. BENISH STREET 4 i NOIG OVER o "PORTLAND, OP." / APPLY BITUMINOUS COATING). 8" PVC N MATERIAL 3/4"-0 1 0 o z 4� 49_ �, rl GRANULAR BACKFILL - -1- Q o - �GARD, OR 97223 1/2 DEPTH RISER (TYP FOK ALL VALVE BOXES ON PROJECT), ck Lu Un 'j s 4. SPOOL: FIELD FABRICATE. CL. 52 DUCTILE IRON PIPE (5 ), 6 - Q o m 12 MIN - 30' MAX T YP -- -------- - ROMAC FIELD FLANGE (2). TYPICAL SECTION TYPICAL VALVE 2.00' SQ SHEET NAME COATED STEEL_ 10 GA "LYNCH" i ---- -� `---- WATER TRAP NOTE: THIS DETAIL FOR PRIVATE ONSITE TRENCHES ONLY s TYPE_ CATCH BASIN OR EQUAL -__J � MIN BEARING AREA (SQ FT) TEE,DRALVE, TYPICAL FIRE MISE. PIPE SIZE 90' BEND 45' BEND 22-1.12' BEND 11-112- BEND PLUG, CAP TYPICAL TRENCH DETAIL► SF = 1.41 SF = 1.5 5F = 1 F = 1 SF = 1.35 HYDRANT ASSEMBLY & NOTES 3" 2. 1 1.2 0. 7 0.5 1.4 6 hydranl.dwq TYP. CATCH BASIN DETAIL SECTION - PAVEMENT __ - _ NOT TO SCALE S 4" 3.1 2.0 1.0 0.6 2.1no� SALE: N.T.S.TSCALE.- 1" = .30'--0" TRENCH 6" 6.3 3.6 2.0 1.2 4.3 8" 10.9 6.3 3.5 2.1 7.4 REVISION ) - ... ._ .. _. ISSUED FOR CLIENT REVIEW -1 0" 17.8 10.2 5.7 J.4 12.1 . 7.8-- 10.2_-_ _..__._.._ _--.- --------- -- - 1 611141102 `' I 12" 25.4 14.6 8.2 4.9 17.2 MISC. UTUTY SPECIRCATKAS WATER UNE SPECIRCATKM 14" -� 34.6 -- - 19.9--- - 11.2 6.7 - 23.1_ TRENCH WIDTH -"' A7116102 ISSUED FOR CLIENT REVIEW 2_5.9 14.6 8.7 30.1 - 2'-0"+ PIPE I.D. 1. ALL NDN-METALLIC SERVICE PIPE RUNS SHALL INCLUDE A 12 GA. 1. ALLOW THRUST BLOCKS TO CURE 24 HOURS PRIOR TO PRESSURIZING LINE. " 32.8 - 18.5 11.0- _ 38.1 TRACER WIRE. SPLICES IN TRACER WIRE SHALL BE WATERPROOF. CONTRACTOR MAY ELECT TO RESTRAIN JOINTS WITH RETAINER GLAND A8,1112102 ISSUED FOR PERMIT 18 57. 1 FINISH GRADE WIRE JACKET COLOR AS FOLLOWS: BLUE - WATER LINES, , ENGINEER. OR TIE ROD MATERIALS AS APPROVED BY WATER DISTRICT� YELLOW - GAS LINES, GREEN .- DRAIN LINES CONTRACTOR SHALL SUBMIT ALTERNATE JOINT RESTRAINT PLAN AND 2. BED AND BACKFILL MIN. 12" PIPE ZONE AROUND WATER, GAS, AND MATERIALS AND OBTAIN ENGINEER'S APPROVAL PRIOR TO INSTALLATION. TYPICAL THRUST BLOCK ELECTRICAL LINES LOCATED IN ROCKY SOILS WITH CLEAN SAND 2. MINIMUM COVER: 36" BELOW FINISHED GRADE, MIN. SEPARATION: 1' ABOVE I 5 ,hruel.dwq Q OR PEA GRA VEL SANITARY SEWER CROSSINGS, 10' HORIZ. NEXT TO PARALLEL SEWER LINES SCALE: 1" = 1'-0° J CONDUIT SHALL BE SCHEO. 