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9725 SW DURHAM ROAD-3 1 rt ZONING AND LAND USE STTE INFORMATION TAX 2S11CD, LOT('/t ZONINGPMAPIDESIIGNATION4- R7 �77� '' � ::d � �� �'�� t• c �• CONDITIO!iAL USE PERMIT CUP2003-00009 'u ., tr` t� / n� 133, 400 S .F.TOTAL SITE AREA = ► s - ^• �, `•, Ale(, �� A.- 27 ,964 S. F. BUILDING AND COVERED WALK SITE COVERAGE - 21% (� «+� C�' / U(` \ 02vj 67 ,000 S.F. PARKING SITE COVERAGE - 50% Fi'- trr' d/ 38,436 S.F. LANDSCAPE SITE COVERAGE - 29XW ANE � / I .. . $ f SHOWN TOTAL PARKING REQUIRED 153 SPACES ?? nA ,�• u_�� , r - f�4 -_ TOTAL PARKING PROVIDED 183 SPACY3 r 1 _1` •-, L _ ��` "' HANDICAPPED PARKING REQUIRED 6 SPACES -/ • V.-ml :+c foe Y HANDICAPPED PARKING PROVIAED 6 SPACES Et�15T, aIP1E �, • �,.•• s�,_, "; , �_ $I� �"" .I � MAXIMUM BUILDING HEIGHT' 35 ' ABOVE HIGHEST ELEVATION WITHIN 5 ' OF HYIDI•'�ANT AT �, �j �i•' � � �. I _���r f �, ,� QJ r ONLY d1.J1 L Ir-�C�� -• BUILDING Apr i 1Ci•t, 154' s , ao i ry t+ / ♦` tbP'1EWTWU�'I+.i CT. ✓ _ .` ,.,.., .« � � r \`�~ HEIGHT SHOWN 34 ' ABOVE HIGHEST !ELEVATION WITHIN 5 ' OF BUILDING t=tY,v►.� Wf'-1oP Sr. �!• ' '« x ° � =� �'T' �•!y. W ITN11.4 '25 OW ! 4 CHLJ"r-H l0P'1D1aFr�TY -- Ex ° T. as E - �►°c.,r -._ r !° s .>< �6 exl� eHCE -o �y-,1=• MA.t, � r.+C,T r-. OF 1'v - r r .101=P'-1T 5 T P •� o �'•. \1/ I/ N 00" 07 1 I E 45-15, r �/ r_ i '� r� i - !J . - j ( r+� �d .,•>1;« r..' Ir, t ! 2'' • �l" • 2' o � • ICI" /� • pu • • _ - v a IH C t o 12 O I.1 --. 1 O' F P"1�S �'� ++ .,�,•.,. + ��.� _. -L �.•_- ` T� �� E - --- ST --- _. -- --- T---- f. T - _- ;T E -- STS-^------ �_� S S XIgT, 4" ' . f• ;' y �. I A N . � " - •` II architect • planner +- '~ , 9 .. E x. T ) F. 1.7 - `,• -' ., �,� �� _ SEwE►"l (' Gi.'. 1 :•1 �" s `"` �c -,� �- T" 'S - r.l_ ,{ � A.---- 8026 SE 21st Avenue I _ --- - - - _ i / 1 , o , ., r' r • -,N v, w�u , 1 Phone 503)238 1OH6 y :•u�, • • -� ,� , Portland, Oregon 97:02 lu'� ,;. WA-t=w� - �\ fr plw 1^�TQN T IG nl ._1 �:A :�►4�n I __ 20o'• - - / _ r-1 ;� b w V 4 G I tJ IT Y - I I �ir EXIT, PLA.'( \ . Ib r Soar Sur-,a^cE� vTpl>-,.-1 'FREE PLA14 A(,TES 1 ` E)• Iv" \� J / I ( ,� O -_ J j THE TREES SHOWN ON THI5 PLAN WERE �' F'n \�� "�--' I I .1 I -J • Q LOCATED, SIZED AND IDENTIFIED BY GARY bo 'Jtw t DRENJEL, CERTIFIED ARBURIST, ON 9/5/03. THERE. ARE 34 EXISTING TREES OVER 12." DIAMETER, THESE ARE NO'1'FD BY SIZE LL 1 • l a t -. - - --- � t // '=tP"� �11� I - _r:_. - - -- ( T I i^� _ ._ _MAJLCyr \ S• F t= THE � � RE ARE 8 OF THESE PROPOSED FOR REMOVAL, LEAVIN IS RETAIN 7 r/ 1 11 Q >I• I _- --_ ._ I X - � \ �l a► G 2 6. THIS_ S a - gp'"o4= - �- • �, X x ' OF THE EXISTING TREES, THEREFORE NU6 5 1 �7�� TO I, E�F�.��� ,� W MITIGATION WILL BE REQUIRED . ro"1 O W LINE z Cr11cKt?T ovEP 1 - I 3" t - E yc 1'•r• '''100�CV �-. NO WORK IS BEING DONE NEAR AREAS Or' NQvv fENt� yv^� _ TREES TO REMAIN, THEREFORE, NO TREE U � __ _ �_ 1"1E1-�10�E P/♦T1G� ~- PROTECTION MEASURES ARE REQU1f1F;L' . (� W^T t A i --• --' _ _ .-_-r-�- - _ - _ �d v�.` x'19 r' -1 C.7 I '-i J ~ �� I pHot.� I -- oo, 19, U _ sco _ _ _ _ of T I_ /\ I �V _ I Mrti`� ; - ��v, I" 1 I ELECT, 1� f),rHER EXISTING TREES SHOWN ON THE PLAN (r L/ J b ti P`I CK �.� \ + = C A►.+.f. .L I C /�. - r"• �vn.u�T I ARE LESS THAN 12" DIAMF: R. !ltclbT. Fipn9-- �\ ��� •'�, L� -- �' •-- - - - f I 1 'u ` j , N1r1OP"`AWT ►�: 4 `v' �� '1', �t]i Ab 1 I --- ' C�►TY EKIO'I, �- _ / CTP-AW G-f-'C _ _r__.-- .-il , lJ 4^ o"C� - ) � • LIGAN N _- •.__- --..-i:-- --- i - UKIbT. 1 �� • • -�` ', L ELIMINATE I I I 3co„ ��,� I _�.. _- iooLa cry r,ARY DREW CERTIFI ATE P PNO 360 fZ /� U < P^P"1K 1 N Ca � "` (.•� -- • 1 w,�►^)K I Hcy , �� (� . LOT - Z S�� gio^cE FGv'► 'r,�•�' j I K wvl~ECC ff 05 05 TO j FI N1=w 5TA11"15 -- 1\ J _ . _ _ C� 1--•> '� I ( i 3 c �' Er;< s T E E X►5T. T P'1 E E e o v P1 I ., Il. I-- Q b1Ar'1t TFh'-"1 T� t}j� � u FxIbT. � �ANt,OSC�IpE - U rI ) I /7c T P'1E�g 4)V F !2 I Atil L T!'• 1' \ ro E \ 1 i rrtE•A,'N I`"SETw6ErJ r<1 J 1"1,C I P-i CJ A rJ 1 /� i�dj Li I OAK W i LK� TYP. E � U - \ p L� O O OAK �' w 2,r • ?v" U ��7 I cc `1 � i DRAWING INDEX `! I OAK OAK i �r TO P'��MAI N1 Ar } \ O ( J 3 CA) Ir'AP"tiKl NC+ /{P"1FA �.! ARCHITECTURAL � 0 \ 3 I I 1 _ ` ' ALL. �1 �;...-.L2C_..__----- _ SHEET 1 - SITE PLAN, VICINITY MAP, ; A��� InSPEC 6G! E;.�UIRED DRAWING INDEX ' SHEET 2 - EXISTING/REMODEL AREA FLUOR PLAN, ��\ �� I OAK Site o1 Or?�^n 5 nlctural S C!dl Code - FINISH SCHEDULE _ 21 ii I c� I _ _ _ e_ __ �._.__ _ _ Q SHEET 3 - ADDITION FIOOR PLAN, DOOR SCHEDULE Concrete Arlt ` lc�g 8:w.:1_ T_ SHEET 4 SECTIONS, DETAILScc is Inct�f ocJ I.. L nrre,• i SHEET 5 DETAILS I SHEET 6 - ELEVATIONS ` AWM Special c. rsltirtnTcriciuta 1 r:Ima 0 \ r x I I STRUCTURAL A Ot.anfOrc,np .^.Peel t*r�srr�u.ai;,L s:�al Tendon• SHEET S1 .0 - STRUCTURAL NOTES r' ,.}-',r ; ' ; 't1+ctural W•Ittino ExtL,T.! I SHEET S1 . 1 - FOUNDATION PLAN SHEET 51 . 2 - FOUNDATION PLAN rn Cn c x s T. Hi h.Strbnklth 6r:lt pO`� SHEET S2 . 1 - FOUNDATION DETAILS v J �•� � \ 2 t4.3�` r-1s.i�i^ •4='t_o�.. 2 w,e.LKv'.AY h 0 - / \ ext Ln WT \ Exl�+ �Dow+•f. yowl-+ >.ivrtTs oN wo�F` roovt ,0/ (� \ S i:ttlrel Maagrirl �, { • L SHEET S2 . 2 - FOUNDATION DETAILS `� \ �V SHEET S3 . 1 - ROOF FRAMING PLAN d 13`sM c•d C. Currsdc-- •` ` \ � D } SHEET 53 . 2 - ROOF FRAMING PLAN - LE I d Net n Cu +cr•t Fi;l . ,f\ SHEET S4 . 1 - FRAMING DETAILS (� v d_� 9'_a" g'•o" g'o" 6_u «' e'-u SHEET S4 . 2 - FRAMING DETAILS SWAY ppll Fire- alcittive e0011415� -- -_ -) P"1E 5 T P')t ISE° TH M A I`A A _ �_ __� Pill+lp•, Ur111ed PI•r>r st11d Ga uctns N l :� SHEET C1 - SITE GRADING, UTILITY PLAN 1aCIVIL -A IIT. 2" wATEI'"� i -' --- E X I `,T 1 ►.,1 W�Urh►C� , , SHEET C2 - DETAILS t90AP"-1 r� ► Iv C_ I IJ C.9 'J 1 !45 W0&%CKrsx 15T, Z METE" 1 �./ C7 Sp04141 Orsdlnp, Excavation and Fill �\V title` 1 _ C� loP'IEVENT P"'l C) 3rna yRt•a� \ r�,r • I, sheet t i 1 le t u l •♦ ' - t"`� �� � � i ..� E �,,� u SITE bE V E LQI'., I` , I t r, It N 0 r E : c E I- .`�h 1�e IS T e� 1 r 0 I"a -, . L A r.�IC7.•iC/'�t�''f" J, _ I u r,t_ �: iT� LITILIT (= 1 P'11;r �� , � • ✓� r • � ,• 1 � ;J / - I tV .l�ll.t 5 I tr d FP'10_ Ir,t� P"�OJC � T - _1 , ~ b/ '\•J r ' C� �? -� � ,f1 ` C� l� ", ' 1 'ir`r...-1 � GyfJs' I � 2 - � GCaI.!'T'P�GI_ ►�L.l1r- WP"�E�',�P-1VAtlC;J • ,x1 •� r� 1 Ems. o SI x �Q x�Q J MoLAN `1 ti _� ! 1 i < v j, S ' . _ -� ?0% �l 111►-u hl{ u • 1..; tGP'1tY _S. �' - 1 \ ` 1 >lor VC' __,� bYCM-nor• •1:. _ ll' • w rrll 4 1 � I T • , (. i`/ _�, O• `C)• Z�N \ �t E • 19i� ( �� � �/ '' E�, �f`\�e � • .�.'�YC � �� (tel" • E� , � SEI' • / � L. I'�'�t ! /� � � � E C ( J SYCAMG O S•y r�,Iti1Cr'Z!_� % J 00 OSI 1 c0'r W Q 31. '�I 9Y t.1++� ' L.I SYc��••t�h r �G �YCNM��'�f. �-/� ."1 _,•�'- r --r--- - CIM r t -r` �� i - C..' ._-� • lti7 -, E91.5T. sr'e><w.,�k DUERRE4 - �. _- 1r- _ - _ - -- Fire Sprinklet AA- project no. _ _ 1-40-4� b CA.lb - . _) _ 7'O 4r�`-C?'' Fire Alarm __.. . r --_ -'' E X I gT, FIV-)F- _y__T - Mechanical C_U Eti(i6T, b ' - - - �. __ 1=?c1'cT . �rwFi Iot,,_F_: /uvl•rT -� t1` Cell-)ANT ------ �}tI P'1.G.Vv, plumbing w^Ter, TO E7(157. gilt c LANE W/ Ir►1DIC/'�ZOP'-5 f�IJFrA1�� - -gK , .T e•awElY� POL.F w/ _,f�N� ' Bkctrlcd ,. date H`i 10"ANT GJ , W, 9 p.TH CJ- `rp')'F E T V 24 -G' " 92 _Q ' t t Tnw I?n�intertrl� . r 5Z -o'' 4/�� / _ i GOAE CON�0RM tq_4 sUMMARY PelIC,lHTpP"'1ESEFl1i .TIOhI 0dW wap .--• revised Ot.i t_`f r 5�� P♦tDJv: T MEN T 1 AP")EA F=OP--, FUTIJP',IF PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH REQUIRE14ENTS OF THE PROJECT SHALL BE IN COMPLIANCE WITH THE STATE OF OREGON ENERGY CODE, NEW PA 1 N'C i_i[7 Aver+-�c,w�. ! ,I'_ p"� P-,IC3HT -OF - \,%,AY , JI► ---- --------- -- ------- - - ti0 �Lt l[_Iry wC.V I S ALLOW f Cl STATZ O1P OREGON, 1998 EDITION, STRUCTURAL SPECIALTY CODE, BASED ON THE PRESCRIPTIVE PATH - ZONE 1 AS FOLLOWS: Exl �T. t4z, "v T�iW" '�rAT w TFit, A;"-,FA 1997 EDITION UNIFORM BUILDING CODE (UBC) • OF E K I r 0P"'11�/FAl �' Uurnani Kit `//G� ' WALL AREA - 6349 S .F. , WINDOW AREA R 460 S.F. , PERCENT OF WINDOW AREA SEE AIO•�J: TME'F►.1C I sheet no. BUILDING OCCUPANCY GROUPS ARE A'1 , B AND A2 . 1 AS NOTED ON THE FLOOR - 7% E'ol'34 4-O(118h PLAN. ENTIRE BUILDING ASSUMEn TO 59 A2 . 1 OCCUPANCY, FIRE SPRINKLZRED tlit �4 I IN LIEU OF 1 HOUR CONSTRUCTION, WITH FULL SMOKE DETECTION AND ALARM MINIMUM REQUIRED Fr001► INSULATION R-19 --- SYSTEM (SBE TUALATIN VALLEY FIRE AND RESCUE "BUILDING SURV?Y REPORT" ) . ROOT INSULATION TO BE INSTALLED R-19 51 T F_ IQ� V S L.0M�MFN T L/��+ �5C�1'' PI-)00P A �"1`" T-CF- K-Dr S ;.�SP ')VATIUh�a � L,�.1-,1 BUILDING AREA NORTH 02' EXISTING 2 HOUR AREA SEPARATION WALL, AT GRID MINIMUM 'T"rjUIRED ''NALL INSULATION - R-13 177% 2 0 N G, IS CONSIDERED A S2?kItAT9 BUILDING . NALL IASULATION TO BE INSTALLED w R-13 Of X CITY F TIOAIaCs BUILDING AREAS: 9, 114 EXISTING BUILDING SOVITH OF GRID G AREA SEP. "ALL MAXIMUM WINDOM U VALUE U - 0• 54 B 1]011,01` Approved �Nrr-.. NINDOW U VALUE TO BE PROVIDED U a 0. 64 !,! •"IPI-A 11 %r ttF4 �,onditionally Approved - ( i i.•. 91092 ADDI TION >< Al lO , HOOK For only ilia w rk as de�cribtsd in 17 , 906 TOTAL VL.OIOR AREA THIS PPOJECT !, IR Al.( ALC3 PERMIT N0,�3UP_ ZO.d SLAB ON (TRADE IS NOT HEATED SO NO INSULATION REQUIRED. i�(WOf#nl REPORT f3Ap.Letter to-Follow, 1 PERM VAPOR RETARDER SHALL BE INSTALLED ON THE NARK SIDE OF ALL Jol-,Adrlress � _4�..S(� Q� ���L� INSULATION. DY L1RlAN_ I,te�!eDele:-4<- +_ __ OF CQrY ®r wp"WWW"14MM Rl11�'AI�1. _.. . .... : r.... . P r 'I I l i l 1111 I! 1'!111111 N 11,1 ! I I I p..; 1� t� e>�.+yMw�ttkl'a1�*�r+:!�Ixrrt�§+a6'1trt.F+r�:�us,�ti�i�'bel!a�Cd�:.::a;,•a .a....�„ ..::,.,. .,: ;. "�: LEGIBILITY STRIP I I t I l Itl H ,Ill lul nU !u!`�1i'u 111 ► Illi lul Uu n ! ll��illllf! !n! ►!!1 !1! rtn ullinll I+II Inl� I II)i!!! II IIIIII I111�1 ! I!ll�Il lit ,;ll +l It I ;,r � I 111111 n�l�in � , .r CM I I � � >� I n � � 3 � 1 � lOmm=,cm O I I 2 13 14 I I IA 11 fig 19 20 2:1 22 23 24 25 26 27 28 29 30 7h . , $I 1 I OI4. r HOHI tyrOZ� r` I° .>��r.�� 1a„I���a�l��lll�il�,�.�1�1.�1��.1;�1,1� aa.�I.��.IJ.!a �,1.tl.I�I�..���1!,1,►l�.11,��l�,�l.1,l�,lel,�r.1.w,l�1�11.1.i.1.►.ul�.(•�.�1.�.�,l�,ir�.l�1�.�� •r�l.�l..�;,t�,�t,� . _ I...°8 pk ria• ' .. _. .. .. ROOM FINISH SCHEDULE DRAWING SHEE-.-'--,2 NOTESWORTH EAST SOUTH WEST CEILING No ;ROOM NAME �FLOOR BFM ;MATERIAL: FINISH :MXTERIRL.' FINISH ;MATERIAL: FINISH :FFTERIAILI FINISH :MRTERIAL: FINISH HEIGHT 1 REMARI*S 1 . INSTALL FIRE SPRINKLER SYSTEM ONLY, NO OTHER WORK IN THIS ROOM. ;100 ?TOILET :VINYL :RUBBER:9VP.80. :ENRIMIEL :GYP.8D. :ENRMEL :".BD. 1ENRMEL :691P.1110. IENRHEL :6YP.8D. :PAINT 151-3" APr ;101 :OHM" 2 . INSTALL FIRE SPRINKLER SYSTEM AND NEW FLOORING , NO OTHER WORK IN ;VINYL ;RUBBER:Svp.@0. :EifIMEL :GW.80. IENAMEL :".80. 1EHRMEL :(rP.80. 1ENRMEL :GYP.W. ;PRINT 14'-1' 1 THIS ROOM. 1102 WRLLboy I0WTT:RUBBER16W.2D. :ENAMEL :GYP.