40 GRAY PVC WITH 36" RADIUS 12 GA. TRACER WIRE Q 3. ELECTRICAL 5'-0'0 FOR NON-METALLIC o BE-IDS AND 400# PULL CORD EXTENDING 6' FROM EACH PLUGGED END J. FLUSH, PRESSURE TEST, AND CN,LORINATE WATER LINE UNDER INSPECTION WATER/SEWER/GAS - ' v � OF OAK LODGE= WATER DISTRICT, COORDINATE SCHEDULE FOR DISTRICT ISSUE DATE AI�Gt' 2002 C) Zi 4. PROVIDE MATERIAL SUBMITTALS AND FABRICATION DETAILS OF ALL SAMPLING OF WATER FOR HEALTH DEPARTMENT COMPLIANCE, PIPE ZONE- BEDDING UNDERGROUND/UTILITY PRODUCTS FOR ENGINEERS APPROVAL PRIOR 4" CONE. SIDEWALK MATERIAL 3/4"-0 1 �� TO PLACING MATERIAL ORDERS 4. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE, AWWA C151 DRAINING FILE 2202C2.DUNG I AC GRANULAR BACKFILL --1. a Q 2 �iN �Q < 5. PRESSURE REDUCER SET TO 75 PSI RECOMMENDED FOR RESIDENTIAL PAVING --- SERVICES TO BE CONSTRUCTED UNDER INDIVIDJAL PLUMBING PERMITS PROJECT NUMBER 22Q2 - -- - COMPACTED SUiRGRADE SHEET 5 NOTE: THIS DETAIL FOR PP,IVATE ONSITE TRENCHES ONLY AND 2" OF BASF_- ROCK _ TYPICAL TRENCH SECTION -- LANDSCAPE � 5 �E� SIDEWALK DETAIL �� TRENCH g SCALES ," __ ��, 0,. 7202 D1.3-5W 1�2" - 1'- O„ BenishP2 SU. 0 40 f3UP20U2-00425 49 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY I► I rl I I I I I I hI IIII 1 1 1 V I I I I IIIIIII V I I I (I I I I I I I I I I I I I I II 1 I I I I I I I I I I I I I I I I I I I I I I l l l l l l i l l l I I I I I I I I I I I I I I I I I I I 1 11 11 1 1 I 1 1 1 I I 1 1 1 11 11 Jill q1I I IMAGE IS NOT AS CLEAR AS THIS NOTICE �t ITIS DUE TO THE QUALITY OF THE No.36 ®::-� ;. 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L-!.: i X T o N I Q o w 1 I O I REVISIONS T J I t 7- 2 9 .0 1_ N I — 3 DATE• JOB NO. DRAWN AV ------ If APPROVED Landscape Plan Nest Side zc # I ' ,� � I, .,,�__ � `, .:;t_. 11.. �It... �r. ;t _ }c��h.�lt�:�]��'.1L'�.�C::')C��_. i •_ . _ y -- ,� SCALE: 1"=101_C" id \� I � ,�"`�, �I \� C �Q-{ 1�.1 (d-,I ._.�'�S '-• � .;{ � ('r.. { �,. • 1 'T+" ,G,� �� I� J I l�.?r` ;�- �..� t , N LJ� G L'rlr C N� LJ I(- IL. c-1. t._.i ..i 1_ i._. -1 I....°•r• (:..w.. ,.. �.. 0 . I ti Dwg Name: OR—Site.dwg I I u L.. I-. \//ALovue k'� L.i IG . \/A- 4 /h4 ;, i fir I K.L✓.. 4 L , 115 H- I NI51�i {M. 1�V"�1u � 1- DRAWING NO. Benish Str. 13401 BUP2002-00425 50 Of 54 NOTICE' IF THE PRINT OR TYPE ON ANY �r�ll(III IIII IIIIIIIIIIIII I ! 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Lt �=u 1 I f©�.�A I'J F..1D�.X/C�I rZ G ' C'_ !e '�'� F" `0 IZ rtJ L. w- F L e l4 I t7A t C-4 I,J ez)K_r_15- 1-4 �+-► _.�, __ �': _ � � /' X14 t b-. �/' OZ Q Gam.. 6 14 1 C /' Z<<'i ,' � l /' rV 0 W IT-1 l- !.1�� fZu.l.' 'ZG - -�.c, '` .J �I r�I,.1. F' I r tit I� Nr Na,' 2 �" G , l `' u I�t �' r� t rt REVISIONS ��Mi�7 �1� 1.1 I.e `: Y ✓Z CA 1m. _ -_ til�1� ,� �f,. ---� �-- J ;w M r� � > . ' 2 a ' o eL �j- �.,,,i o�,! . ....; },��'<, �M {:.":� 1 CA I � I��`t �.1�:� t: t 3 1 21 ' — �L/�,! f--b. CI L.�l'�11=_ N? � �> � r C r - � �.,h._t o' �f°' � X __.__,• `• .. .„ I �... a --- i DATE Z- A , e),L S �j- __i--• int ,..,�...- r.. �- `v/ `AV, tri �....� � �U JOB No. • r -Y�1tr •r.i'' .• �� ;' 1J� ,, � _ _ ---• ____. -- —__ w�. _..� ___.._. -�.-- DRAWN �v f ti l LANDSCAPE NARRATIVE', APPROVED I. SOIL CONDITIONS While no extensi•:c or scientific soils quality or lertility tests have been performed, the flourishing of field grasses, the healthy stale and condition of•existinK Dees and shrubs � rF',"� f,2 COURTYARD I �r� , throughout the site is sufficient evidence of good soil quality. •I'he incorp�.:ation or supplement of a ` •- ��lC balanced fertilizer at time of planting is all that will be required, assuming, installation and 1. f implementation of adequate irrigation. PLAN SOIL TREATMENT: In soil areas to be planted and/or to be seeded as awn shall be sprayed with an approved herbicide to! ill all existing grasses, weeds or other vegetation that is not to he retained , .r Only soils so treated shall be stockpiled or reused for planting till Fertilisation ofplantingilawn areas - shall be accomplished at time of planting. All planting areas shall receive of an approved mulch ind brought to a smooth even finish SCALE: 1/8"=V-00 �' I �(,� ► ` / 3. EROSION CONTROL I revention of erosion shall be iecoriplished through use of approved cr,,.ion control methods such as straw bales, erosion fences or other devices designed specifically Im such control. These measures shall lie installed at the top of any embankment, fill area or excavation which ,� . �- / lett unprotected could be damaged by erosion It shall be the responsibility of the contractor creating, P.0 I I� �,,�( QP�i .�v "' r tr circumstances for potential erosion to employ acceptable control measures. Such measures shall �' i r 1 • tS remain until the pi oiect is complete or the potential has heen removed ' J 4 IRRIGATION An automatic irrigation system shall be designed and installed in areas whish lie between the east and west parking areas and the buildings, within the parking islands, and adjacent to t l u rr , ,� _.,_ _......