@D. iDW415L :WfP.BD. :ENRMEL :GYP.W. IENAMEL :OYP.80. :PAIW 810011111 VAR IES (IS -__; URINALS AND SINKS, CAP PIPING IN CONCEALED :103 STORM 3 . REMOVE TOILET, IRUBBERIew.M. IENRMEL :".610. !EWJIEL :GYP.BO. :ENAMEL :GYP-8D. :ENFVI!EL :13YP.60. :PRINT 1 151-3* LOCATIONS, PATCH SURFACES MATCH EXISTING . :104 :AUDITORIUM I RUBBER 0ki CARPET ,pAINT :".BD. ;PRINT IGYP.80. :PRINT :1NV.9D. :PRINT :GYP.80. :PAINT :VARIES :SEE DETAIL lell FOR CAST WALL ACOUSTIC& TREATMENT i ------ 4 . REMOVE PORTION OF WALL, EXPAND ROOM AND ADD TWO STANDARD AND ONE �105 :TRAINING :CA1RPET,'RuGBER:ayp.BO. �-1 155 7- Z A E :PRINT :GYP.80. :PRINT GYP.ED. :PAINT :61P.M. :PRINT :GYP.BD. :PRINT 91-0* HANDICAPPED ACCESS TOILET AND PARTITIONS . REPLACE EXISTING Lhi 1106 IR-y- 9WTN 'CFdftT:RUBBER:Gyp.so. :PAINT :GYP-80. :PAINT IGYP.86. ;PRINT -----:aw.EID. iPAINT :6YP.BO. :PRINT 91-0" FIXTURES, TOILET PARTITIONS AND COUNTER . APPLY NEW FLOORING, BAS--- 1107 ;MECKIn-ECT ICONC. ;RLSBERISW.80. :PAINT :GYP.8D. :PAINT I wiep.so. PR I HT ".80. :PRINT ;GYP.Bc. :PRINT i 91-Om I AND VINYL WALL COVERING. INSTALL TOILET ACCESSORIES PER ADAAG r 1-: -__-I=____-;--:---1 1 ---: ----:---:---;__: FIGURE 29, BELOW. :100 (LOBBY VCT ; UB8ER:6W.BD. :PRINT :OPEN ;NONE GYP.90. P"I HT :6YP.80. ;PRINT IRCOUST. :FRCTORY i 10'-0' :SEE RLTERNATE I FOR HEIGHT VRRIATION :109 !CLASS ------- 5 . INSTALL BABY CHANGING STATION. :EXIST IEXIST :EXIST 1EXIST :EXIST IEXIST 1EXIST :EXIST EXIST EXIST !EXIST :EXIST :EXIST IPRTCH AS REQUIRED AT FIRE SPRINKLERS :110 :MECH. :EXIST :EXIST :EXIST ;EXIST-:EXIST-:EXIST IEXIST :EXIST :EXIST :EXIST :EXIST IEXIST ;EXIST IPATCH AS REQUIRED AT FIRE SPRINKI.11tS 6 . ROUGH-IN POWER, WATER AND GAS SERVICE FOR FUTURE APPLIANCE AND I-:- Li I I I HALLWAY CABINET INSTALLATION BY OWNER. VCT :RUNW.R:EXIST :EXIST 1EXIST :EXIST :EXIST IEXIST EXIST :EXIST :EXIST :EXIST !EXIST :PATCH AS REQUIRED AT FIRE SPRINKLERS :112 MECH. :EXIST :EXIST :EXIST :EXIST IIEXIST 1EXIST :EXIST :EXIST :EXIST IEXIST :EXIST :EXIST :EXIST .PATCH AS REQUIRED RT FIRE SPRINKLERS 7 . INSTALL RESIDENTIAL TYPE RANGE HOODS AS PART OFTHIS PROJECT. architrict - planner 1113 :ST(IRAfiE ICOW IRUBKRIEXIST 1EXIST :EXIST !EXIST :EXIST ;EXIST MST IEXIST :EXIST :EXIST IEXIST :PATCH Fra REQUIRED AT FIRE SPRINKLERS 13021� SE 2 1 st Avenk ju oWNER INSTALLED RANGES SHALL BE RESIDE14TIAL TYPE AS ALLOWED UNDER p0mand, Oiegon 97202 :114 :WOMENS TOILETIVIWeL :pUB9ER:Gyp.@O. IVWC :Gyp. W.:Vwc ;GYP.Be. :%w GYP.60. 1 Vwc :GYP. 80.!PRINT :EXIST :PATCH AS REQUIRED AT FIRE SPRINKLERS ORS 455 , 060 RULINGS ON ACCEPTABILITY OF MATERIALS, DESIGNS OR 1115 IJANITOR Phone 1,1503) 248-1088 E x E- 'Z Z A ),; t-� E 00 L^ I VCT :RUBKR;EXIST :ENAMEL :GYP. aD.:EmRMEL :GYP. GO.:ENAMEL :6W. BO.;ENAMEL :GYP. SO. :ENAMEL :EXIST :PATCH AS REQUIRED AT FIRE SPRINKLERS METHODS OF CONSTRUCTION AND PPPI-4097 - COOKING FACILITY SHALL NOT / &,I :"' I - C) PRODUCE COMPARABLE AMOUNTS OF STEAM, SM,)KE, GREASE OR HEA,r TO A 1116 IKITCHEN !VINYL :RLUKRIOW-00. :ENAMEL ;SW.W. ;ENAMEL 1".W. 'F4RMEL 10W.M. !ENAMEL :GYP.80. :PAIN'r :EXIST (PATCH AS REQUIRED AT FIRE SPRINKLERS FOOD PROCESSING ESTABLISHMENT WITHOUT REPLACEMENT OF HOODS TO III? ISTAIR IEXIST ?EXIST :EXIST ;EXIST 1EXIST IEXIST !EXIST :EXIST 1CAIST [EXIST :EXIST :EXIST :EXIST :PATCH AS REWIRED AT FIRE SPRINKLERS MEET TYPE I OR TYPE TI COMMERCIAL HOOD REQUIREMENTS . 1114 :LOWY -?VCTIRUBIBFRIGYP. BD.:PRINT :fYP. 90.:PAINT 1". @D.;PwINT I". 9D.:PAINT :EXIST :EXIST !EXIST :SEE CEILING ALTERNATE 1, PATCH AT FIRE SPRINK. UNDERCOUNTER SANITIZER SHALL BE LOW TEMPERATURE TYPE NOT 111! ?STAIR 1EXtST IEXIST :EXIST :EXIST :EXIST :EXIST :EXIST *.EXIST :EXIST -IEXIST-:EXIST :EXIST !EXIST :PATCH AS REQUIRED AT FIRE SPRINKLERS REQUIRING A VENT HOOD. :120 'MENS TOILET !VINYL :VWC :GYP. BD.:VwC GYP.BID. ;V14C GYP.go. ;VMC :Gyp. 130.;PAINT :EXIST :PATCH AS REQUIRED AT FIRE 9PRIHKLERS - ___:- ---1----:----1----1 8 FRAME NEW WALL AS REQUIRED FOR CONCEALLED PLUMBING AND ELECTRICAL, :121 :RECEPTION IEXIST :EXIST :EXIST IEXIST :EXIST :EXIST :EXIST :EXIST :EXIST :EXIST :EX[ST :EXIST :EXIST :PATCH AS REQUIRED AT FIRE PRIHKLERS SYSTEMS . 122 :bawaut" :EXIS( :EXIST :EXIST 1EXI11T IEXIST IEXIST :EXIST :EXIST :EXIST !EXIST :EXIST :EXIST :EXIST IPATCH RS REQUIRED AT FIRE SPRINKLERS 1 14 . SEE ALTERNATE #1 FOR INSTALLATION OF NEW SUSPENDED ACOUSTICAL 1123 :OFFICE ;EXIST IEXIST IEXIST EXIST :EXIST IEXIST :EXIST EXIST :EXIST !EXIST IEXIST :EXIST MST IPATCH AS REQUIRED FIT FIRE SPRINKLERS I TILE CEILING . EXISTING CEILING TO REMAIN :F ALTERNATE 01 IS NOT EXERCISED. 1124 :HRLJMY ;EXIST IEXIST :EXIST :EXIST :EXIST :EXIST 1EXIST EXIST :EXIST :EXIST :EXIST EXIST :EXIST IPATCH AS REQUIRED AT FIRE SPRINKLERS (03 �j A 5125 :OFFL�E ;EXIST :EXIST IEXIST IEXIST IEXIST IEXIST :EXIST IEXIST ?EXIST 1EXIST !EXIST IEXIST IEXIST ;PATCH AS REQUIRED AT FIRE SPRINKLERS 10. REMOVE FOLDING PARTITION sys,rEM THIS EDGE OF MEZZANINE. RELOCATE O"r 152 T".,&,T NOT OPERABLE WALL AND ADJACENT DOORS AND HARDWARE . INSTALL TRIM AND .126 :0FFIQ- IEXIST :EXIST :EXIST :EXIST IEXIST IEXIST :EXIST :EXIST IEXIST 1EXIST !EXIST :EXIST :EXIST :PArCH AS kEGUIRED AT FIRE SPRINKLERS I 7"IE 4_ Ey,,. T. DOOR FRAMES TO MATCH EXISTING. REPAIR DAMAGED VINYL AT ONE WALL :127 :MECH IEXIST IEXIST :EXIST IEXIST IEXIST :EXIST :EXIST :EXIST !EXIST IEX19T :EXIST :EXIST IEXIST PANEL. :PATCH AS REQUIRED AT FIRE SPRINKLERS 129 :STORAGE :EXIST IEXIST :EXIST :EXIST !EXIST :EXIST :EXIST :EXIST EXIST IEXIST IEXIST EXIST :MST :PRT^�H AS REQUIRED AT FIRE SPRINKLERS 11 . ALIGN WALLS WITH FXISTING HALLWAY AND STAIR. APPLY 1,12" X 1 1,1211 112119 CL"so :EXIST :EXIST iEXIST 1EXIST IEXIST IEXIST IEXIST IEXIST I EXIST :EXIST IEXIST IEXIST IEXIST :PATCH F45 REQUIRE[) AT FIRE SPRINKLERS I STAINED WOOD Tf'�.m AT EDGE OF EX!s'rING VINYL WALL COVERING . NEW -5"rop--N. rp-f C)r-.N 0' z 1130 IRULTIPURP9SE IEXIST :EXIST IEXIST !EXIST IEXIST IEXIST IEXIST IEXIST :EXIST IEXISTIEXIST IEXIST 'EXIST !PATCH AS REWIRED AT FIRE SPRINKLERS =3 10 L_'_�@ 9 WALL CONSTRUCTION TO BE PAINTED . 131 1 CLA82S 1EXIST IEXIST MIST IEXIST 1EXIST MIST 1EXIST IEXIST IEXIST :EXIST IEXIST IEXIST :EXIS'f :PATCH AT NIDI DOOR AND FIFE SPRINKLZRS, POA 12 . NEW HANDICAPPED ACCESS MEN ' S TOILET ROOM WITH ONE HANDICAPPED L32 I CLASS IEXIST I1XIST MIST IEXIST 1EXI8T 1EXIST IEXIST 1EXI8T :EXIST IEXIST MIST IEXIST :PRTCH AS REQUIRED AT FIRE SPRINKLERS 4- ACCESS TOILET STALL ANDONE STANDARD STALL, ONE HANDICAPPED Lu '1EXIST ACCESS HEIGHT URINAL AND TWO STANDARD HE1(3HT URINALS AND Tv4,,-) rn 133 1 CLASS IEXIST !EXIST MIST 1EXIST !EXIST IEXIST !EXIST IEXIST !EXIST MIST 1EXIST IEXIST :EXIST :PATCH IS REQUIRFrj AT FIPE SPRINKLERS HANDICAPPED ACCESS COUNTER MOUNTED LAVATORIES WITH PIPING C :134 HILL IEXIST !EXIST MIST [EXIST IEXIST IEXIST !EXIST IEXIST 1EXIST IEXIST MIST IEXIST :EXIST INSULATED WHERE EXPOSED BELOW COUNTER . INSTALL TMILET ACCESSORIES :PRTM- FIS REQUIRED AT FIRE SPRINKLERS 0,5. ;TACE OF cc PER ADAAG FIGURE 29 , BELOW. 1135 STORAGE :EXIST IFXIST :EXIST 1EXIST IEXIST :EXIST :EXIST :EXIST 1EXIST :EXIST !EXIST :EXIST F-x I S T :i2,ATCH AS REWIRED AT FIRE SPRINKLERS I_Y.I!)T, ZdT 0 to 1136 1 STORABE W^6.L. MIST :1XIr :EXIST ;EXIST !EXIST :EXIST :EXIST :EXIST :EXIST EXI ST !EXIST !EXIST :L<IST :PATCH AS REQUIRED AT FIRE SPRINKLERS WA%CIE Gr 5TUtZ� 13 . REMOVE WINDOW AND INFILL OPENING TO MATCH ADJACENT CONSTRUCTION. X1 W A 6.L 011,T AN 0 kO. z < 1137 I HALL MIST MIST !EXIST :EXIST 1EXIST !EXIST EXIST :EXIST EXIST :EXIST :EXIST- ;EXIST :EXIST :PATCH AS REQUIRED AT FIRE SPRINKLERS T -_-_ I I 1. -1 ----_/�Q 1 36 min 0 136 MEZZAI4INF ;EXIST ;E IST ;EXIST :EXIST :EXIST :EXIST :EXIST ;EXIST :EXIST !EXIST EXIST :EXIST :EXISt ;FRTCH HIS REQUIRED AT FIRE SPRINKLERS 915 54 min LL I L39 CLASS :EXIST :D(IST :EXIST :EXIST :EXIST !EXIST :EXIST :EXIST :EXIST :EXIST :EXIST :EXIST :EXIST ;PRTCH AS REQUIRED AT FIRE SPRIWLERS 36 min _-;_.___:----t-----:-- i 4 737a 0 VINYL - SHEET VINYL VCT VIWL CXNPWITION TILE GYP. 90. GYPSUM BORIC VWC VINYL WALL COVERING 12 inin 12 nun 12 42 min 0 I I - I < "s 306 1 2 M 1065 idler c 77 cc C) C) INK D ^S E, < 10 cr- (b) 0 Back W&H swe wan 0 a: i30 J Z F-- ADAAG FIGURE 29-GRAS BARS Ar WATER CLOSETS < _j UJ < NOTE Car-)i C-) v-�E w 7 5 AT 'A rd E A I T I P4 C-5. 1-i r-"I =I P--'-)IE P-�A-r E k-P A t---)S A-, 0 51EPA"^-Ti0Ip.4 W^.LL, 0 CLA-52; 2 r 7 M, uj toEp")" i"T IFE -L Ll T' j t (iJ4 ATT%C C I l� ACCP-fg5 CU 4 GA CO occ A -,, ocx (7) WOMEN 11 A v, E-QU I Ic.- F-A E rTV �'� --(--;•-� ,� e �i --- � i � �� ,.a.o m U C4.A t�t; C 2-d 10 UED - 1 - �4 + AN keoxw k'r n ^,rTic I ACCCS� I_5T I ir-4 C-p P-1119"0 L"A:L, (4- T'-1 1, 1 Fr-72-ir CCNT, k0ET L r 1 00 js IX SMOKE OCT, Ak.,&,e­)M-j 16TOP�- , 14 L. I- 1 _j 13 r_ __4 5 t: E 9 1.5 T A t I IC 1.311 �-1 F V -; b A"F !)5 tl� (I-i b occ, sheet title I=ICO o" 0 1'�:c- (I 6Y5. 140 .50P­vp�41K, 4. (D WOP')K THie) A�) IPA"T Or Tw_�' 01 wAk.51rl . _f =1 F X I Z)-r C..:; 22 .) rA, P of" 0.)F T El L LOnV -_ L C) 0 PO"A Lr K I 1�71` HLww 11-4 E'#\/ Ex LT c T L I �-J c E xIT c Lj L_ SEE EXIT I E*x 151, CL fA I coca ri + Ex i--5,T, FiH FL- 2 Cb.IV Ex t�57. V.b -4,r-L, E-L, vb,is + t _w pit project no. 17 L smu date 4- 1 -:,) /o4- revised sheet no 00 L A t-� L E E V-4 Z:) S VV WALLS - 2 �'4- _1jT u 10 S ^T i�47 e 10"�I 0n, 12 w:::)5 AT 15-X'S 1- 0 P-N u I-4 LE S 6 0-r 1-4 F_ p v., 1! t-4 v'T cz wo - mimaill K(1 '1/.':I F1,C2004-00196 2 of'34 'Pon OTT- "mow ".y.M" 11111 1111111 11111111 111111111 cm li Jill 111111111 ''ll-, iwil 3 2! 22 23 24 10 MM.1 CM 12 4 1-7 25 26 27 28 29 30 A4 01 MONI 0 01! 77 1 r f . lipl. I 00 0 0*0*4 "a ja r• , c i--------"--`--- -------- _DOOR-SCHEDULE - ------- I ----------------------------- t 1 DOORN , I ND ITYPE IW10TNilEIGHT1THICK.IESSIMRTMI1�iFINISHj RRTINS iMRTERIRLIFI NISH! TYPE I COMMENTS i t---I---i----I ------I---------' i--1----I----I----.._ 1 3/4 i H.N. 3FRINT i t M.M. IPAIMT I A t i I-------i-1 2 iPlt-C 131-0-:69-8* i 1 3/4 1 M.N. t ;��W l +1 NHIIWN rtl :PRINT t I N.N. iF"AIHT i A 1 i .t 18 IP'R.0 13'-0"I6'-8• i ! 3/4 1--------;----I_-____-_1--------- ------I-------1----------------I 13 I-----1-- M.Ft. t MINT I I N.M. !PAINT t R I ---. --- -------------------i J 3 4 ;PR.t: 130-0.16'-8` t l 3/4 I H.M. I MINT 1 I N.M. (PAINT i R , 1----1-- -1--- -i- t--- t � 1 3 'PR' 13 -016' I-------i------1--------I--------t------1-------I------- -------i -8" i 1 3/4 I H.N, I"INT 1 N.M. :PAINT 1 B t i Yom,,, and Oledull 1 6 iPA.p • c '0'16'-8• t 1 3/4 1 M.to. !MINT i 1 N.N. ;PRINT 1 9 1 i j 7 i R 33 -0•t6►-�• 1 1 3/4 1 N.M. IPRINT t I N.N. ;PRINT 1 8 J 1 ;----1---1 ---I_-----1--- ~--1- --I- --1-------1--- ---I-------1--- r STOP-1 , WOF tEN ,--- -- ---. .14 I I I K I T G t•i E Iv M E 8 I A 16'-8• t 1 3/4 1 N.M. $PAINT t 1 M.N. $MINT J ® i i i (''-? l I !� „� -._ I I 120 �ECEIoTIO�LI OFF•IG � g -:PR.B 13'--0.16'-8" t---------1- ------I--------1------- ------i-------t---- ---_-.I L___ 1 ` r19 1 -- 1 3/4 I WDW i81A1P1 1 f N.M. ;PAINT 1 0 t 1 M P G►-i - _7 171� _ I .p 13' 1--"---I--------I-------I------I---------t--------:-----;-------1-------_-._- -----t �-•-� ST/►.li'"1 37-AII' 1 l0 :PR -0"16'-8. 1 13/4 t 1qm (STAIN 1 J M.M. $PAINT ! B i ; I p _-__-_-_1-- --. .I_____.t---------I-------- __. _____t _---I_-----____»»_-___I 1! -- -- .3' "1`,e_ t--------- 1-3/4 -t 1�--I----N I---------t N.M---:PAINT- -- 6 __»►»�_.____-_ - - - �- -_. -- �1-j I T -- 777I ii M 0 12 1 p-i3'-0"16'-8. 1 1 3/4 1 1� ;STAIN I N.N. :PRINT 1 9 I ; A N. 4 0 W llt I R 13'-O"r6'♦" I 1 3/4 1 ►OW ISTRIN I I N.M. iM1NT e I I HALLvrr+Y a I----i-----I ---r------!-- ---$------ I------t---------1-- -----i------i------i---- ------------- 1 ------ I r•�A T C - t l,- 1 f`J I' S E E ra' F-1 iEE T L W - architect • plonner HALLW -- wwwwwwwwwwwwwwwl�wwwwwrw�lwsl�wwwwwwiww�rwwwwwwwrwswww�www�wwwwr�wwwww�►swwwwww�rw��wrww MMS=wwww �2-P � � 114 t R t3'-O"16'-8• 1 1 3/4 1 WOW 1870IM 1 1 M.M. IPIIINT i p 1 I l,x►�TD.S.Cs/11C� F --' -'� -O EIXI$T. PIN, 1�`, %itot5 �. lk- " _. CsP'�I10 d t----t---t----J•-----1--------t---- -1 t- -t--------t-----t---__»1-___ _��_-____I ` s 8026 SE 21stAventk3 t 113 I R 13 0.1 .:.i .: � __-_. It .. .. _ _ _ -- O R,-tland, Oregon 97202 '- 6'-8• 1 13/4 ! 1►OOD tSTAIN i 1 N.M. tMINT I S 1 1 IT Y' U� 1 t I 1---------t--------r-----I-------1----------- ------t E x 15 T ELV. NF -- c - '�► - N�►w '� Phone 503 248-1088 =---,w a• { t w F 1 til M I., 2 3 • 1 5 1 16 t A t3'-0"16'-8• 3 1 3/4 I IIOa1 :STAIN t 1 M.M. IPAIMT I 8 1 i F 214 3'� HwNE 1 E"'y MtW / ►dF 10.5• - la i �t r .� �p -..1t- y 0 t----1___..1-----1______1____- ___I.___-- 1 -I____.