__, r I the south entry ofthe west parking area. Further an automatic system shall be installed in the new f(-,4 lawn area east of the existing church and Phase I expansion Irrigation of the"grass" areas and the screen planting therein shall be accomplished by either a tullv p,.T t autuntatic system or by installation and use of quick couple valves and buses ur quick couple valves Dwg Nome: OR--Site.dwg ": \r r ---"J"' 111:�'l ' •-' �-A i.._I � 1;,.l`L-e,, 'q' Fey —O d�[, / and large scale impact sprinklers Irrigation of these areas, following establishment through year two may be partially eliminated, discontinued or used on an"as-needed" basis determined by climatic conditions. Phis determination shall be made at time of final landscape design development ''�,. t; ,,�'�' i , -,I � T�r � I L.l-..�t5, �;_.U I`�"1� �;.:•,c"_ly IC IC' �`�: f-I ,�� .J Iw.»I::... 1 l_-t ,�.. , r ` ,,� f. ,..q. _. -....-.. _..._.._. _. .. I{3 IJ f�h1�i�"� �I'W''I f�':.�•.I_rPe,a L.)1•,! I;',%' !t _.O v_....._-, q_ JAI JJAKjej DRAWING NO. 5. ID 11'eO/�'.. I.�) -�1`�j C:�N I L''�1.,1-7,4�1 rd (' LA4 Benlsh Str. 13401 BUP2002-00425 53 of 54 NOTICE: IF THE PRINT OR TYPE ON ANY 1II 1 � III 111111 Jill l l 1 11 I III 111i11 t11 III I III I 1 11�.1 IMAGE IS NOT AS CLEAR AS THIS NOTICE, Q .- IZlO ITIS DUE TO THE QUALITY OF THE No 3e > ORIGINAL DOCUMENT � t � � IIsyHzLIZOZelI9IIII IIII III111l1111 IIII IIII I►II IIII ►III►IIII IIII .III IIII IIIA 11111111 IIII�IIII IIII1I►'111111 IIII IIII IIII IIII IIII Ill I' IIII IIII III► I►II III► IIIIilIII IIII�IIIIIII�I 1111111►I Illllllll�lllll►Ill�llllll l.11llll SPECIAL N-*3 ECTION REQUIRED _State of Oreq n,a!ctq!L �:psrclaity-Code Concrete and Reinforcing Steel 0 Bolts InutzIllod in, Concrete ❑ Special moment-Rosisting Concrete Frame rJ reinforcing Steal & P'restrcesing Steel Te:idutts StrucLural Viewing 0 Hioh-tranglh Coiting FUTURE I PHASE 1 13 Struciuralblar;omyG Go STORAGE, '- PHASES 2-- 41 t3 Reinforcled Gypsum Concrete � o rn 001 rJ EXISTING I INFORMATION F O R M A OL-64!300=1 -- 1 C7 tr.suEeting Concrete Fill ADDITION AND ALTERATIONS : N � BUILDING TION T A� _11 - �., - - 002 (63.2 X .2} 36 EGRESS C] Spray Applied Fire Resistive P,iat©riais BUILT IN 1990 OL-79 300=1/ 12.6" REQ. - - 1\ Q Piling;►, trilled P;ora and Caissons o ~� LOWER FLOOR - 2783 S.F. N MAIN FLOOR - 3573 S.F 1 OUR REDEEMER LUTHERAN CHURCH p Shatcr�;to C) C EXISTING BUILDING CONSTRUCTION TYPE V-N CAL SSRM. CLASSRM. Q Special Grading, Excavation and Filling o LOWER LEVEL ALL 1 -'HR. CONSTRUCTION. 003 6 004 � __7LO, 11 � LD�cK EDUCATION AND ADMINIS RA ION PHASEuj HALL f❑ , � Q ,SrizUi(0't'iClr1tf01 .`'11/sttr!Yla TT1 HR -SEPARATION BETWEEN LONER AND MAIN oL-2ta/20=t1 �. 005 �- OL-236/20=12 42• � yy �� c A FLOOR. EGRESS Otherinr;peGtions 7�.d,_.1/`''�'�.G,... z No SPRINKLERS 1 ,3401 S . W . BENISH ST , TIGARD , ORE 'o 97 � Z3 04 o � BUILDING I N FOR M ATION I - - - - - - -- 1 --��--�- �,--� NEW CONSTRUCTION TYPE -�++R' V-N - 11 % __- - PROJECT DESCRIPTION _ COURTYARD \ � NO SPRINKLERS BUILDING OCCUPANCY- 706 CLASSRM. CLASSRM. 42" � i I PHASE 1 : ADDITION OF A TWO STORY 508,', S.F. ADMINISTRATION/EDUCATION WING AND SITE WORK. a MIXED USE OCCUPANCY: oos - OL-21 20-11 !ESS 1 \� OL-218/20-11 / >14 A-3 - SANCTUARY, NARTHEX, COMMONS _ s.5 - 1JR. T. `� 1 I FUTURE PHASE 2-4: NOT INCLUDED IN THIS HERMIT v D B - OFFICE, GONE, MTG, CLASSROOMS STORAGEj 1 1 REMODELING OF THE EXISTING BUILDING AND EXPANSION OF THE EXISTING SANCTUARY BY 338 S.F. EXCEPT RMS. 016 & 021 008 = IOL-ACCESSORY \, AND TOILET ROOMS BY 106 S.F. ` - - CONDITIONAL USE PERMIT CUP 2002-00002 E- 3 -- CLASSROOMS 016 & 021 OL-65/300=1 1 , M•• 42" EGRESS 42' EGRESS - E.F UIP. ) X HA 42. ECR�� / �7 7�� Q17L 024 - �_�` �� /' �/� Q N M H -- __`_ � /OL-ACCESSORYA -52�300-1 DRAWING INDEX PARKING INFORMATION _ REQUIREMENTS '1 ) SPACE FOR EVERY (3) OL-29/300=1 (6.5 X.2)~- (13,3 X 2) -6 $ (s,8 X.2) OFFICE CS COVER SHEET & FIRE LIFE SAFETY PLANS STRUCTURAL 1.3 REQ. �.7 REQ. � T 1 .4" REQ. 022 SEATS IN THE SANCTUARY: o 6'5 �g OL-102/300=1 STOR. S1 GENERAL NOTES = W r� F 202 SEATS/3 = 70 SPACES TOILET COMMONS � OL-ACCESSORY 025 ARCHITECTURAL S2 FOUNDATION PLAN K.� to (4 ACCESSIBLE SPACES PROVIDED. 011 012 LA`' ivi. S�A_�SRM. oL-97/300=1 A10 PARTIAL SITE PLAN Q N S3 MAIN FLOOR FRAMING PLAN �'� OL-1019/15=68 01 o1s f TS ORAGF STC�R. A11 PARTIAL SITE PLAN & DETAILS � OL-ACCESSORY CLASSRM. 027 028 S4 ROOF FRAMING PLAN = °' 2 EXITS REQ. � UL-219/20=11 OL-364/20=19 __ � BIKE PARKING: 4 EXISTING 8� 6 NEW. _ 27 7 6 5 , 021 6 8 - L-1 3oo=1 A20 LOWER FLOOR PLAN S5 ELEVATIONS a z OL-X64/20=19 A21 MAIN FLOOR' PLAN V Z M II o - TAI S6 ENLARGED PLANS 0 w _ I R 2 A22 ROOF PLAN S7 ENLARGED PLANS Z -. o✓ FIXTURE COUNT KITCHEN _ STQFR. HALE A30 ENLARGED STAIR & ELEVATOR PLANS S8 DETAILS 'a Q o OL-79 3oo=1 OL-ACCESSORY A31 ENLARGED TOILET PLANS & ELEVATIONS S9 DETAILS W_ H C; OL-241/100=3 W Y NARTHEX, A-3 OCC. A32 ENLARGED COURTYARD PLAN � SANCTUARY & E 1 S10 DETAILS t/) �-- - - A40 EAST & WEST ELEVATIONS 1M/IF v _ - _ � S11 DETAILS _a � MAIN FLOOR OFFICES, B OCC. (22.5 X.2} -11 - (22,5 x.2) \jT6jA41 NORTH & SOUTH ELEVATIONS S12 DETAILS z - "- 8.3 X. 1 4.5" REQ. 4.5 REQ. 026 S13 DETAILS 1M/1F 8.3.. EQ. RA50 BUILDING SECTIONS o „� � 1 L__ A 5 FUTURE PHASE 1 " WALL SECTIONS MECHANICAL & PLUMBING DRAWINGS Q � Q cn j CLASSRM. 