-__I---_----------____i 6►'1A1C'e ' crr+c • hl - wytiAP 9TL, 100"T a �i F 1 t--------i-- 1 17 1 R 13"WI6'-8- 1 1 3/4 1 IOW ISTRIN 1 1 M.M. (PAINT 1 B 1 t pr e)04 4 w N YVALI� dV/GYW. (LIQ. T`Ip. _. ,- PLJWT, ►��+ t----1-----1----1Le ------t---------f--- ---i------t--------I-------;'------t-------1---------- -----t - - _ 1 r - - r- � t c�� C_/-1 10 b dY ►' r _ t - - �- -- y- y I p I I AP1 i 18 1 A 13'-0"16'.8• 1 1 3/4 1 1� $STAIN 1 1 N.M. ;PRINT 1 e 1 i Ek1: T• P'1AMP I� �- i I E X �� o a+ 4 I T 1 i w I--- 1----I-----,---_--i ---------1--------1------I---------1--------;------J---- _-i-------------------t Q,bl+''h1 P'1 3 "r��I 0 � i C Q E O �44 -J 7►� 1 19 S p I J t t N.M. $MINT 1 1 14.1111 !PAINT I FACT 18111TE BY LIFT PCO. t jr ' t----i- 1----t------1---------1-------I-----i-•--------I-------^I------1-------t-------------------I !o � � � - i 20 1 R I 1 1 1 N.M. I MINT t 1 N.M $MINT I FACT tBRTE BY LIFT WS. I 1 r 1 1 I 'L - . 7 _ _.»1-----1---i- ----1----- l-- ----i------J-.__-•...-1------I-----I-------I------------ -----1 *-_- 21 ,i2v 2 5 rl 1 _ 9 21 1 R 139-0-169-00 1 1 3/4 1 f1100D i STAIN t 1 N.M. :MINT I B 1 I `,J 1 ---i----i-----I^----1--------1------;- ----1--------I--------I-----1-------I-------------------1 - - - I V,_,4 A 1M l B !3'-0.16'-8. 1 1 3/4 1 WOM ISTRIN I M.M. (MINT i 8 I i Q =,c151,CL) 1 AGcE5F_� TO4 IIQ1�LJ\N T I NG•r ! - �� , i23 I R ;3'-0"t6'-8• 1 -1 304 I W1100 ISTRIN t t N.M. ;$MINT i 8 I 1 - 1 �'.! P'lOc1F I JOVE-_----1- ------J-------r 1--------!------ _;-----_1------i-------- ----------J W '�EI► ti en ,�, p ;r5e2 1 1 24 1 D I50-0"18'-6• t t STEEL IPAINT I t STEEL :PAINT : FACT IROLL UP D0� 1 WALL 'p� �.,,_� • -- _ 21 II 141- ------ --- -----t---------I--- - J--- t-----__»--------- \ I Zx '.�TU10_.• FL'Ll _ --- 3 OSI I O� PLANTINcv 21 tNIIDTNC*Car,-)1101 ; n, 23 tDtIST13'-0"16'-8" t 1 3J4 J EXIST ISiA1N t I i100D STAIN i IWTCN :REL OC. OR. PEW FRRME, 1„ Z Iii, 1 / 1 O oar + p1�.12 I�_..t---1----I-----1-------1-------t-----I--------I------- ------I------ t--------'------- --.,� � �Z� --- - -'f- ':WZA Y• t 26 I[XIST13'-0'16'-8' 1 -1 3/4_ 1 EXIST (STAIN I I WOW ISTRIN I MAT0I IRELOC. DR.,IEW FRAIEI --- r _. _ U9 10 All_v 1 LAoloCs , + Stl%fit tI P t----l----1- ----I- -i--------1----~1--------t--- ----I------I------1-------------------1 * 5 _ 4 vc 127 t R 13'-0.16'-8• 1 1 7!/4 1 WOW (STAIN I I M.M. IM1NT f B 1 i I If __l? 21�'t \' �-r.- to A G Yij,iS 1/6"/F •J LE�'Vf ---I-----i-----i--- G J r� 1�l i.i n I 4_4„tuc�H'_.. io�rJ ;- -_ MPCH. FC.r--------t-----1-------t-------------------i 0 G - E K. � T 8 ,AA.�� E� S t� ,F t 28 IExISTI I I I 1 1 I I I EXIST I1NS1ALL. LOCKSET ONLYI - 1 t'• `s' i � �� 0 oo 1---I----t----I----I------•---t- -t��..l---------I---__»_I--.---I-------t-------------------I , �R33t. I SPO i �- I H I A 1)'-O'I69-00 I 13/4 I N.M. IMINT I I N.M. 1MINT 1 C $ROOF PICCESS DOOR 1 t'- - 1' ASPH• �' I� "-` -�- -1 1---1----t__«_t- «!_-- ----- -1-..»-1-------.-I-------1------I-- »- f__-- --- _-_-___-I •� - p 1 ZIZ +rl , �k- 2 A" . TOV ► 2Mu �TuIZS 1s - 212 92 21 8 Cs- _ 23 -Cp' c g o •pn !�'-C.a' g' G r P..' C0' �N �_ Wh K 1Stk�T• rt1 LOC. �,TI�iI'-1 a�EvE - 1 �- ------ _ �.--------_ -- ----------- p� C)Oor '1 :JCHEOLJLE O'JP"+e? OPP3 '°is' d W 0 I Av101T. P'�ciOF 4'' PVC' I ` ' 1D,eU, SLEEVE - ^-�•• j �� I J.. - cc I 10 z V d ex1_TT CLJP�L� - O CO�INTEP"l - - F AT C N - --.-- _ U' - _ 'At) �► At:t�11A17 °' F•"' 1�_ L EIL G VA _TEIU CEILIIJV - FLAZ CEIL11�Ca 2 2 , u- 'n /'•fi�vvS i /- A10CiV� � A2�CJVE 4 � 10 /"� N N --- - __- -_�• - -__ �_- _ __--- - --- - - - - _ - - -- - -- V r 51►J0�LE 0J ,-1 - Fut.L. I ,J j ' J A2, I ` H. Rr IAMF 30000LE PCP'11I-! ITC-r-) ( ' uu 5EAT1 Nr C@ 1S 6,F, _N 0 ' ��� I Q 4Ah� oco "1 FP-SAME 1 � MOEP'1 OG� = 4-40 a V °bAF E T'f C.LA&!, w I O T'H I to j Ifs Q 81301$L;C.P"T • MAS, CA ^C %Tl G1 `.F, I _N 7 cc 4-OV,WA A u tc7 1 UJ \ i w T A r.3 -� 00,,-SLOPE WALK 014 • I O 11 4T 2 M I p EA►-IEO F Thi► �A P 1 E A - -- - -----_ - - ► '�) _ • TIC; F:09-*) 10 BIT A I L r, � ; DRAWING SHEET 3 NOTES � r � 1p►i-1EN;IOrJ;, 5 1 . REMOVE CONCRETE WALK AND PATIO. � �- �) l! 2 . NEW 4" THICK CONCRETE WALKS. EXTERIOR SLAB SHALL BE 1/4" BELOW INTERIOR SLAB AT DOORS . u► 31 RETAIN OR REPLACE CONCRETE WALK, AT CONTRACTOR'S OPTION. 00 4 . SLOPE FINISH GRADE FROM 1 " BELOW TOP OF CONCRETE WALK TO BASE OF N �� EXISTING CURB. 01 U I A L^ J1 2*�� :.Tl!1U-`_• F JLL VYI0Th/ 5 . EDGE OF NEW WALK SHALL BE 6" ABOVE EXISTING ASPHALT ELEVATION. I O cov• exlT cC.vl�lL) lz P 1ECE:S _- E�3c+T - x jWALK PILCIT. ��� I C; sheet title 't�,3• 21]./1� ,\ r \ / 9) •► r o'^;�UF WALi< 6 . SKYLIGHTS ABOVE. SEE SECTION 2/4 FOR LOCATION. ` ` \'J I 14 I 15> ( 2 A I V, d, a o.� . ; - �jm _ _ a��l T lug-I 7 . INSTALL MINIMUM 22" X 30" ATTIC ACCESS. � utOIT. +����r\I� � '+ 1, It (�JI+IZ � nrEA oor- 9 WIAr-iP vl�' `/'7 I pl►,AIN IC7.S• ' -*. NiOcFn, _- I - -/,JO�T• ut< �L �� f~1 S . COUNTER BY OTHERS , - 3 ►9 YO �„� �_ P�ooF u 21� O LIFT 1- � ION f d p HALIWA ( 10•x, 4 QT J �iNisF� -_J (!c' STOP'�AC E (7 _ PI_A�iTi►,ca - F r-1 T. c�v �v ► It 9 ��'�J,'", 9. WOOD HANDRAILS WITH PROFILES PER ADAAG FIGURE 39, BELOW. \' �(�nF `�, TOILET At1EA Av rt FALT '" 1 F� ExISt ICl,�, I C°� �Howra, :b ur 9 IO - - 4 �o�I �� F1EIdL- L 10. INSTALL "KNOX BOX" , VERIFY HEIGHT AND LOCATION WITH FIRE Gup ��` I I 211.24 O 0 Itl DEPARTMENT. -_--- - 1 1 . RAMP PER ADAAO FIGURES 11 AND 12 , BELOW. p \ , _ _;i� project r1Q• I" 1• - 4 F vc &LEFvC e 1 e 1 -co E4, �. JMlbtt'E _. ._ EA, ECS' � '� O cp P-1 1 ts--1 v"1�A ..•.w -"+..c.=�-]t ,.5�_ �_�- PL/'►NTINL! OC -_ - - - ,..._.,�. 1001.! 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W (I,,s� (}• { `• I� , A $3,$3�$3�$30 '•`• __ — `� Three Way Switch Z U sM '� 3 L j � � p a ---- - - --- EA (Y CX _� v 1 1C1 — _ —__ -_ --- ---- - ---- Lir �, ,T) — - $4 Four Way Switch J v a ,:, - - - w U C) I J . --J -- J� z M Switch -- Motor Rated - Z ry ci. X 0 ` �e• �D• (�) 8•(�) ��•(�) �K Keyed Switch (74 W (C) cc;, --- -- ---- - --- - Y -------_ ---_ - . ._---__— __--- ---- —_ -� $T Switch Timer 0_ d �— In i O ' ( NOTES: _ _ O - -'- - - 1) VERIFY All MOUNTING HEIGHTS WITH OWNER/ARCHITECT PRIOR TO INSTALLATION. INSTALLAT ION TO COMPLY'NITH NEC, LOCAL AHJ AND ADA O �` a (d) mss• c.) �, (.) ®s•(.) REQUIREMENTS. II I e (a 2) PROVIDE EGRESS LIGHTING AS REQUIRED BY CODE AND LOCAL AHJ. USE O — INTEGRAL BATTERY BALLAST (BOVINE 1500 SERIES OR EQUAL) —'♦— ' 'r —� 3) ALL NEW EXTERIOR LIGHTING TO BE CONTROLLED BY TIME CLOCK/ Q < a PHOT �}� PHOTO CELL. SEE SHEET EOO FOR DETAIL. MOUNT EXTERIOR LIGHTING 0 e (.) ""8• (d) a' ,@) Oro•(d) I -- -` CONTROLS IN ELECTRICAL CLOSET. Q J Of — —--( `—• - — --- TLLJ 0 p �a'(d) `gin• (s) e•(d) �e•(.) - 1(1 TYPE 'A','AE' - NUT USED W i d y I REVISIONS TYPE 'BYBl' - Sl EM MOUNT, 7" OPEN CYLINDER DOWN LIGHT. WHITE 2 WITH CLEAR SPECULAR REFLECTOR AND 150vr OR 250w QUARTZ 3 — p �+ HALOGEN PAR38 LAMP. — -- ---/-- IE '* -- --�— LITHONIA CP8A AC CRS D�'VHG OR EQUAL 4 5 - e (d) ' (.> �8• (d) ��e (.) 1 . TYPE 'C'i'CE' - 8" RECESSED OPEN DOWN LIGHT WITH CLEAR DATE 04/12/04- ------ - --- _ / V - - . -_ � JOB N0. PO4C00?? 3 SPECULAR REFLECTOR AND 2) 26w DTT LAMP. EMERGENCY BALLAST - A s AS REQUIRED. DRAWN- ASI_ __ __ LITHONIA AF 2/26DTT 8AR 120 GEB OR EQUAL — .z -- _,----7_\ '- APPROVED xzln lel �8• fr)�-�J aB• (e) �8' W , 1 ;� --- TYPE D'/'DE - COMMERCIAL TWO LAMP TANDEM STAGGERED STRIP PERMIT SET LIGHT MOUNTED INVERTED .N SOFFIT (BY OTHERS). EMERGENCY l � /" •l ' � BALLAST AS REQUIRED. REFLECTED LITHONIA TSS 2 32 120 GEB OR EQUAL CEILING PROVIDE TWO CIRCUIT TRACK LK'dHT FOR THEATRICALI FEATURE LIGHTING VERIFY TRACK FIXTURES •(.) d�8,- (e) (981•(e) eer• (o) (�- TYPE 'E= - SURFACE MOUNT, ACRYLIC WRAP, 1X4 TWO LAMP AND EXACT LO(:ATION WITH .- --- — _- ARCFnTECTPRIOR TOINSTALL.ATION. r� \ — — — FLUORESCENT LUMINARE, .)CALL: NONE � ��• LITHONIA LB 2 32 120 GEB OR EQUAL 20 33 -- 3 c• TYPE 'F' - COMPACT FLUORESCENT DRUM LUMINARE. WITH TWO 26w DTT LAMPS _-- __-- -- • -- _-- ---` - -- 1p -- -- -_-. __.� - - ENERTRON 1052E-L OR EQUAL TYPE 'G' - STEM MOUNT, 8" OPEN CYLINDER DOWN LIGHT, WHITE DWG NAME: WITH CLEAR SPECULAR REFLECTOR AND 1) 32w TRT LAMP. L.ITHONIA CFV9 1/32TRT BAR 120 GEB CRS OR EOUAL TYPE 'H' - TWO CIRCUIT TRACK LIGHT. VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. TYPE 'X' - EMERGENCY EXIT SIGN LITHONIA l_QM S 1 R 120/277 EL N OR EQUAL. DRAWING NO. c ) D c Duman) K0 _ EL('2004-00186 E01 7of34 �z C1 I,LI`I iiii I Mil liiii;IliIllilll ( .,rl IP m. 3 6 u„ i II!I I I!!I,!SI 111 I 1111 Illi.I aI:I.I,I.I I.,,II:(adIcIsIMI w1!l1w1 I I;I:I.I uI,vIwI,ciIu<I�III,rI�Isl,i I CM I Illi I Ali Ilnln a ilt!fl ,l � 23 24 28 29 30lom1819 20 21 2LE08LYSTR2 I 1 OI ”) NJNI 9 !08 25 X ' �11 �4 I,' J�I�J,�J .I.�.k�� l _ I.I �U.I l�,E111 {,:L�,I �.!�d IIJ.II��.l�i1 •� il l ` I4.1 I I I Now fti . ..._ Alit _ Imo: ,wnT • neo►� w �nwwMw+ �!E r STRUCTURAL NO it S PR GENERAL WOOD FRAMING LIGHT METAL PLATE-CONNECTED WOOD ROOF TRUSSES SPECIAL INSPECTION MATRIX 1 1. These notes set minimum standards for construction. The drawings govern over these I. All light metal plate-connected wood roof trusses specified shall be designed by a ITEM CONTINUOUS i gR M -COMMENTS notes to the extent shown. Coordinate these drawings with architectural 1. All lumber to be species and minimum grades as follows (unless otherwise noted licensed engineer (see note below) and sholl be manufactured by a prior--approved 3 specifications and notify Lewis & Van Vleet Inc. Engineers (LVI) of any in drawings: truss manufacturer. The trusses shall be designed for the Tollowing load SOILS discrepancies prior to beginning work. a. Joists, rafters, - -- ---------------------------------------Doo las Fir 2 __. -EXCAVATION,-- - - --- -_--__ r y 9 g --- 9 /i requirements: GRADINGS EXCAVATION, FILL,COMPACTION X _ GEOTECHNICAL ENG'R. 1 d� 2 These drawings haus been prepared solely for use in construction of the project b. Kearns and stringers, 4x and larger------- --- --- Douglas Fir �f1 FINAL FOUNDATION PREPARATION X GEOTECHNICAL ENG'R. y �• located in Tigard, Orayon. Pussessron of these drawings does not grant license to b. Bucks, blocking, bridging & mise-------- -----Doug. Fir or Hem Fir #3 Roof Joists --- -- -- - - --- - M ES ti construct or fabricate the whole or parts of this project in other locations. c. 2 x 4 studs--------------------------Doug. Fir "STUD" or "STD" a. 25 psf snow load + applicable drifting per UBC 3 The contractor shall verity all dimensions and conditions on drawings and in field. d. 2 x 6 studs and larger--------------------Douglas Fir N2 b 13 psf dead load top chord CONCRETE- _ --_ EXPM 12 - 31 04 Coordinate locations of openings through floors, roofs, and walls with architectural, e. Sills, :edgers, plates, etc. in contact w/ concrete--P.T. Douglas Fir #2 c. 5 pat dead load bottom chord REINFORCEMENT PLACEMENT X mechanical, plumbing and electrical drawings. Notify engineer of any discrepancies. f. Posts------------------------ --------- -----Douglas Fir X11 d. Uplift as specified in UBC unless otherwise noted in the drawings. - --REINFORCEMENT WELDING X NOTE 6 - F�LvISIUNS 4. Tho contractor shall be responsible for providing all temporary support iter to 2. Roof, flour, and wall sheathing to be APA rated sheathing, Exposure 1, conforming to -- ---�-_-._-_ P P 9 P Y PP P 9 9• P 9 completion of the vertical and lateral loud systems. LVI has not beer retained to APA REINFORCEMENT COUPLING v ys performance standard P.. 1-83 and to ICBO NER-108. Sea drawings for 2. Allowable increase (n wood member stresses due to duration of loading shall be 15$ - NOT provide any services pertaining to job site safety precautions, or to -eview means, required thickness of sheathing and/or span rating. Install roof and floor sheathing maximum for snow load only. ANCHUR BOLTS AND INSERTSX ---- methods techniques, sequences, or procedures for performing the work. Unless we with long dimension perpendicular to supports and stagger and joints (urless noted 3. All bridging, bearing clips, blocking, hangers, etc tho, ire requireid to meet truss PREPARATION OF TEST SPEC_ (MENS_ _ X _ _ - ore specifically retained and compensated to do otherwise, our work is limited to theotherwise on drawings). Use spacer tool to ensure 1/8" end and edge joints, including design criteria shall be included in the truss shop drowings and shall be provided by CONCRETE PLACEMENT ~ -i X v -- design of work described on our drawings tongue and groove joints. Install 2 x 4 or thicker blocking at unsupported joints in the truss manufacturer. ---- - 5. Where reference is made to ACI, AISC, ASTM, or other standards or codes, the latest wail sheathing. Block roof or floor sheathing where noted on drawings. 4. Truss erector shall exercise the utmost care during the erection of trusses to prevent ------ - _-_- --- edition shall apply 3. Framing hardware to b® Simpson or prior approved equal. FIII all nail hales unless the trusses from buckling laterally. Stockpile, lift and laterally brace the joists as STRUCTURAL STEEL 6. nspection and or job supervision Is not provided by LVI noted otherwise in drawings or manufacturer's literature. Use largest nail size directed on manufarturer',i erection drawings. Use spreader bars for lifting and HIGHSTRENGTHBOLTING NA A.II work shall be in strict compliance with the latest edition of the Uniform Building laterally brace as necessary. Remove any damaged joist from the jobsite. Do not ANCHOR AND STUD WELDING - - Code (IJBC) and all other state and local codes which apply, indicated in manufacturers literature. attempt to reinforce an damaged joist except as approved in writing b engineer and NA ---- PP y' 4. All bolt heads and nuts bearing on wood to be provided with o washer. P y q P PP q y q STAIR/RAILING SYSTEMS WELDING_ X NA 8. Design Criteria. � by manufacturer. -- Roof Live Load-------------------------- 5. All nailing to be per UBC Table 23-11-B-1. Obtain engineer's prior approval for all METAL DECK WELDING l5 psf (snow) nailin or stapling systems. .>. Shop drawings and calculations shall he submitted and stamped by an engineer -- - - - .- .- NA Floor Live Load------------------------ 50 psf service areas, 100 proprietary g P 9 y EMBEDDED PLATE WELDS - p pet plattorn� rer;ist©rad in the State of Oregon. It is the intent of these notes that the truss supplier's LVA _- - Wind Load------------------------------ 6. Cutting and notching of joists is not permitted without engineer s prior approval. One UBC 80 mph exposure B engineer review the construction documents and determine that his product is ____ inch diameter holes may be drilled in the center 1/3 of the member depth, but all other - -- - -- - - Seismie---------------•------------- - Zane 3 adequately designed for its intended use within the structure. The shop drawings SHOP WELDING(Z) 9. Any mechanical equipment, piping, ductwork, etc which applies a load of 150 holes to be approved prior to drilling. shall bear a statement from the Product Engineer stating that he has reviewed these _ _ _ pounds or more shall be hung from a system approved by LVI. 7. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and documents and listing those documents by sheet number. Shop drawings shall be SINGLE PASS FILLET WELDS 5116"OR LESS X _ NO_TE _ plumbing pipes, but no part of the notch is to be greater than 1/4 of stud depth. Holes stamped and shall indicate the following minimum information: Truss supplier name, FILLET WELDS LARGER THAN 5/16' X NOTE_(4) SITEWORK with diameters up to 1/3 of stud depth may be drilled in stud. address, and phone number; grids, north arrow or other reference to building layout PARTIAL OR COMPLETE PENETRATION X NOTE�_ -_-- 8. Laminated beams to be Douglc: Fir Fb= 24 ksi per AIT- 117 specification. Unless and construction documents; trues piecemarka in reference to the calculation; truss _ __ I. Remove all organnc material, topsoil and any fill from under building and slab areas, noted otherwise, simple span beams to be Combination 24F--V4 and all other beams layout and spacing; all truss bridging, blocking, etc. Required to meet truss design and from 5 foot margin around those areas. See geotechnical report for additional (beams cantilevered or ccr,tinuous over supports, etc.) to be 24F-V8. Appearance criteria; all hangers hurricane clips, etc. required to be a part of the truss connection FIELD WELDING recommendations. rade to be architectural for all beams exposed to view and industrial elsewhere, whether specified on the construction documents or by the truss supplier; any --- 9 P SINGLE PASS FILLET WELD8 5116"OR LESS X NOTEuired. Use per re certificate EWS s. AITC or 4 2 All fill material under building to be "structural fill". Structural till to consist of unless noted otherwise In drawings. APA pertinent information as to erection; product engineer's seal. -- ---- �------- 9 / q FILLET WELDS LARGER THAN 5/18' X NOTE(4) compacted granular material or approved conditioned site materiel. Place onsite sail waterproof glue. 6. A representative of the truss manufacturer shall inspect oft trusses after erection is PARTIAL ORCO_MPLE_TE_PENE_TRA_TION _ X _ NOTE(5) _ L E V�15 b& fill in lifts not to exceed 8" and compact to 92X maximurn dry density as determined 9. Laminated truss members to be architectural appearance grade. complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall LT. GAGE R CO FRAMING WELDING V- by ASTM D-1557 unuer footings and slabs. N Place imporied granular material (per submit a report to the engineer stating that the inspection was mode and that truss --. _ NA geotechnical report) in lifts not to exceed 12" and compact to 95% ASTM D-1557. ENGINEERED WOOD PRODUCTS condition and installation are acceptable and conform to the manufacturer's _ 3. For footings founded on onsite medium dense sand, overexcovate upper two feet of 1 All engineered wood products (Parallam, Micro Lam, TirnberStrond) to be as requirements. STRUCTURAL MASONRY - - subgrade soils and recompact in lifts to 95% ASTM D--1557 designed and manufactured by the Trus Joist Corporation only. Other proauct PRISM 4. Base material directly below slab to be 6" thick (minimum) layer of compacted manufacturers shall submit a request for substitution prior to bidding. 1111 engineered STRUCTURAL AND MISCELLANEOUS STEEL _ NA crushed rock. Base rock to hive a maximum aggregate size between 3/4" and 1 t/?" wood products shall be designed to the following loads as well as any Irad indicated REINFORCEMENT PLACEMENT _ __ NA and shall contain not more than 5X passing the No. 200 sieve. on the drawings: 1. Detailing, fabrication and erection of steel to conform to the Steel Construction UNIT PLACEMENT -- � NA CE AISCINSPECTION NA f th l oe . GROUT SPA _ _ _ _ 5. See architectural specifications for additional Information. Manua _ .- Roof Members 2. All steel to be A36 except as noted. GROUT PLACEMENT - -- FOUNDATIONS a. 25 psf snow load + applicable drifting per UBC (See drawings for drift diagrams) 3. All welds to be made with E70XX electrodes by w9lders certifiod by AWS Standards. ------_- _____.-..- NA _ b. 13 psf dead load top chord 4. Unless noted otherwise, all bolts to be A325N for steel to steel connections and A307 _ _ VAN V L E El 1. Design soil bearing pressure equals 2500 psf live plus dead load per geotechnical c. 5 psi dead load bottom chord for anchor bolts and connections to wood. Provide standard plate washers under ail DRILLED EPDXY ANCHORS I report prepared b Carlson Geotechnical dated March 18, 2004. d Uplift as specified in UBC unless otherwise noted in the drawings. bolt heads and nuts bearing on wood. -- P P P Y P P g EPDXY ANCHOR INSTALLATION X C 0 N s U t..T I N G 2. All footings to bear on firm, undisturbed native soils or structural till o minimum of 5. All structural tubing to be ASTM A500 Croda 8, Fy = 46 ksi. All steel pipe to be -- -- _ �- 18" below finish exterior grade for continuous footings and 24" below for spread 2. Allowable increase in wood member stresses due to duration of loading shall be 15% ASTM A501 ( Fy = 36 ksi) or ASTM A53, Type E or S, Grade B ( Fy = 35 ksi). _ _ -__- EN13INEER-9 footings. Notify engineer before proceeding if any unusual conditions are maximum for snow load only (roof) and 33 X for loads including wind or seismic. 6. All light gouge steel 16 gouge and heavier shall be formed from steel of ASTM A570 STRUCTURAL OBSERVATION BY E.O.R. encountered in footing excavations. Design members for any additional loads Indicated on drawings. Grade D with an Fy = 50 ksi. Light gauge steel 18 gauge and lighter shall be formed CONCRETE CONSTRUCTIONNOS 7 1!'!660 test boonete ferny road 3. Do not excavate within a 1:1 plane projected from the bottom oi footings. 3. Shop drawings and calculations shall be submitted and stamped by an engineer from ASTM A611 Grade C with an Fy = 37 ksi. Detail and fabricate all light gauge MASONRY CONSTRUCTION tualatin, 97062 4. Clean all footing excavations of loose material by hand. Remove oil wet, soft soil registered in the State of Oregon. It is the intent of these notes that the Product steel per AISC Standards. _._-_ -_-_ _- NA (3M31 ) ! phone from footing excavations prior to placing concrete. Engineer review the architectural, structural, and mechanical construction documents 7• Do not oversize drilled or punched holes with a torch. FRAMING CONSTRUCTION -__ NOTE� 1345.1208 fox 5. Excavations may me made under footings for pipes. Backfill to be "structural fill" as and determine that hie product Is adequate for the intended use and capable of 8. All welded reinforcing noted to be ASTM grade A706. All headed stud anchors to be defined above. supporting all equipment, piping, soffits, etc. which are indicated. The shop Nelson or approved equal. Weld all studded anchors and reinforcing noted, all drawings sholl carry a statement by the Product Engineer stating that he has reviewed around, with 1/4" fillet weld for 1,/2" diameter anchors, 5/16" fillet weld for 3/4" theses documents and listing those documents b sheet number. The Project engineer diameter anchors, and 3 8" fillet weld for 1" diameter anchors - - - - --- ----- - CONCRETE 9 Y j g� / will specify any special loads to be designed for. It is the responsibility of the 9. Provide shop drawings of all structural steel items to engineer for review prior to ---- - - - ---- -- -- 1. Average concrete strength to be as indicated below and determined by job cost lob Product Engineer to determine dead loads of soffits, walls, and other structure fabrication. cured cylinder at 28 days plus increase depending on plant's standard deviation as supported , snow daft loading per the uniform Building Code, and any other loods specified in ACI 318. provide mix designs to engineer for review prior to placing any which occur, based on the construction documents. concrete. CLEARLY LABEL ALL MIX DESIGNS AS MATRIX FOOTNOTES TO PROPOSED AREA OF USE. Supplier to label all mix (1) THE ITEMS CHECKED WITH AN'X"SHALL BE INSPECTED IN ACCORDANCE. designs with an identification number Mix number should be referenced in all WITH OSSC CHAPTER 17 BY A CERTIFIED SPECIAL INSPECTOR FRAM AN concrete test reports. 