004 &. 007, B OCC. i ■ 84" EGRESS 84 EGRESS A52 WALL SECTIONS c _ 1 UNISEX 36" EGRESS PHASES A53 BRIDGE ELEVATIONS & SECTIONS M1 LOWER FLOOR PLAN J Z CLASSRM 003 & 006, B OCC. _ 2- 4 A54 PORCH ELEVATIONS & SECTIONS M2 MAIN FLOOR PLAN Q W < w 1 UNISEX A60 LOWER FLOOR REFLECTED CEILING PLAN ELECTRICAL DRAWINGS o W Z m LOWER FLOOR FIRE LIFE SAFETY PLAN o COMMONS 012, A- 3 OCC. 1 Z A6'1 MAIN FLOOR REFLECTED CEILING PLAN E20 LOWER FLOOR LIGHTING PLAN Q W 3 1 M/IF CS SCALE: 3/16" = 1 '-0" A70 INTERIOR ELEVATIONS E21 MAIN FL_COR LIGHTING PLAN z Of a Ui CLASSRM 016 & 021 (FUTURE DAYCARE), E-3 A71 INTERIOR ELEVATIONS E23 LOWER FLOOR POWER PLAN o v 1 UNISEX STOR. FUTURE PHASE 1 A80 DETAILS E24 MAIN FLOOR POWER PLAN o = 0 0 100 PHASES 2--4 A81 DETAILS CIVIL DRAWINGS Q Q W � TOTAL REQUIRED: 3M/3F & 3 UNISEX OL-ACC F. L. S. DWG LEGEND A82 DETAIL CI DRAINAGE & UTILITY PIAN TOTAL PROVIDED: 3M 4F & 3 UNISEX - __�_ A83 DETAILS / " 1 C2 GRADING & EROSION CONTROL PLAN 42 EGRE S - ______ _ REVISIONS EXISTING WALL C3 DRIVEWAY, - I 1 C4 SECTIONS & NOTES DETENTION POND NEW WALL 1 os X12/02 DEFERRED SUBMITTALS SANCTUARY (14s;,5 x .2) I OL-2093 7=299 I 1 ��, C5 DETAILS & NOTES 3 11/11/02 � LANDSCAPE o3 03 MECHANICAL (HVAC) 29.9 REQ. 202 SEATS 1 �mQ� NEW LU WALLLA1 WEST SIDE IRRIGATION PLAN 4 414 03 ELECTRICAL 2 EXITS REQ. W I LA2 EAST SIDE IRRIGATION PLAN 5 PLUMBING , 1 EGRESS ROUTE i TRUSSES 1 I 1 LA3 PLANTING PLAN DATE 08/12/02 r TJI ( I 1 LA4 ENLARGED COURTYARD PLANTING PLAN roe No. (` FIRE ALARM I 1 - _Z�.Ll_.1-LUo(� �� _ 1 Z o !RING, w LN P�E� 7vmmi; , DRAWN TIDo�iwE" - N = - ,�URMUNTr7 �� -- = Y MAP APPROVED ------ BRIDGE _ � _ _ _ _ _ _ _ _ COVER SHEET 1 1 MORNING CUP2002-00002 1 1E4LN a N IL[ _ j�T-r h/�� ALCCa RISE D`2 -rn - - - _ - - - .r LV�DG f r OUR REDEEMER C. _ � . 1 CRI CT --- - � _ -- - �-A T� - -- - �irm I ► 84' EGRESS !(175.5 X .�> _ _ LUTHERAN CHURCH y 9 I - - - a -- -_,- -- 3s.1" REQ. _ D q ,LE: .T.S. 20.4"02 REQ) 1 t > - o EXPANSION ��rT Q 72" EGRESS` 1 -- - - a_e4/too.? I INp0� _j w = C` NEY f �1 TIG�ARD __ _ �NTR NAR�THtX - - - I - -_- -- - ,ti1M_ �IOG�sr v CITY OF ' 2 1 3 H 1 .......... i l moi' OL-1089/7=156 1 i I - OFFICE - MEC - p SC f u, approved.... ................';....... ... ........ ...» 