2. Minimum ENGINEERED 'WOOD JOISTS AGENCY APPROVED BY THE JURISDICTION. SEE PROJECT SPECIFICATIONS 2. Mim mix requirements: FOR INSPECTION REQUIREMENTS. COPIES OF ALL INSPECTION AND TEST Location Compressive Slump Minimum Admixtures 1. All joists thus specified shall be TJI series wood chord/wood web I joists or open web REPORTS SHALL BE PROVIDED TO THE ARCHITECT, ENGINEER, strength (a) cement (d) wood chord/metal web joists as designed and manufactured by Trus Joist Corporation CONTRACTOR,AND BUILDING OFFICIAL. REPORTS ADDRESSING (psi) content (TJC) ONLY. Other product manufacturers shall submit a request for substitution NONCONFORMING TEST RESULTS SHALL BE IMMEDIATELY BROUGHT TO prior to bidding. Substitution request shall bear a statement from the manufa.turer THE ATTENTION OF THE ARCHITECT AND ENGINEER. THESE Footings and 3000 0-5" 5 none indicating their acknowledge of the requirement of these notes for fully engineered REQUIREMENTS APPLY ALSO TO BIDDER DESIGNED COMPONENTS, Stem Walls shop drawings and calculation bearing the seal of an Oregon registered engineer, the (2) SPECIAL INSPECTION IS NOT REQUIRED FOR WORK IN AN APPROVED U requirement for inspection of the installed product, and their agreement to meet these FABRICATOR'S SHOP PER UBC 1701.7 VERIFY APPROVAL WITH V Slobs on grade 350r_ 2-4" 5 1/2 WRA (b) requirements. The joists shall be designed for the following load requirements: JURISDICTION PRIOR TO FABRICATION. (interior) Roof Joists (3) CONTINUOUS SPECIAL INSPECTION REQUIRES THE INSPECTOR TO BE 5a. 25 psf snow load + applicable driftinq per UBC ONSITE AT ALL TIMES THAT WORK REQUIRING SPECIAL INSPECTION IS Slabn on grade 3000 2-4" 5 112 WRA,AE (r.. b. 13 psf dead load top chord PERFORMED. PERIODIC SPECIAL INSPECTION ALLOWS INSPECTION AT 4--� (exterior) c. 5 psf dead toad bottom chord TIME INTERVALS NECESSARY TO CONFIRM THAT WORK REQUIRING d. Uplift as specified in UBC unless otherwise rioted in the drawings, SPECIAL INSPECTION IS IN COMPLIANCE WITH REQUIREMENTS. Miscellaneous 3000 0-5" 5 cone 2. Allowable increase in wood member stresses due to duration of loading shall be 15% (4) ALL WELDS SHALL BE VISUALLY INSPECTED. maximum for snow load only (roof). Design joists for any additional loads indicated (5) ALL COMPLETE PENETRATION WELDS SHALL BE TESTED ULTRASONICALLY on drawings. Provide additional joists as required to support additional loads. OR BY USE OF AN APPROVED COMPARABLE METHOD. a. Slump exceeding specified limit shall not be placed except with written 3. Joist manufacturer to provide laminated veneer chords at all joists which have (6) PERIODIC SPECIAL INSPECTION IS ALLOWED FOR SHOP WELDING CF ASTM '� s /1 approve! of er .girnesr. diaphragm or strap nailing which exceeds manufacturer/s recommended nail spacing A706 REINFORCEMENT NO. 5 OR SMALLER USED FOR EMBEDDED ITEMS, VL,� b, WRA= Wotatr Reducing Admixture for sawn chords. PROVIDED THE MATERIALS AND THE QUALIFICATIONS OF WELDING T-�I c. AES Air Er,t' Provide 4. All bridging, bearing clips, blocking, hangers, etc. that connect to the Joists shall be PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF d Accelerators: Provide concrete accelerator for all concrete placed when per TJC standards. temperature drops below 40 degrees. WORK,THAT PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS, 5. Joist erector shall exercise the utmost care during the erection of joists to prevent the joists from buckling laterally. Stockpile, lift and laterally brace the joists as directed AND THAT A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO 3 Use Type I cement, per ASTM C-150 unless otherwise approved. Water cement ratio on TJC's erection drawings and dosign mar,uul. Remove any damaged joist from the SHIPMENT OF SHOP WELDED ITEMS. u to .46 maximum for all slabs on grade, tilt walls, procast columns. Water cement iobsite. Do not attempt to reinforce any damaged joist except as approved in writing (7) STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE T-1 ratio to be .50 maximum for all other concrete. Flyosh may be substituted for up to by engineer and by TJC. STRUCTURAL SYSTEM BY THE ENGINEER OF RECORD, FOR GENERAL 20% of the cement content in all mixes. 6. Shop drawings and calculations shall be submitted and stomped by an engineer CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT 4. Aggregate to be per ASTM C-33, registered in the State of Oregon. It is the intent of these notes that the Product SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE O 1 r 5 Water Reducing Agent (WRA). Comilly with ASTM C-494. Engineer review the architectural, structural, and mechanical construction documents STRUCTURAL SYSTEM, PRIOR TO COVER. CONTRACTOR SHALL PROVIDE 6. Air Entrainment (AE) shall comply witi ASTM C-260. Provide 3•-5% when and determine that his product is adequate for the intended use and capable of specified AT LEAST 2 WORKING DAYS NOTICETC ENGINEER PRIOR TO COVER OF p supporting all equipment, piping, soffits, etc. which ore indicated. The shop 7 Accelerators: Dosage to be determined by contractor. drawings shall carry a statement by the Product Engineer stating that he has reviewed SYSTEMS REQUIRING OBSERVATION. L 1 8 Calcium Chloride shall not be used in any concrete, for any purpose, on this project. theses documents and listing those documents by sheet number. The Project engineer T-T will specify any special loads to be designed for. It is the responsibility of the "� O RFINFO(?CiNG Product Engineer to determine dead loads of soffits, walls, and other structure -1- supported , snow drift loading per the Uniform Building Code, and any other loads 1. All reinforcing steel to be ASTM A615, Grade 60. that occur based on the construction documents. 2. Fabricate and install all reinforcing steel according to the "Manual of Standard 7. A representative of the joist manufacturer shall inspect all joists after erection is Practice for Detailing Reinforcing Concrete Structures ACI Standard 315. complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcement in poured In place submit a report to the engineer stating that the inspection was made and that joist Y wails and footings at all corners and intersections. condition and installation are acceptable and conform to the manufacturer's 4 Splices in all reinforcement shall be lopped 36 diameters or 2'-0" rninimum and shall requirements. be staggered of least 4'--0" of alternate bars. 5. Provide 2-N4 each side of all openings smalier than 30" in walls. Extend reinforcement 2'-0" minimum post opening each aide. See plans for larger openings (provide 2-04 minlmum). 6 Provide (2)•-34 bor•s at top, bottom, and ends of all walls unless otherwise indicated on Ions 7 Provide dowels to match all vertical reinforcement In walls. Lop 36 Biometers or 24" 1 �CV minimum. _„_•j 8. All wall reinforcement to be placed in middle of wall unless otherwise noted on ' 1 ' drawings. s.IL i8 UJ V � moo fr11 to OC W V id7 ff cn Ul DATE: 04/1&1/04 PROJECT NO: 03222 SHFFT NO 'III M11111 KU %/LJ Fl('2004-00186 f 8 of 34 " E:\03222\03222s10.dW9, 04/09/2004 02:47,31 FM IN 011111111111 - - 0 11 1I, ( I d I III 1 Cm 11111111 aI II iii IIIrits�1ltaI fexr4Tr;11t� rx+rssd �p>+.>yelr FLLOI91LITY3TkIP ' 1il -rOmm.r cm 17 I0O0 3 14 ia19 20 2I 22 23 2a 25 26 c7 2ec� 3 25X ? , i „µ5T at if nl a "ON I 1111,toe ��•II���1�1�1.�.�J..�.l�!.�.t�J,�,L1d�.11j.1.��. J.I�I,�.IJ:I,�.11j,rla..�l.!Jdl!lJ,�.�.11�. 1,�,�1.I,J,����l„�f,�, .�J.�l•1,�;i��1,.►�. 'I .11�l I , ! � I I(1 ,oz+ M ea, r , twit-I6rAn�t r �+Mi. ' yy T NO�SHOWN -- T 52.1 �slrp. _NEW 4X6 POST 1 SIM. ••�-�-•t----� / ' 1 (---------� WITH 2'-6" 5G1. X 12 \ --• NEW 4" CONCRETE DEEP FTG. WITH (2) NEW 4X6 POST 11 SLAB WITH 4 AT 32:' 0,- 04 ... BOTT. EACH WAl" ON (E) FTG. 52.1 OVER VAPOR BARRIER -II SAWCUT (E) SLAB REMOVE i'-ND REP, aCE EXISTING ; y r"� SL::E AS REQUIRED FOR UTILITY _�tff7_ l O /ER 6' COMPACTED I ACCESS TO NEW STRUCTURE -n - �+ CRUSHED ROCK l SIM. �� 52.1 ---� - --G ; I EXISTING WAIL G KE •1 3 3 Z REMAIN p MATCH '_INE `_. _ :_ _-- _ i i I , -711 -- - - �- - -'- -J -T - L1 J Cs--32) SLAB PER I; NEW 5" OHC'"EYE SLAB WITH I ; ARCH. DWCas., ;1 e5 AT " -. BOTH WAYS ' SLAB PE�2 �P I OVER A, JR BARRIER OVER SLABARCHDINGS. 6" COMPACTED CRUSHED ROCK 1 � ------ - I Q2w ; ��JQ 52.1ri1 5252.1 52.1 d g' �� 0- ` 52.1, -- ----- - - - - - - - - - --- 'or Ile I ' ------- ---- r--��-- M \J \V+lr I 1 40 - - _ I , s2.1 L ----- ' �� (D 1 1 lad l e 1 I Ir� (2) *4 X 4'-m'' a�'p /` (2) 44 X 4'-PJ" IN SLAB \J IN SLAB 1 , � 5 ' 52.1 \lr+lr I I 1 I 1 0/ 1 J 52.1 VAN FLEET CCUN:3ULTING ENGINEERS 18660 ew boones fern road '► ; 1 tualatin, ore or, 9762 (503) 885.8605 phone (503) 885.1206 fax 2 1 _ _.. -- 1s ► 52.1 Li TJ / 1 TYPICAL\Ir),-,+,.T CONTROL (S2. I ' 2 OINT (C.J.) rI \NEW 5" CONCRETE SLAC WITH e5 AT 36" O.C. BOTH WAYS ' 1 I I rJ OVER VAPOR CARRIER OVER 1 +6 6" COMPACTED CRUSHED ROCK I I I a . I ��j REF. EL. m'-m11 ' WALK PER ARCH. +p � � � �6 �•,', `Ml ; i i * DRAWINGS p - -- -- - _--- --- '�. LU I X EXTERIOR �- CONCRETE WALK I I `fig try i ' N PER ARCH. DWGS. I 1 xJ S2.2 r ; I 1 , I I U f /J --- I SEE AR HITECTURAL 1 �DRAWI S ; I , 52.1 TYP. I-A --_?�k b A 5 1 �� >_ m �v +a i B ;08 r6 O•C T S2.1 - T B 5Z.1 4 - -- -_-=-_=-=-"-I�\� I_ I I S1.Z -- �- �. - 0j i I I\lr+l 1 I_� f --- -- .6- ; •y�------ __� ATyli" �---------D. I 1 +6�Xy 2 CI -�--- �^/\apQ� S2.1 , LL �.1 _ 1 I + ' - 1 C?. 52.2 I r - _ __ -1 �_- - I II , , - - O I ' h(Dz +M 1 7' 7--- -- Z U� � _ 647- ! - --- .� i ��Q s2.1 ; _ 1 1 I r6„ "C s2.1 , 52.1 , s2.1 Ss b 2 ' - T - 52.1 1 REF. EL. 2k6 1 I •4t r6" - - = REF. EL. m'-0" ' J� -.-j TYP. S2.1 1 I 3 O.C. ILI 3 G J. - r -, ' L----. -_ 2.2 - - - - -- - - ---- -- ---- -I -I - - �- ---- - --- - - --- - - ----- --i ' l , - i - J4 ------ - - - ------ - --------- - ------ - ------- M M52.1 j 1 DBL. JOIST - -- - -- ___ . .____ ._-_ --2X6 AT 161, O.C. I ---- /(4 2 r+ , �+ NOTES: -J --- 0 - A ' 5-b-_., r 1 * 1.) TYPICAL FLOOR SHEATHING ON PLATFORMS MIN. 23/32" T 9 a APA _ -� ; HANDICAP LIFT 2 1 RATEf� SHEATHING, SPAN INDEX 46/24, NAILED WITH Iod 41' 6 O.C. i _ -_--_ ___'___ . I LOCATION -NO S2 I __ _1_ _ _. __ _ _ _ SUPPORTED EDGES AND 12" O.C. IN MELD. APPLY BEAD Or _ PLATFORM2X FRMG. SIM _ CONSTRUCTION ADHESI,/E TO ALL SUPPORTS - NOTCHED 2x12 I f--- -} --�------ -� STRINGERS AT I �M �, r+ 2.) VERIFY EXISTING CONDITIONS SHOWN IN DRAWINGS. NOTIFY 1 }-- 11_5" .,,_,t« i 12" O.G. SIM. 52� r ENGINEER IF ACTUAL CONDITIONS DIFFER FROM THOSE SHOWN 3 I DBL, JOIST _ ! 521 I I - ' ' I LU _.� SIM. SHEAR WALL SCHEDULE �'a a > I COLUMN AND FOOTING SCHEDULE _ ! ----_ - HED LE I WALK PER ARCH. GRAWIN4S I MK SHF4rHING ANC NAILING E.�SE CO'VNE�*ION NOTES - �� Ul 1 ,4NCHOR BOLTSTly '�G'i J�/ti FOGTIN:s ;REIN.- NOTES 1�_61 41'x-0 1�-b' U - X 7-0' X 1Z" DEEP (2) #3 BOTH WAS S _. __ _- __ - - --- 82' m" �- --+- --- _--_-_4 \ALK PER ARCH. D�:l:�NGS 15/32" CDX PLY WOODI ONE SIDE ALL _-- _ - Z 1 __-_-- EDGES BLOCKED, WITH 10d NAILS 3/4" DIA. X 12" TS 3'-0" X3'-0" X17 DEEP (3) 03BO9'HWAYS 1,t 6" O.G. ALL PANEL EDGES AND � UI d TS S X 5 X 1/4 - -_i A 48 O.C. 4- ___ 10d NAILS AT 12" O.C. FIELD. "1 ,•-D" X 4'-0" X li" DEEP I"3) �4 30tH WAYS �"' /' f � �6 I + �-1-- J J ___-- -_---- --- 15!32' CDX PLYWOOD ONE SIDE, Ts 1 X '1 X 3/8 5'-i" X 5'-6` X 24" DEEP (5) x5 BOTH WAYS ALL EDGES BLOCKED. WITH 10c 3/4" DIA. X 12" �B NAILS At 3" J.C. ALL f'raNE!_ At 32' O.'�. , S TS 1 X 1 X 3/8 6'-4^" X i'-2'" X. I6" DEEP (5) �+t BOTH WAYS EC GES AND Imd AT 12" O.G. FIELD. _.. ---_-_-_-.---- - -- -- - - -- - nnrF. 04/0"1104 _.. _------ _ - � ' __. SHEAR -- -1- ` (� SHEAIP WALL 3'-�' W. X ]8'-I®" X ti DEEP C3) i4 CONT. TOP AND BOTTOM -CENTER ON WALL � (45 4 ��,�-- � 15/32" CDX PLYWOOD ONE SIDE, 3/4" DIA. X 12" PRO/IDE 3X MINIMUM FRAMING `-PLIACT NC, 03222 BAR' WALL 3'-•0' W. X 28'-Q�" X Z4'' DEEP -CENTER ON SHEAR WALL .j_AO _' At ALL ADJOINING PANEL EDGES FOUNDATION PLAN -_-- _- %� ALL EDGES B' OCKED, WITH 10d AT 24" O.C. ® # -CENTER ON SHEAR WALL __ ►- _ � AILS AT 7" D.C. ALL PANEL AND STAGGER NAILS SHEAR WALL 3'-(>" W. X 20'-0" X IE+'" DEEP (3} a CONT. TOP AND BOTTOM EDGES AND '0d 4t 12" D.C. FIELC. SITET III TS 3 X 5 X ', 2-6' X 2'-V X 12' C7EEP (3) #3 BOTH WAYS - --_- -DESIGN SOIL PRESSJRE 2S0P. 1DSF SHEAR WALT_ NOT�'�: -) ALL EXTERIOR :400D FRAME WALLS TO BE TYPE� 3.) SHEATHING TO OCCUR '?N 5 r"M(30L S':DE OF W�L:-. SEE SOILS INVESTIGA?ION B�: CARLSON GEOTECHNICAL DATED MARCH II3, 20ra4 SHEAR WALLS JNLESS O'HEIRWISE NOTED. 1 - NA T r MM uurnam Ica v;z:) �.. iL5 NOTED ARE ,V '�N I:LC2OQ4-0OIK6 STAPLES ARE NOT AN ACCEP-,ABLE SUBSTITUTION. 9 of 34 \03222\03222plans dwp, 05119/2004 08 57:54 AM lavziNlawamyat.:oM,wa"N+'-r: a?gw�ElaleM'. .� ",bk�k ,-.,: . 11. I •, III !W01111 11 1111111111111111 I!li�111fill!III I '111111 t1.11111!Illllil !tl!!lt ' : 11 I!lfil!!11 IIII I!!Oil!III I IIII'IIIIiI Il I n 1111 1 I 1 'III lni �! 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S2.1 ; OVER VAPOR BARRIER /' i /;• � -SAWCUT (E) SLAB OVER 6' r_OMPACTED / _ REMOVE AND REPLACE EXISTINGn n CRUSHED ROCK // r --- Q(fi % SLAB AS REQUIRED FOR UTILITY' - % O j \ ACCESS TO NEW STRUCTURE \ , 12 EXISTING WALL TO ' / ' /^� 52.1 O I / ' / i % ' 1 I SIM. x .I /` /� /� � ,,� ; REMAIN I , MATCH LINE -- -_ - . , --1 --'- ! -/4/-" - Illp LF 'ie M� i 1 --- - ' ' - i L,1 1 1 q `- . 1; A Ir + Q 'r` 3 41, EXTERIORSLAB PER ; , \NEW 5" ONCRETE SLAB WITH ', 1 \ rl I EXTERIOR ARCH. DWGS. 1 I >s5 At 6' O.C. BOTH WAYS 'i SLAB PER i M / OVER APOR BARRIER OVER ARCH. DWS S. GO ACTED CRUSHED ROCK \ 1 1 '' i 1 1 i�� , .) 1 1I •`52.1 52.) ,B 1 (S21) I, Lam••. 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DWGS ElO�ES 12 - 31 - W QPT_IQ."1A1. �Ak�1-JQIHT E _ JOINT DEPTH AT 1/5 OF SLAB DEPTH, SAWING I I _ TO OCCUR AS SOON AS CONCRETE CAN BE � RE VISIONS SAWN WITHOUT SPALLING (WITHIN 24 HRS. OF • EXTERIOR PLACING CONCRETE 11�.) �1'' EXTERIO�c � -- •` __'_"'T'` � SAB PER -- WET CONTROL JOINT CC.J.) > ARCH. DWGS SLAB PER � I - - ARCH. DWGS • `� u l 1 STRUCTu�2AL FILL OR _ 3i 4" 1/I6" MAX SLOPE TOP AND BOTTOM 1 NATURAL G FILL OR NATURAL GRACE NOTE: IF WOOD FORM IS USED FOR NATURAL GRADE KE1, KEEP WOOD NET BEFORE CONCRETE POUR TO PRE/ENT _ A ,,, :\ • (e -- •4 AT 12'' O.C. 50TH WAY 5--HOOK T -- - SWELLING AT 12" O.G. BOTH WAYS -HOCK I � �•�` = /ERT, 13ARS IN FOOTING ALTER NAF -_ " BERT. BARS IN FOOTING -A:TERNATE l !T ^^< DIRECTION �1,8 RADIUS TOOLED EDGE HOOK DIRECTION (1i >s4 G iN' �2) •a bUTH WAYS • L__ -- • U LOCATE KEY' AT MID SLAt5 DEPTH 0 - (2) 394 CONT. REINFCRCI'. 1 -HOLD REINFORCING 3" CLR. OF JOINT EXTERIOR WALL FOOTING 1 PORCH POST AT THICKENED _SLAB PORCH POST AT THICKENED SLAB COLD KEYED CONTROL JOINT (C.J.) S�1-_ 1" _ r-�° �� S21 _ .. I' = 1'-0 ----_.._- --- - - uz , WIDTH PER SONE:U�E: (12" X 1'-0" SMOOTH GREASED SHEATHIN s PER SHEAR EXTERIOR SHEAR WALL FTG. LEWIS 1/8' RADIUS TOOL[D EDGE, WALL SCHEDULE DOWEL AT 2'-0" ON CENTER. ,2X6 AT 16" O.C. ---� / 2X6 P.T. PLATE WITH BASE 5 POST PER F UL AND �ODTING SCHEDULE U CONNECTION PER SHEAR /WALL SCHEDULE SEE 52.1 FOR JOINT -- SLAB PER PLAN -� BLOCK OUT SLAB FOR ; (2) »<4 CONT. TS POST -FILL WITH DOWELED JOINT INSTRUCTIONS: _E % I - DOWELS ARE TC BE SAWN OR IF SHEARED GRIND I ,, EXTERIOR SLAB - - SLAB PER PLAN SLAB PER PL••N SL-A51 PER PLAN CONCRETE AFTER POST 3/4" BASE PLATE WIT#• '•• PER ARCH. DRAWINGS ' 15 ERECTED � 1 1,12' � / VAN V L E E T , ' 3/4" DIA. X 4 lit" EMBEL'�'� • • ENDS TO REMOVE DEFORMITIES \ TYP. WEDGE ANCHORS SLAB PER PLAN \ � _ CONSULTING 2 - CAREFULLY REALIGN BARS AFTER TROWELING SLAB , • I � ,,,( � � 1 �� �� ENGINEERS TO INSURE BAR IS PERPENDICULAR TO JOINT 1 / HORIZONTALLY AND VERTICALLY 3 - GREASE ONE: END OF BAR e4 PERT. AT 12'' O.G. WITH _, i to / T 18660 sw boones ferny road COLD (DOWELED) CONTROL JOINT r a / ALTERNATING HOOK IN _ / tualotln, oregon 97062 U =', FOOTINCa 6' • • — �_ (503) 885.8605 phone 's4 VERT. AT., �1 (503) 885.1206 fax NOTES: ivi • • 12" O.C. WITH : NONSHRINK GROUT ALL CONSTRUCTION (POUR) JOINTS TO BE COLD CONTROL JOINTS "� ALTERNATE / SEE' PLANS FOR LOCATIONS OF JOINTS u FOD .. / - CONTRACTOR POURING SCHEME WILL DETERMINE WHICH JOINTS ARE COLD C.J.'S AND WHICH ARE WET C.J.'S. ►t , p - � � DETAIL SIMILAR TO � - CONTRACTOR HAS TIE OPTION OF USING EITHER ZIP STRIP OR -- - SAWCUT FOR WET JOINTS AND EITHER DOWELS OR KEY AT COLD �`i - - _ • --\ R NF Rr h �2) tt4 CONT.' �� y • - - EXCEPT AS NO 52'1 JOINTS ET U SI G '^ PER SCHEDL,-E (Y f-. ! TYPICAL CONTROL JOINTS WIDTH PER SCHEDULE ^� REINFORCING PER SCHEDULE TNTERIOR SHEAR WALL FOOTING �? SLAB EDGE AT EXTERIOR WALL SLAB EDGE AT INTERIOR WALL WIDTH PEI; SCHEDULE TS POST SCHEDULE PER FOOTING •2!-6 I' a I'-D" i [ X21 1' _ !'-I�„ _ - -- SHE.A.R WALL FRAMING STUD EACH FACE OF FUST /I6Z TS POST AT FOOTING z WITH 0.14" DIA. SHOT PINS AT 12" O.C. { O TS POST PER PLAN S TS POST AND FOOTING r— !/4" DIA. THREADED RDD BELOW 24„ SEEC-S-21SEE SZ 1 FOR ADDITION.•. BAPTISTRY ..� AT 24 D.G. TO 4X6 x INFORMATION 4 X 24 - AT Il' O.G. PLATFORM 2 I/2° \� AT SIMLINE FCONDSTION POST PER PLAN SLAB Q R \4X6 POST -EDGE NAIL SHEAR WALL SHEATHING 1/2" BASE PLATE WITH (^.) 3/4" DIA. \` ; 4-- TO V v TO POST i TY P.} 1 ia�7 _ X 4 1/2" EMBEDMENT WEDGE ANCHORS ► % ' 11/ TS POST PER PLAN NEW 51-AB PER PLAN • BASE /'l ATL' 3/4" i (EXTERIOR SLAB AT SIM. �_.r EXISTING 51-AB X '' ' . Y II I/Z" 9 #4 DOWEL AT EACH /-SEE ARCH. DRAWINGS) c _ TO REMAIN NEW SLAB PER PLAN , ) " ANCHOR BOLT ____..-----------._._ .. .__ _... ____--_... • n 0 pv \ lJ / 6 WITF! l',.� T!/4 DIA. ` S2.1 ,tl ` 'o f SSM. 17 ANC:r%sC.•-'A 1'30LT5 �� #4 NOSING -_ � \� \' 1 r N __� �E3(1$1ITrCi FOOTING - o Q�;; BAR TYPICAL • • . . /�\j�� �..--_..___.. _ w- r7 L L- V ____ — _ - -___-_ _ r.. ,, _ - TO REMAIN -� 4 FOOTING �A U �� NEW CONCRETE: FOOTING • c� or EXCA,/ATE UNDER DEPTH EXISTING FOOTING PER t AS SHOWN i PIAN f1 __ _ 1, , v 4. -•_ - .. _.. .�..���..�...�_-..._t..----�--- -- _ - ._ � r,��j I I • e4 AT 12" O.C. BOTH WAIS j" GLR. / l tl , • n 1 I "LAN PERP ANREINFCRr-IN�� pl ---_ Lu T STAIR SECTION _ 1 POST AT PLUMBING WALL QC \ SEE E$Z.� FOR ADDITIC' qL 61 ``. 73 SHEAR WALL FCC'ING F'ER `.I - INFORMATICS' U V WIDTH PER SCHEDULE Z c �� TS POST IN SHEAR WALL �' TS POSTMOLDOWN IN SHEAR ,, -- -_ ___-_ ._____ ` WALL I� • FOOTINC,'s UNDERPINNING AT EXISTING � 2,I GRADE ✓EAM 1 EXISTING WALL *O lIl I✓ /REMAIN -INS1 ALL NEW POST ON EXISTING NE14 NON-BEARING WALL w w PLATE NEW PLUMBING WALL - WITH 2X4 AT I6" O.G. _ A AN REMOVE WITH 2X4 AT 16" C.C. i /✓ IV 5 WGU L 1 111 _- ExIS•i ING SLAB AT 1 EXISTING FOOTING ' C I -- P.T- 2X4 PLATE WITH 1 EXISTING SL-AB TO I 0.14" SHOT FINS AT 16" O.C. Ul P.T. 2X4 PLATE �41TH (Y NEW SLAB PER REMAIN I 0.14" DIA. SHOT PIS Lu It , ?LAN I REMOVE EXISTING EXISTING SLAB, SLAB AND PI-ACE , AT 16" O.G. I } TO REMAIN NEW SLAB PER PLAN NFW SLAB PER PLAN EXISTING SLAB TO I -- _ REMAIN -// ATE: 04/09/04 2 m�22^ O�xiQ�4, on t� r�F�cYn � " EXISTING FOOTING I 777, 77 DETAIL NEW PLUMBING WALL AT NCW SLAB NON—BEARING WALL AT NEW SLAB uU•',em Icu , S2 , 1 MAR29-W 1:1,('2004-0018(1 11 of 34 OF I F \03222\03222s21.dwg, 05/19/20(4 09.05.58 AM __.:.,w;!"wuWr.ro„v,+ m.^ ry+Y,�1►:toarl4ilp;•. s,,,a... -,: .. .:,.G � iill 1111 II ! ILII I,II}1! I!I1 I Ilii 111 � t!n t ttllllll Ili !� n t t I I! .'� ' ! .i I I.I III I ILII I I Illtlfll IIIIIIIII II„Illlilllllll fllillll 'I!Ili!''lll I 1111111 !II!Iil!II I II II ” I ;i Illil, illi ILII I!! II III' Cm LEGIBILITY STRIP y� o t 2 a s I I I I IOmm.l cm 5 G 10 I 12 13 14 16 17 19 19 20 21 22 23 24 25 28 27 28 29 30 01 141J�4wl HONI t tat_*4 l I l.11 ll.1�1 l 1 l '�.tJ"U o l.lildlW It �l l ' •i, � e 2Ki lILOCK� 5�4�E0 PROF. NEW 2X6 AT 16" O.C. X0 / SHEATHING PER PLAN /ARIES -3" MIN. ✓. `DBL. JOIST c JOIST PER PLAN �JOIST PER PLAN 3/4• � /2X4 AT 16° O.0 - ` ERS 1,'2" PL_-T WOOD PLYWOOD 2X BLOCKING SIMPSON "U" HANGER SHEATHING PER PLAN 2X4 AT 161 O.C. A =JRVED TC RADUO SNIm 2X6 LEDGER WITH (3) 16d 2X4 BLOCKING MIN 3/4" TREADS : .-Ar AND RISERS ERS 3/4" D EACH STUD AND Ibd I / P2X6 LEDGER WITH (3) Ibd "O EACH � PL'T WOOD _ - TO BLOCKING AT 8' O.C. STUD AND 16d AT 8° O.C. TO BLOCKING fEvISIUN` � 2X4 AT Ib" SOIST PFR PLAN , 2X6 BLOCKING JOIST PER PLAN -RIP I - \ AS REQUIRED AT LOW 2X4 BLOCKING =JR � L VM TOO \ /2X6 RIM JOIST WALL AT O.C. PON'► 101ST PER Pi-AN' / END OF RAMP QRAI 61-61 O.G. IUS r / 2X4 P.T. PLATE (MAX.) / NOTCHED 2X12 STRINGER SLAB PER PLAN 2X6 LEDGER WITH (�) Ibd 1: C.C. -NAIL EDGE � , WITH 0.14 DIA. 2X6 P.T. PLATE WjTN 0.141 / 4 rr itSHOT PINS TO 5LAB AT TO EACH STUD AND 16d STRINGERS (3) Ibd EACH STUD SH T PTO SLAB STRINGERS TO STUD WALLS SNOT PINS AT ., .'. •� 2X4 AT 16" O.C. Ib" O.C. AT 8" O.C. TO BLOCKING � � �. T PON* WALL AT __ _ P.T. 2X4 PLATE WITH - �. DIA. SHOT PINGS b'-6" O.C. (MAX.) SLAB PER PLAN,. ( 1x.14" 2X6 P.T ' TO SLAB AT Ib" O.G. SLEEPERS 2X4 P.T. AT 1PLATE WITH 6" O.G. NEW SLAB 0,14" SHOT ' a PER PLAN PINS TO O - — SLAB AT 16" \ " � JOIST SIMPSON "U" HANGER EACH END O.C. 2X4 P.T. PLATE WITH 0.14" PER PLAN DBL. JOIST SHOT PINS TO SLAB AT 16" D.C. ' ^ PLATFORM EDGE DETAIL 2 PLATFORM FRAMING AT WALL r7,**-N PLATFORM FRAMING � I" = R�MED STAIR SECTION . ` PLATFORM DETAIL MAR23-C I'T—I -,,T U.:rc'..-E �'"T�rj' MIN. D6L STUD FULL. LEWIS HEIGHT AT END OF SHEAR WALL SIMPSON "C5I6" COLI. STRAP CONT. TOP AND 2 k 6 FLAT BLOCKING (3 X 6 MIN. 2 X 6 FLAT BLOCKING (3 X 6 MIN. TBOTTOM OF OPENINGS -NAIL STRAP WITH 10d // ON EDGE AS NOTED IN SCHEDULE) ON EDGE AS NOTED IN SCHEDJLE) .5. PO.;T PER PLAN NAILS AT 4 1/4" O.C. I I PROVIDE 2X6 FLAT BLOCKING CONT. ABO/E AND BELOW A OPENINGS FOR STRAP NAILING -EDGE NAIL WALL N PLATE I/2" X 3 lit X 9 I/2" I I li WITH (2) 3/4" DIA. X 4" 11/11• I 1 SHEATHING AT BLOCKING �/ I Ent�D. WEDGE ANCHORS I I 316 CONT. DOUBLE 2X I —_-_--__��- - - \/;;r•t V L E E 1 HEADER PER FL AN tr F'ICAL, ��� SILL PLATE -NO SPLICES l C]r4SUI- TIrJ;, SIMPSON "CSI6" X 10'•-m" COIL STRAP.� /� ' � � � E.N G t nt f-F R�; AT DBL. STUD, NAILED EQUALL"T TO ---- STUDS ABOVE AND BELOW 1W60 ew boonee fern road r. .y.l u•u •, n .� — — I I tuafatln, orpa� 07042 �.. S2. \ I I (503) 465.8605 phone -� •, ^• Tr G.R. I \ , r 1 (563) M.1206 fax REINF. PER •. � \ SIMPSON C516 STRAP I I HEADER PER PLAN `�CHE•DULE I I DEPTH P� FTGI, �� i � I I SIMPSON "CSI6" STRAP SIZE PER FTG. SGHED. SC�DtLS TUD PROVIDE SINGLE CRIPPLE 9 I I AND FULL HEIGHT STUC FOR \ I OPENINGS UP TO 61-0" 1 -^ -APNRE VVIDE DOUBLE CRIPPLE STUD W E OPENING EXCEEC6 6'-0" JOISTS PER PLAN FOOTING DETAIL --- Q \c2.-� MAR311� I _ I I STRAP DETAIL p STRAP DETAIL DBLI '� '� SNEARSTRA n r STUD MIN. DBL. STUD FULL HEIGHT AT EXTEND STRAP ONTO HEADER END OF SHEAR AND NAIL WTTN 05) IQ1"� NAILS WALL I _ � BAPTZSTRI SURROUND\ MINIMUM WHEN SPLICING .STRAP WALL PER ARCH. DWGS. \, BAPTISTR* PER <•� % / .2 \ DRAWINGS ITEGTURAL DRAWINGS \�2X4 AT ------ I 16" Q.C. STUD WALL AROUND � L_•. OF BAETER V I - I OF BAPTISTR* -- SEE Z_L Ll 2 FOR Y __i - -. ---- INFO i.� _ 111 HEADER PER PLAN / HOLDO , EXTENT OF SHEAR WALL --NAIL PER SCHEDULE HOLDOWN I (j �--} PER PLAN PER PLAN i 2•- I / I NOTES: I I.) SHE WALL TY INDICATED ON PLAN NOTES NAILING ---- - - -- - -- -------- - ___ -�� ly \ AS INDICATED ON WALL I _ .— /� __.._..__,•._ •,_.__ J„ - ,_ 2 ) PROVIDE 3X BLOCKING AND STUDS AS NO-ED B* SHEAR WALL SCHEDULE. 2X6 AT I6" O.G. 3.) SPLICE ALL 'CS' STRAP'S AT HEADERS ONLY. NAIL_ EACH ',TRAP TO --- --------' -- - -_�- -- T-1 HEADi:R WITH (15) Ind NAILS MINIMUM. SEE�10\\S2.2,12X4 PCN-, WALLS 24" C.0 i 4.) LOCATE 'C STRAP ON OUTSIDE FACE OF WAL�C AND RUN FULL I =NGTHD T BELOW daPrISTR* SLAB PER PLAN -REINFORCE SLAB UNDER ABOVE AND BELOW OPENINGS UNLESS NOTED OTHERWISE ON t LAN. BAPTISTRI WITH �5 AT 12" D.C. BOTH WAITS lV! 1 STRAP DETAIL FRAMING ELEV. GRID C-D - �- SHEARSTRAP3 1 c 1'-m" - 4" � BAPTISTRY SECTION z 522--1 I/4' - I-0 ^ 522-'' _� 4" ` BAP?ISTR' 1RR0UND WALL PER ARCHITECTURAL DRAWINGS �- 1 � BAPTISTR* PER i ' DRAWING URAL ' � DRAWINGS i 2X4 AT r I STUD WALL ' AROUND () /1 PERIMETERI t 111 OF BAPTISTRY � �-(L/ � 1 2xb �:T 16' O.G. �.� n r I �vii cv - - - - Yt _ -`---�- - DBL. JOIST UNDER WALLS - - ------- --- - -- ° - PROJECT NO: 03272 (�EIWORcL`MEN1 PH2 !1(52.2 \ SHEET NO MCDULE P'ON* WALL STUDS WITH JOISTS BAPTISTRY SECTION ('12"'\ 2.V 522-12 3�4 = 1-0 uurnullt KU y1�. S2 . 2 A. ' F \0`"22N037?2%22.dwg, 04/04/2(104 02:16:15 P11 12,020114-1)01 h + r� 12 of 34 1, .. r. 4rL.:nW+-.. u5MSM4.wMRY.MN1."'I•sswr .r.1r.1.4c., ur,"., r.. r 5. • J' A. s'kAi'Rn w� CMI ry1 1, li '.II. I! .;il I 'Il' '� !IIII!IIIIIIII II IIli,lllllll; 'Illl'II'll llt;l'11','11;ii'i•' ii ;11; «•amu' I LEGIBiLITY STRIA ,l' I O ? 3 n 5 & A 9 2 ? li m1ft.1 cm16 7 Ip 19 20 21 22 23 24 25 26 27 2FJ- 29 30 u v H"JNI • OZ . . ...���,�i.�.�,ila,I�J.�J.�'''��,11�1�J�11 ' ,�.I�Lt.!cJ�tJ�"�i ' ' hal ��,�L�, 1�,I,t�wlJ.a�+�l lad�.