111 N TR 115 OTT G nditionall pprovad.. .... .. . �- __- -- 1 EXITS REO. 1 I 1 13 to se a - ,o y n edirr' o I I _OL-92/100=1 OL-62/300 1 : < l� I �!�`' �. R�oc��s For only the � �% - !j Ti S 1 1 j (i� \\ r I -� I T NOG. ""' .............. ........( ) FQ FICE CO�1F I MTG. T R. �l - S ,Lan rIf Follow ): 1 106 107 1 1 G� 116 \\ ,s�. WOMEN OL.-293/100=3 Ol_-241/15=161 OL-222/15=15 1 RECEP. JAN_ ..` ;�.,�a,,,,,, attach. .. 1 1 112 1118 t r ', .o ` r '6 ~ .0 1Qte:.... r.. 1,�K.R M_ OL-126/100=2 o ,nr� �- ?�r r +!•�.F�fJ�''��wt� OL-ACCESSORY 1 U2 , _ 1 I 110 +r 1 .5 1 5 ! L-215/100= OL-1 300-1 ' STAR S 0 - I.......... _ istt -- N ► - ;,w a�� r � �-_.�1 Wool. ! .� 7- -- OL.-ACCESSOR t�9� ° - 1 T � 0 1 1 10� - 'I D - - - U 1 AUL. IK MSN 1 - -- DOORS TO HAVE ` I� ,l ' �7 t I_ _f-. --- - - 105 I --- 1 MAG. HOLD OPENS. 09 �UNEFF ST u j OL-ACCESSORY i + - i -= _ = - _ - -_ _ WAIT _- W - POPTLANC ON _ 114 _ � - ' O (102, X.3) 1 _ OL-100/3=34 w rNUTLN ° N J - - N �� G 30.6 REO FUTURE u - _ - -- _ --- - - 3 D�� PHASES ■ PHASE 1 ROSY U 100 reel 403 feel 36" EGRESS 2- 4 i -`-- -- DRAWING NO ro All 'Lc .1 JF/ � MAIN FLOOR FIRE LI FE SAFE TY PLAN = _ _ - ST Z � city orTlg.,rd ( r _ _ SCALE: 3/16" -- 1 '-0" __--- - �- -ldbeh onlh4m.D 1.for p.n.Nb N ,Dead 3401 _`I -- .hould h.wdMd w.1h the O.+aopm.nt S.rvb..pMu"n 1312S SW He,enrd Nord,OR 01223 B UP2 02-Str. 0425 BUP2002-00425 - r nap/new. 1 tlp.d a a. 54 of 54 t are fisc eL.r....r .r.y�M ........_uw _....--.Jk--.... ..-....Wf..r�. _aN1M',�.��.WJ Wiv-.dwasNAHlb'Nr!`'B:^':1 .-"_'•ZPT[.IPIM'M'.lK!.Ti`V!r .W ANO.'°i'r"XI�' .�. i uYdl-0 :": IA nlir.,.E91:F°i"r.,..... .... .. -. ,..- .. -._..._.__ -, tr 4. __..... . ,'r. .: I. - 6 Y! iw+,r.Y"IYA."&'1I .w�_s..`3!- - ''��:�.i{}tt ^• y..nw.....,nwiNU u... -..•.,..-....- ...,...OI/1N1.!+p,.' +w NOTICE: IF THE PRINT OR TYPE ON ANY r r I r III III Ill I I 1 III I I III III V I I I I I I I r l l 1111i1 1 1111111 I I II I II I I I I Jill11 III III I l l r l l t I I III III III III III I I I'111 I I r I l I I I l III III I I ! III I I I I I I I III III VIII ! F IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I 11 I I I + 1 I I I I �1 ITIS DUE TO THE QUALITY OF THE - - t g 6it g fi t; Z Taluw VIII Illl,llulllll�llillllll�llll IIII IIII IIILIIII IIII IIII IIII Illllllll�llii IIli�llll IIII IIII IIII 1111�1111�111111111�IIII�IIII�IIIIIIill�lllllllil IIIlIIIil�lllllllll�llll�llll� Iilllll I ii I T � I�lUlll �. Illlilll�llfl�llll�llll�ll L IL�J1U 1111111llill 1 �� 1ll .111111IINllI