�, 'wJ.�,�J.�1 �. J��IJ•,�,�� .1I ,_ I tit � . a 9 r, r .• n K 1 tS � �'�idSti'.9F (E) BEARING WALL -N (E) �CANTILEVERED BALCONY JOISTS I i l l l l y. I I ._ - .-.._. 6X14 ------_ I u' � :- • GL 3/4 X 5 ENDS BELOW GL6 ja I I/2 '1 ! / 2 ECc 14 PC L. i Ii W HA GE 5 T 4.2 CAP BOTH 54.2 (E _ (E) TR s5 O T. I END _ i H D SE D T L 2 C• - -NEW C� -- -- �� A 48� I SKYGHT R (E) CAP BOTH ARCH. DRAWINGS _ --�- �- ENDS 6` K7 I H'' E E�IRES 12 - 31 - W� 6- MOVE (E) O' RHAN ING 4.� R H. DR,4i"41 GS 4 i RFTER AT NE ADD TION MATCH L.I - - - - I GL 5 I, X 24 GL ! 8 X 24 - _--_ - ) 6XI __N�r+E_+. =_E X . I cr I I 4 4 2 O.H. -- *-ucxo- 54 SIMPSON "ECC 3I/4-4"5IMPSON / . _ co "ECC3 1/4-4" �" ' '^ 0 P5F mCOL. GAPCOL. GAPX_ 300 LB.T AI ' QG �\ � 1300 LB. XECH. UNI /L65 _ \ %1ECH. UNI :, :in SIMPSON 11 SIMPSON1 0'EGC5 114•-4" i = "^ r„CC3 1%a-aCOL. CAP �' COL. CAP y S4.X 13 X 4 3 R OHiGI F 1 --- 4 2 X - -- CO:. CAP 2 X 6 A 24" O.C. SHEATHING WITH !0a AT SIMPSON 'ECC 51 4-a' . A r`ATED T S G CEILING FRAMING SIM. -� 4.2 9 2X6 OUTRIGGERS ��� Pcc , SZMPSON - 2 BELOW 6 O.C. A-L SUPPORTS 2 TYPICAL hCm -- -- _ L (3 2x8 2x8 ( COL. CAP II 4• l - - m - } - - 1 ! _it - I- - - it_(3) 2X8__ 0) 2X12 - - (3) 2X12 ) 2X84.WW ( 2• $ I- - - - { � O-i 0- - tj C - -- - -3 .�C ] ��C . �.�.. �.�C= L= _ 7 Cly X 2 A3 - - - - r ri- - - CS - 2 11"5 Z 1AN N GH ' ' ;T _�1I ' 4 3�ROOF t Z,y„ G� L ---4_- - ,cr cA DBL.I _ _ 1 _ _I A I 2X6 2X6A 24" O.C. _ ___;_ _ _ _ - - - -- - - I f-0 '2 CEILING FRAMING , 118.----~" - ---- I6" O.C. BELOW ( 1 I ' MECH. MEZZ. y - j-� 4 - - 4. FRAMING PLAN k S -I 54. --- HIGH HIGH I HIGH -- -� --- - ___-_. IGH ,_�.' _ _ MEC} . MEZZANINE FRAMING FLAN l \ - ' 5 1 8 GLULAM rRJSS -, I VAN V L E E T �-- sEE _� 15 53.1, At Z 1 L �4 ' TY�P. 1311 ,.; CONSULTING - - -",^ I� �_ _'-� L^I''' _ �..-_ _� k NGINEERF, CEILING , I ' _ FRAwING u- 1 HIGH °- 18660 sw Doones ferry rood tuolotin, oregon 97062 V' 12 U (503) 885.8605 phone (503) 865.1206 fox m II II F I'8 GLULAM TRUSS 54.1 (�4.1 a. TRUSS ELEVATION AI 4X6 RAF CRS AT 4 a ' " ! �► 1113" t3 15m I rn 6n _ i X O.G. T*f PICAL U.O.N. CO WINDOW j � f � u WINDOW I-- 4X6 RAFTERS AT W-0" O.C. TTP. I U.O.N. `- - - - -,a I 4.- 5 ,, - -- 5 1/8 GLULAM TRUSS ATHING °- AT 4'ROOF R�TERS PAGING X - '� I I 6 LOW 15 _-- "13/32" T 9 G APA RATED 48/24. NAILED WITH anTHING, SPAN d G• - r<t AT b" O.C. TO .:LL 5 1/8 GLULAM TRUSS rn all - - -- -! I6 HIGH HIG _ ''-A l7 �� - - I I t3ZIpR0 4- . 9 ' - r-- _ I 4.2 - - I ' D1!►L. TRUSS � "� NONSTRUCTURAL ii DBL. TRUSS I - __ WALL BELOW I 54.3 Up .I IGD 4.3 „ I- G L JI~ 4 P X54.2 ( GL 5 1"s X 21 -�� � ' I 4 - ;4.; - a HIGH %� ,V1- 4q PSF -'UL-CT3EPTu' I �ay 11, m _�- --.__--� _-� �, ✓ I 4.3 � - :C" l �-_y` _- _ � TYp. Z� I - I� VA 73 X + �� ---- 6 pUfRIGGEIZ Af2a 0o G TT'P:GAL ,� 3 ° (' 0 - (S�43) - + �� X I �� 0 GL 3 I'S X 9 1 m PSF 5 GL 3 1/8 X 9 '�\• • �� >� G43 4.3 4.3 �LL 3 1/8 X FJLL-DEPTH TRJSS PRE-ENGINE�REU WOOD GL 3 Ir8 X BLOCKING T'T PICAL TRUSSES At 24" O.0 I _.� ul (y f � BIRDSMCUTH HIP BEAtiI 4 X 6 AT �4'-m" O.G. 4 X 6 Al W-01" O.G.(/ OVER LOW BEAM TO TT F'ICAL 1 TYPICAL BIRDSMCutH HIP BEAM j OVER LOW BEAM TO MATCH 4Y.6 RAFTER MATCP 4X6 RAFTER DEP 'H A•� BEARING I � n ly Q/ " 1 It I, CEPTH AT BEARING t 111 t- 82' Lu (D (D W U11. ROOF FRAMING ,FLAN _ - - DAA 1'-Z' PROJECT NU. 03222 F l) 1) 1 S3 . urham It�i _ ELC2004-00180 13. of 34 E:\032')1103222plans.dwq, 05/191KAA 09:15:34 AM - -- - ""'r-•„ ,,,.._..__....._.._.. __.._ ...-._..-._._..-........-....._._...._....,. ......_. ...>r........,•...,«,n...+.a->K ..,.,�' "gyp' _ _......--...__...-.. _ ..._. _,. ...,_ __..,...____._.. ._.-.____._-...___ .._--__.-._- Y,_,-_ _ _. -- !fl! 1111 Illi III! ILII 111111111 IIII'itll'Iiil ,1 111�'�'lll ' I I I I I I ( I I I 1 it ,1111 IIIIII,II m --- - :-: cm , ( � IIIIIIIIII 1!I'!!" I; 1•'1'11 II II III' 1 IIII 1 lit' IIII111 VIII ' LEQl�1LITY STROP1 I I I I I I I I O I 2 3 4 5 6 ? 8 9 0 I 1 12 13 I4 le I ; 16 19 20 2' 22 23 24 25 26 27 2� 29! 30 OmTsl r^ X ZI 01 O HOW 0108 Ozo aZ , I .,�4 I'll I I _ .�itlallr�1�t �J. �1,� 11� _ '.. �til�lIIJ1 , 1� �1�• � .t� I r r .. .. r .. .,_,. . .. ... .. .., •. ..: �` .: .: "` PROF= DAMES �r-- ----- ---------- ---- ------- ------ �' OPM 12 - 31 - 1 ' 1 I 1 REVISIONS 1' 1, 1, !1 I 11 1, ass 'I II ,, ' x ' II (E) TRUSS – — ,Q � II LEWIS £k 11 11 I• r , 1 (E) TRUSS VAN VLEET II (Nyv�, N. uc_rlr3r, ENGIN EE RE; 18880 !w boonnse f92 y rood __: ------ ----- ------- --------- - - - --- -- - - - - 503 8805 cone I I (E) TRUSS tuolo In, or on 2 ( ) 885. ph (503) 883.1208 fox _ (E) o✓ERFRA'�ING �' I I ) bXI G' (E) RUSS 6A a8' 0 a ? 0 CE a 1 1 (E) BEARING wALi_ ON (E) I I I I S A u CANTILEVERED BALCONY JOISTS t , ^ GL 3/4 X 5 �� / ENDS BELOW 1 GL 6 /4 1 1/2 �( N NEW Z N ------- ----=- J I a6 0 ? "EG 14" G L. I I EW HANGERS T ' GAP BOTH 4•? ' _ (� Arg A (E) TR SS T. ? ENL EW SIMP50 , — H D S 05TAIL G• "ECC 14 COL ) 6XI 4• ) ""3 A_� CAP BOTH ENDS ! 6 6 - MOVE.(E) O -RHAN ING 4.2 RAFTER AT NE ADD TION - - - - 1 MA GH • - --- GL 5 I X 24 rL li 8 X 24 1t', - - — ) 6Y,1 1 I ! I 071 X , 1 1 I ,- - -- -- ----- - ' A I 1 1 I 1 X SIMPSON SIMPSON "ECC 3 ! a-41' "ECC3 1/4-4" ?- m C m �_- -~ m �_� COL. CAP COL. CAP k 4 \ - � In m ._ ` n X- 0 1300 LB. AT �6' 0---� I 1300 LB. l7 � � L 1 SIMPSC ,MECH. UNIT T3S1 MECH. UNIT_ , °ECC5 1/4-4" I "� "GC3I IMP404" ■` .\W 0 , cp COL. GAP _---__ COL. GAP v �_ - _ HIGH I 4 — r r XJ ROOF X \SIMPSON "ECC 5 l,'4•-4" 2 X 6 A' 24" O.C. 23/32" APA RATED T I G I3 D' 13 COL. GAP SHEATHING WITS+ !T,d .:T CEILING FRAMING SIM.�_— , U _ 8 SIMPSON �_ X /BELOW /6" O.G. ALL SUPPORTS `� OUTRIGGERS 49 PSF N C 3 I/4-4" H T7PIGAL \ COL. GAP (3�X8d/--- f 3- -T 2 a, -- - -� -- (3) 2x6 i 1 ROOF FRAMING Pl.aN _ 73 T_ >F ZU � �1 ly-A Ln U Li L�1 X 0 (y (y Ll � Itcy LU -I Q Vcil'} ^M 04/01/04 PROJECT NO: @3«2 SHFFT NO 19 ,1 I hitham KSI S3 . 2 14 cif 14tj a'q aF E \03222\03222plans.dwg, 04/09/2004 10:14:09 AM • .. . -. ,ill . llllilli�fili I:hiliiij nl niiI I I � I II ' 'I � CRliIlu(, ;i;lll, , lIl lfll IIIII�IIIIII IUI IIII IIII IIII ills Iln�l�!I�n�l I ,,, ,l •,.•�: LEGIBILITY STRIP 2 3 a I I L.�Q� � �rrnml ' �I IC! I I I� I 'I!NI � � I 171 I ,I l' y.•,,, ,,,' _., till, IIIIIIIII'III'il:. �k ,.. ,... U I - J 8 � I IIIA III I tm 3 4 I 22 23 24 25 28 27 2A 29 lO 11 t3 19 20 2 � I I 111 I I I r , f' w! 1, ld y •-.t „ HONI u 308 2.1 1 1 OI 1► y + I �J,I.� .I,�.lit,��i.�,11,�,1�,�1.�1���,�1>�.�I,�i�aN�l.t�l.i,i�.�.I�l>J�����.�1.1���1 ��IJI�.I #.��•�lj.l,�'.rI -~-.�..n.,-• �.• _. , rr' r`Tt aii' I�. 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TRUSS PER P:AN \ .7 �' - --- I ptr, P� RADIUS = 36 opt. 77-C-)41f �• • - 4' T4 I/4" SIDE PLATES WITH ��"/ • : 4T'� _y f •,/, '„JS tp �4`•��1'r • • /i' / `+ , �,� ------ t IGa��r-�� �\ 4° Tl PZGAL NOTE: LINE a .�� � / t �,�/ At WEBS ABOUT CENTER DIA. 80 A I :`� f--.-� ` 54.1 / • • ��. � /� � ; -'"�. * '� ' tv \ .i/ • • �� / BEAM PER - IN ER ' 111 . 1 • 'v -- TRUSS ELEVATION �TRJSS 114- 17Fi K \ tea„ • • LEWIS tx (2) /4” DIA. BOLTS AT ~�� I ,BEARING Pj_:TE 5 8' r'!'. • O.G. IN BOTT, OF 2' I 1 1/4" (iAP 6 e • - VERT SLOTTED HOLES\\ -y 4 / IN PLATE I/4 •-•�TT Pi �• � V 4" 4" r,5 � TRUSS PLATE DETAIL , ��- A N �/ L E E T I,4" SIDE PLATES1/4' SIDE PL-ATES L�• 1 1 KITH 1" DIA. BOLTS WITH I" DIA. BOLTS / / ` '0 C O N S u LTI N l ` / �.-' • ENGINEERS I I � x / CONFIGURE TRJSS �j • �.- iv T * ♦ � I I/4" SIDE PLATES FOR 3®" X Z2' RECT. � ,/ 18660 sw boones ferry road WITH I" DIA. BOLTS GT. -VERIFY W; MECH.. \ ! ��� l 4' SICE PATES tualatin, regqon 97062 y WITH I" DIA. BOLTS (503) 8885.125.8 phone h 1T f I a" (503) 885.1706 fox �• • 4' j`" �` r / / • 15EARING PL:•TE 5.13' X 6" X B" � 1 � SIMPSON "A35" EAC-4 SIDE TO 15EAM TYP. 0 TRu55 DETAIL -0; 4" TRUSS PLATE DETAIL D - TRUSS PLATE DETAIL E TRUSS PLATE DETAIL � ,H 541 S i s 1'-OW T� Q Ln H (� a LII Q � -� LLl Lf) I� W W i Q �Y u l � o w Cy- Ln TF: 04 PPQ IrCT Nn SI+LE I Nu Durham Kd 9/1_ F 1,02004-00186 5 of 34 E: 03222\0322.201 dwg, 05/19/2004 04 21-55 AM . -:r.r-wr,.-.-...-......._.. .. --., .._-. .._-.•+.. ... ......... .._._ .-_.,-...... _..........................._.—.... .._...-.__.-._.+•-w•.YWwRE!V. _•—w. .: .. .,, ..w •:—.• n•- •.._....v.+•,rn ,.pn. .. a.ry -•.:.'•.... ........ ..,•.h."IYMOffVp:..,-..tt_xn.:9i1f111•/M9i!/II��W�A • - 'tl"Ni+r+i dns{eA _ _. '.,.. ..... , . 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Bl,- TO L \ I BLOCKING AND WEB BEAM -w"+P 4' OVER STIFFENER Bl JOIST BEARING P,_ATE MANUFACTURER I Ili 2" a , �^ -`—� � I - EXISTING EXISTING TRUSS " I • EXPIRES 12 - 31 - oa DUG T EXISTING RU55 NEW I BEAM AT 24" O.C. 3 I;2" AT 24" O.G. PER PLAN l #"'�` — — ---— NEW SIMPSON P. ,, F,EQ P_. ti "LU" HANGER � j \ 3 I/2" I i , "3�16r- BE--R'�G E 5e SIMPSON H3 \ I — - SHEATHING PER TYPE TIMPSON r------- BEAM PER PLAN t_ 6G/ i LAGER i1 -\-_ I 5IMPSON "H3` '�� _— -- _ SHEAR WALL � ---- TYPICAL — �r 11i2" - - SIDE PLATES i,4 X $ I/4' X I'-a" JOIST PER PLAN W 3` -- WITH ,4) 3/4" DIA. BOLTS TO _ ;.1 3/16 PLATE 1/4" OVER BEARING SIMPSON "H2.5" AT 3 1,2.. \'EXISTING SOFFIT \ NEW SIMPSON TH.. 213 EACH JOIST ER FRAMING TO REMAIN 2X6 AT 24" O.C. � SIDE Pt A'ES 4' X 8 ' 4" X 8" WITH �HANGER SMP T CHORD FOR I SIMPSON 36' � BEARING P�.".,TE 5/8" X 5 I/4' X I'-sa" NEW 2X6 AT 24" O.G. -�. FRAME:' CRICKE r _ � (2),3,,4,' • , I T r $:'ARSON THA 213 ZM BOTTOM SIMPSON 'r,.STA G.... BO. S D BEAM -LAR -TRIM A5 REQUIRED HAN,sER CENTERED ON BEAM \ STUDS -MODULE WITH 45 REO.IRED 3/I(�V '�� I/ OVER 5E4QlNG p�.ATE _-. -- FIELD VERT;r-' \ NEr1 nE—'M '5 POST PER PL«N JOISTS ABOVE - 6E.:RZNG F, ATE lit', /Its BEAM AT EXISTING TRUSS � : ,/4' x a" � 1 NEW BEAM �4T EXISTING TRUSS BEAM/POST CONN. _ avST pER f'_..N MAR29-A ! =77 \_ v:,��' P' I, ' I: POST/BEAM CONN. ROOF SHEATHING PER PLAN LEWIS r , tft BEAM PER PLAN � � ► r-: •�•r r , . . . . , 2X6 AT 16'' O.G- \ 2X BLOCKING - EXISYINa NE" SIMPSON "HU" , _ 2X DECKING `GIRDER TR 1S5 1X6 PLATE WITH Ibd AT b" O.G. l HANGER BEYOND I *= EXISTING 4x8 RAFTER 4'-0" O.C. SHEATHING PER PLAN ''� EW LZ X 2 X 3/16 BRACE FUR. IN SER F�"a ' ; ,.� ! � SIMPSON "H1.5" AT .�'-0" O.C.OGV A 1-1 V L E ET OVER EACH 4X8 WITH 3,8' ' + 2X6 LEDGER WITH (3) Ibd DIA. X 4" LAG BOLT TO BEAM CONSULTING f / J PLANIN PER TO EACH STUD AND Ibd AND TO 4X8 ENGINEERS G I N �''+ EERS I®d AT 6" O.G. AT 8" O.G. TO BLOCKING ' � of STDs ABOVE a. 18660 aw 6oc!nea terry road r _ tualatin• orogon 97062 I •-� I t 11,12" (503) 885.8605 phune 1 r � (S 3) 885.1206 lax EXISTING 4X8 4 FRAMING DETAIL % ''-2 1/2" 'VAULTED REMAIN AT i 2X6 BLOCKING 3/8" BACK PLATE �, MAR29-D CONNTI IOd AT 6' O.G. , 1 1/2" e 3 I" X 24" CONDITION d •• - " ------•-• r .r QST PER b, / I `PURLIN PER PLAN JOIST 2X6 BLOCKING WITH PLAN 4/ f _ _ p G SIMF SCN 'A35" AT 16" \ e SIDE PLATES 3/8" PURLIN S�+EAR WALL 1 ER O.C. X Ib" X 24" WITH 0.0- EXISTING TRUSS TO REMAIN PER PLAN R SIMPSON "HU" HANGER , ; � ..,�, ���: ,`.� - _ i , , i,r;� 1'-0" �' (4) 314" DIA. DOLTS TYPE O ter_.,. ; : r�l.� ,f, a TO BEAM -TOP (3; EXISTING � �� SIMPSON "HU" HANGER BEAM PER PLAN _ i 6 BOLTS IN TO1 PS OPS O: ��''� EXISTING 2X6 AT 16" D.G. ---I - �� 2" SLOTTED HOLES 4X8 �' _� � � I OUTRIGGER '!XL FLAT BLOCKING 4 I/2' WITH (4; ifCa FROM 4 =- ROOF SHEATHING SIMPSON U -SIMPSON "H2.5" AT EACH HANGER TYPICAL JOIST i BEAM PER / 1/4 NEW ROOF AT EXIST. WALL �' FRAMING DETAIL `~ FRAMING DETAIL PLAN , GIRDER TRUSS / (1 u2' / 1 zI'-ff 2X4• AT I6" O.C. BEARING PLATE I" X 10" X I'-4"l SCREWS EACH JOIST TO 1X4 AT 24" O.G. 2X4 LEDGER WITH (2 Ibd - - TRU 55 ixb AT I6' C.G. TO EACH STUD ) H I,/4 is P:.•'S' '=ER f=,..:'v (a) trod - --�—�� - CLULAM GIRDER/POST CONN. I-- SHEATHING PER 'OLAN y 4 _ W 2Xi I - Ln SIMPSON "LU" I H -- �A I !-4ANGER �f' l 0 4 1 :X \ ROOF OVERHANG SECTION -I � JOIST PER PLAN - TIMBcRSTRAND BLOCKING 2 X 8 LEDGER WITH (4) Ibd TO U EACH STUD AND Ibd TO BLIC.G. By JOIST MANUFACTURER 1� AT 8" O.C. WITH 16D TOENAILS AT 12 ,RAFTER PER PLAN O.C. BOTH SIDES � �'PURLIN PER 4.2 _ PLAN \ ' t TRUSS CHORD -SEE SHEET 54.1 SHEATHING PER FA j BEAM PER PLAN 2XIfd LEDGER WITH (3) 16d FLAN TO EACH STUD AND Ibd at � -�{� I •� T- _7 i 8" O.C. TO BLOCKING SEE 5- FOR ADDIOCKING TIONAL I I` '- - _�\ i£ WITBH�16a TOENAILS -•� M '�' INFORMATION �� \2 X 6 AT 8" O.G. __3 U JOIST AT TRUSS �--- AllENTRY ROOF AT WAL!_ — --- -— — BLOCKING (� TS F'CST PER °'LAN '� 3/4" DIA. THREADED — -_._� SIMPSON "H3" STUDS AT 24" O.C. WITH I \ I AT EACH RAFTER -BO" FILLET ALL AROUND HEADER I'ER -BOLT DBL. STUD TO �'RE-FNGINEERFD I PLAY 1 SIMPSON "ECC 3 1%4-4" POST FULL HEIGHT TRUSS PER P!_.;►� COLUMN CAP "IPICAL • _ E3EAM/POST CONN PRE-ENGINEERED EDiE NAIL � ' f • TRUSS PER PLAN FULL HEIGHT STUDS �J � V ' ly Z ~ 4. 2X6 At I ' ' 2x BLOCKING WITH 16d 54. /EDGE NAIL f 16" O.C. POST PER PLAN W W TOENAILS AT i2" O.G. .SND '�� SIMPSON ''A34" AT 24' O.G. J �� /2x BLOCKING WITH 16d \ TCENAILS AT 12" O.C. AND _ SIMPSON "A34" AT 24" O.C. 1 -VENT' HOLES TO MATCH _ EXISTING 1 L4,4-KW,4 I ROOF SEC-TION 0 4. SIMPSON "H2.5" _ L_l_1 ltl AT EACH TRUSS I V c 1 I t u CONT. DBL. 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TRUSS i" �/ ��� `'�•� / BEAM TRUSS TO - TRUSS \` PER PLAN �-- 2 X (rr AT Ib" O.C. \ / ► --- ,TRU55 GIRDER PER PLAN 2 X 6 PLATE WITH !bd AT '� - 550T150-43 1RACK WITH 4910 MS4.2 FCW `ti SEE O.C. TO BLOCKING X 2 112' SGREAS EACH SIDE At ADD IT ONa_ ttl I ! 12' O.G. TO BEAM INFORMATION _ 0 TEK �TRUSS GIRDER -MFR. I I I TO PROVIDE FOR 2 X 6 AT 4'-0' O.G. .�. __ t 1. SCREW EA. I —__ HANGER SJPPORr R 2 X b AT WITH (5) Ibd TO 5TUD _� SIDE EA, � - FOR STD. TRJSSES TRUSS PER 2 X k AT ''6' O.C. STUD 1 15 32' :.P:. R:.'ED 24" O.G. IN (BEAM BRACE) 1 I "w° HGRs. 2 X 4 W (2) 019111 HANGER eT /' S-4EATHItiG, N I ZLED w JOIST BLOCKING •� I I SCREWS TO EA. I /TRUSS MFR. / dd AT 6' O.G. SUPPORTED AND WEB STIFF. \ I j ' -� -' BY JOIST MFR. I I STUD — � , EDGES AND ': O.G. IN GL BEAM FIELD I -r r r i r —0d r r �r . r r r r r t � r • // PER PLAN j ? XGAt I I lid ATi" O.G I 1 2XHAT l,$' 0.r_. lir' O.C. I 1 550511 2-33 STUDS AT 16" O.G. +1 \ I L. 16/32" � ! a'�-+=s-r rr� r-•r-rrr- •s^rrr-r s^rs'-r-r^•e-r-r��r�-s 15/32 APA RATED / - " INC CEILING W/ JOIST PER PLAN SII I I I" = ROOF AT OUTSIDE WALL " 15/32" APA RATED SHEATHINa '4 - I 9d AT b O.C. SUPPORTED i WITH 8d AT 6" O.C. ALL SUPPORTED EDGES AND 12" O.G. FIELD ` --__ r, - - 2 k i AT Ib" O.G. EDGES AND 12 O.G. FIELD FRAMING DETAIL _ MAR30-1 3/4" : 1-0' FRAMING: DETAIL � SUSPENDED LT-GAGE WALL FRAMING -+ FRAMING DETAIL VAN V L E ET —Y k_ I'F: .. 4,:s V1AR30-U 3'41 - I -Q' L:ONbULrINLi ENOINEERE-; 2 18660 sw boones ferry road ROOF SHEATHING EDGC NAILING tuoluttln, ore885.8�on 87762 12d AT 8" O.C, ' 2 X 6 OUTRIGGER ( (503) 88561206 hon05 e NAIL SHEATHING TO GIRDER / TRUSS WITH (2) ROWS OF 8d AT b, O.C. TOP AND BOTTOM r :mss -.ruasxzr�z� _ - MULTIPLE 2 X i� TO PRE-ENGINEERED MATCH GIRDER TRUSS GIRDER TRUSS THICKNESS ;,43 SIMPSON "MS'Ar� E,-,H SIDE WITH (4; 1/2" DIA. BOLTS THROUGH BE-:v AND BLO':KIhG PANEL .� . . . ._�,... , " . . . � -,2 X 6 AT 16' O.C. _L... \ TIMBER5*R:,ND OR GLU-LAM BEAM f STUD WALL ABOVE T7I BLCCKZNG ' PER PLAN (PROVIDE SPACER BLOCKS NAILi.''T EACH � , � _ _ SIDE OF PANEL) +FILLER SLOGKS PRE-ENGINEERED 'RJSSES F1 JOIST MFR. / SIMPSON "A35" SIMPSON 'GMSTCIFr° STRAP WITH EACH SIDE W/ Ibd SINKERS TO BLKG. PANELS 8910 X 2 1W1 4.15k T� LOAD AlROOF / AT I I/2" O.C. (STAGGERED) SCREWS TO I T- f�i 12d ''�P. I _ BEAM JOIST PER FLAN I --- -- ----- ' BEAM PER PLAN �\`•\\ / i r IN SIMPSON "HUC" s I / HANGER O \` I NOTE. DESIGN GIRDER BEAM PER PLAN e III \ NAIL SHEATHING \ \ TRUSS FOR W-21" HORIZ. IN SIMPSON "EPC" �--� TO BLOCKING PANELS BEAM _ LOAD TRANSFER FROM POST CAP • AITH 8d AT 4" O.C. PER PLAN - \ \ CEILING DIAPHRAGM TOP AND BOTTOM TO ROOF DIAPHRAGM POST PER I f-A l - ------ I FDN. PLAN ' _.. _ ... SEE ��.?,"FOR BEA ZONN. 1,4" X �' �" , _ _ _.__.-. FRAMING DETAIL FRAMING DETAIL - _— - - -- - d-I - -- SIDE PLATES W' 1' a I'-0" 4• 543-1, T.S. POST DIA. BOLTS - - 2.40k TOTAL BLKG. f?) 314 TO GIRDER .j,l . N� PER PLAN i _ _ PANEL LOAD DBL. 2X OR SINGLE 4'• \ (TRANSFERS TO 1 12' BRC. •NAIL SHEATHING TO GIRDER 15192" PLY WOOD ' BLOCKING PANELS E1'' G/32" APA RATED I TOP OF PANELS) T.5. POST PLATE TRUSS WITH (2) ROWS OF 8d 1 SOFFIT L _l F► TRUSS MFR. TYPIC/: SHEATHING WITF4 PER PLAN AT b" O.C. TOP AND BOTTOM r- 1 , I (2) ROWS OF Bd AT 6' o.C. 2X 12 BOTTOM CHORD cy v SCUD WALL NOT SHOWN kLL FOR CLARI'i DRAG TIE AT RG��'"wiF 6E,��M � GIRDER TRUSS AT RIDGE � r ► �__ 1 2 - 1'-V O - ::x6 At Ig' O.C. 2X6 AT 16" O.G. SHEATHING PER 53J� II I I I I • � j q"! -SEE �/ ARCH. DWGS. _ 111\ —" FULL HEIGHT STUD � � REAM M PLAN EACH SIDE WITH (5) ! U JOIST PER I / - Ir�16d TO BEAM -A OL W wXc �11� SIMPSON ''LU" HANGER Q IV 111 x6 LEDGER WITH r3) !bd TO FAGH STUD DBI-. CRIF'F^LE STUD AND Ibd AT 8 O.C. 16d 4T IE' 0,�, I 5'AGGERED BELOW BEAM CONT. TO Ln TO BLOCKING FOUNDA-ION PL..ATF SHIM AS REQUIRED 1 l,a TL: 04/09/04 ZX6 AT If," O.G.-�.` � SEE � l 3 � 7 1 ) PROJECT NO: 03[;; \ ll ' FE1 NJ SECTION THRU MECH'L LOFT >> BEAM BEARING AT ENTUD kALI.. �f ! -4 3 r Durham hd 9 22" ELC2004-00186 17 of 34 E ''.03222\03222s43.dwg, 05/1x/7004 09,32.46 AM -- - 'r • • ,.• ,.... . ... •,.. ,.,...., e'•:a.,,,F.,.,.,..e,°Mv�rtim9lrA l*lu.woq', yq,�, ': ,-.�wMNNYWMIM!rvw,..,:.:.. ,.., ..,..,.:.:,..•.',a•.•.. _".,�,m,.w,oMl,�/wrYn.luo,l::nn:xr,Y.+Y�.•.. ,., . .. _... ..,, :. ,., ...,........ ,....._..__.._.....__--. n,m,r.M.+ p,WJ�, Yn" '- . •- , .. ... •. .a:wacVthc":Y,R:.l,..•.u:noFu-Yili/11wlMllr"lritfw�rY:.uAOifl:'4..w...s...w«r.Mi,;u"I�WtKK;•tl"L'�1�k:. fwn:,9i�'.�11RIWYM%/�'' 'N6i�.C��'C0.�f�i '�r�{y.' d✓� ,1• .... , > cm nl 1111 l � � T lullulllllllllll 1n1�nnIIIII�IIII IIIIIIIII IIIIlIIII III,IIIIII !IiIIIItllllflllLE0181LITY 8TRIP ,or r1 cm ( d T b T to 1 1 19 1S 14 1s 1„� h !! 18 IQ1 1L1 2i > E4 E•3 as 27 249 asp QI HOW �xloe Y r ; , I I I l r � • ���1!►. ���� i oz 4 I t P . w'•,- '„•,..,. ': ,:::�' .. ,. .:, ... .. ., .. ... - ,' N' ,- 'hlrla:-i'v:R'::S+,YAJ"1}.... ~�R'.r:l,....... r .- ., .. ((11 iN I. nl IF ,I• U 40 W j, ;. EXTEND NEW Es" STORM LINE FROM OUTLET � �'•'' � ' STRUCTURE TO EXISTING B" STORM LINE i-iYtG+""lr+�-iTlaC .1 N �• r p �UPtC/Jl / REMOVE EXISTING 6" STORM LINE GQ'1E1+'�wC�C►wJ GT, . CJrvLY W I L Ir»�C'�M, �.! ( APt El 1G�X• 154' s I+' v, V� tTHIti`I r G r1 t!p-1 G i�•I +�F"1 V t�t Y'�T , E X t� t G c K t c 7 GEIirJ �Cr17Grt« _. J J ( ii corf-nwrev"i j- ~ r• T p•° _ t TO M A,i►.1 F=1�t�"1 -LaLI. } .r /fz >. , 1 ,.. "� 4 L E 1-4 Cal -1 0 F •r ! I'P" ,0 to E � ^ t s -" EXPIRES 12; 31` 5 r! 000 01 21 ' J.J.1I ___.. �] / �� »,,�.•�>_�,r 19 P-1 • \; r, HeALC-ciz- + ►1lEJ 1i GCS. ��.... x.-.r+.f`•'",.►�• 1"":�j (F� i l.a^K. «�,.+,/12" "+"�� ...-�+.. ►r'P.Pl� • {f'i' �IP"11� .._.✓�,.•"'• r +.`"r"'F"d �-ri1Q f" �� �-�i".../•., � � � • I lr � � f ro '•r " j +..�w�r.,t�...�", � �•�i. \ •'�•/�('� •--1 5Jj_ „ _ C _ '� 7* ' 1 S� - .-- EXIST T� , t„ 3 * ' t+ i i. • r.' fk>fs' r, ', "�a•_dye `..a / ..-. ...-___. ____•�.Y _-__-_ .---'• V •_ r ;- 77'1 I (� �/�,. x�►:ta r.^.0.:w�rrx>�+' r r wY t--wr wa �� rf ( LAWN �' E r. r;l G _ _ '� S •:y , . i ',4 Ln 1 ' 1, �� EXIST G ��� `r L "' _•' l:» , carchitacl - p3 c3!tnei 209.5 . f>Rt T. \� IYx1 t.C�h Q ~ _ i c i. .r•� ,. ti 1 OU26 SE 2 1 A A:*rt1rj E' 7.G' W ti / _ EXISTING 8 OJ ECTS r• ' "� � tr, FI ► __.». .. . 1�" 4 ! '� . �r < TO EXISTRJ _ +a Rf ;• . 1 /E: • ., 3 INLET BARRIER, TYPICAL RIM 06.3 CA -H ASIN n'y I 90 \� 1 j // i IN 20 60. INLETS. SEE DETAIL 1 't '_5 W1CX►H(5133)2AE� 1tlNd IN 20 C2 8"IE OUT 4.4 - - �► I 1 I f EXIS>1NG FLOW 0 TORE ` � a EB � NTROL STRUCTURE 2� 1� I O.1 ,"ti T ~C �-••''� A I'�-'� r�-r..• '�, • PL^C. I� .�t'R1 ` IJP"` �� 7 " 33 \ � � '' .__...._ ..._ EXISTING 6"$yS �-., 10 !E IN(w) 6 610%t • 1U' � ! i -- - - - FR FLOSTF2�NTR QL TU � OBK I f}. 6IE OUT( y` 7.17 / EwFP'1 ; �O ar„sC:.�'• ;,,�i - __..�_.._ r KEYNOTES •� ���•-•-�•• I " LAi;,'(tr" 51uhMrVATER POND TO BL ENLARGED TO ADD APPROXIMATELY M-� (1 `� Y �..-....-.... ! /-REPLACE EXIST. 4SAN .IJ _ ,. Y 300 CF OF STORAGE VOLUME. RE-GP.ApE POND TO WiDEN BY APPROx- ' �:J � ,,�-• ►•- _�...�_.._... .�..r.�- ..� S=0.0200 MIN. � � • -COORDINATE AITH PLUMBING DRAIMATELY 6' TO THE WEST AtJD 10' TO THE SOUTH / • $„ ��� ] wiNGS I I �u16T.-_ ' � '. - -- 4y/ 1 I„},�Lrj,)u __' r` O EXISTING FLOW CONTROL STRUCTURE H•,S A 3/8" ORIFICE IN THE r � } r ) 1. E� TURNDOWN FOR THE o" OUTLET PIPE INCREASE THE SIZE OF THE .�-•. ,- I 1`� C Jl N ORIFICE TO 1.66" FOR THE NEW WATER QUALITI FLOWRATE f Crz LEANOUT r 1 I ti • F L -i... 2! �, �y� , til E'+C.'•O I➢ ` x . X ' `3 REMOVE EXISTING 8' BYPASS LINE, DAYLIGHT 8" OVERFLOW PIPE AT CONN i ODS10 N�� `--'" --` '` W 11f DIRECTLY INTO POND 8'IE 208.51 INSTALL 1.0 C+, MINIMUM, OF .•..........-•- T I A4"IE 211.15 OIo I C 1:' TO VTv'*iGblEP"',V•-� _r�-_` I � CLASS 100 RIP-RAP AT OUTFALL. r, EXISTING DSI O (TYPICAL THTC SIDE) 0 1'"�G W 1.1 r•�E� \ 4' SAN CLEANOUT (AI II I ___^__ _ 4 BERM EDGE OF POND TO ELEVATION 210 TO PROVIDE 1.0' OF FREEBOARD -• .."..,.�.._ 4"IE 211.85 Cn ! li Lx„t. I One f+"t <U AT CONN x 0 I /" ABO'rE MAXIMUM WATER SURFACE ELEW,TION OF 203.0 e�1c,_, v i (TYPICAL THIS SIDE) Q i� ICiC�I' P '� f i; r�E.Yc►E '---�► _.,_y. �`� PHv►•} �5 INSTALL OUTLET FLOW CONTROL STRUCTURE FOR DETENTION. SEE DETAIL SHEET C2 - �EO'CYI'�E Y"1HGK ',� � - •r ♦'y�,? ����• � �.:_.......-•'•-�'---•�•- � �ttRCT *1 p L c r n 'S. _ ._ 1i1 A - - ••� "�;lo' � S S S 5 ,,AU�� � ,6 5 NITARY AND STORM INE MATERIAL UNDER PROPOSED ADDiT�CN� ,0 BE wI;,TRl+r1• �_/ •�� w 1& ,! "C� I EXIST. 4" S.SV(•,,f`. P'_R CONSTRUCTION NOTE 5 G A QY. I ) CONCRETE SW_ d C,*•TV ,,-- BA`'�T' (DEXISTING DCMESTIC WATER LINE UNDER PROPOSED BUILDING TO REMAIN t1 I ''� + L1TIt� PIPE MATERIAL AND COVER TO BE PER PLUMBING CODE, �.... w �-ExI N FIR A - • �a � rs� l Sit / 1 ►� C E HPDR N1 a ICG i �� +� ,1 �'� PC DOWNSPOUT LOCATIONS ARE APPROXIMATE. SEE ARCHITECTURAL PLANS �- i{1 1 \ � � / _,_ ____ _.__._ -._-.___ �./ s• FDR ACTUAL LOCATIONS. T r` Z::x� , - Vt��'+ . . ccLlMiwear - / j i �• .. ...... TO PAINTED RED ���s • { _ 1 ��•�� ) .,, r� j ,or.�►;( i DA'.K MINE ! �� ����� r� NDICATES PRIVATE HYDRANT) - 'tp^CF FO,.� +'N)h1 q ,1. lV ��- g FIRE SERVICE VAULT SEE DETAIL SHEET. SITE WORK CONTRACTOR TO. P CITY STANDARDS cc : , �,f� - f �f''�� ACC i:' S TO S� �)t) `E/ 1 _ n - �J r A. INSTALL FIRE SERVICE VAULT AND 6" DOUBLE DETECTOR CHECK ASSEMS [� C'`� elE� ^� �r^if^'1g _ _ I t 211 -' • B. COORDINATE FIRE SERVICE LINE SIZES WITH FIRE SPRINKLER DESIGNER, M D' I PROPOSEDi ADDITION DS 2 ,- 3 �U� i C. PROVIDE GRAVITY DRAINAGE OR SUMP PUMP (I E. C,RUNDFOS MODEL tx1�T. \_ FF 2 3.� C.� 1"I �"C _ j ! BOSS 200) AND PRO'vIDE PIPING TO APPROVED DISCHARGE LOCATION "-- - / ! .-ANI "Toe ---- --- -- - D. PROVIDE (2) 1" DIAMETER SCHEDULE 40 PVC CONDUITS FROM FIRE �..✓ I OLLl�► NEW S '\ Pa �, 1'' 10"IE 2 r I d Ar-)CA" ; T C� L' I VAULT TO ELECTRICAL ROOM LOCATION ,1 / f_X15T _ p EUI TI O"ST 1 ! ,� "wiAI N 15137WI EI►•I ( r E COORDINATE WITH ELECTRICAL CONTRACTOR TO PROVIDE SERVICE TO �� \ RIM 0-Fr/F7' / M'•A KI r"1Gr ^..Ip W \ LI T 21 _ , ZZ W 0. 0 1 , �� 1 F. PROVIDETAMPERSWITCH. \ w Le 7 CLAW. ts1 � (t S NA�g��p• v B �; c i Q K 1 _• �„ • Ou < � �. v it �) 10 INSTALL NEW FIRE HfDPANT BEHIND CURB IN PLANTER STRIP PER CITY / / ` \ 13"S T \ / \ 3 �XJ 1 / EXIST STS C.0. Sw�"' � I� 1 a0 ,r �� STANDARDS. S4 �" S 10"IE 210 07 DS 4 PRIVATE UTILITY NOTES: DS5 o k OAK �.._._ X I tr.T. car+-�n.a c.• � ti `, ► c U L; 04• .i ►►ct1JG.+ Ap"1lwA rf if rj PA1'" �,� �) 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL STATE AND f7� LOCAL JURISDICITONS, AND THE CURRENT EDITION OF THE UNIFOS'M A^L- SK1 N l ii Fr- E - PLUMBING CODE AND UNIFORM BUILDING CODE. T. U """'�"' �"f" I 21Oi ► / rf (42 w __ e}� 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: FIRE LINES. C / OAkK 1 TILE IRON, i1'AN JOINT, CONFORMING TO AWWA C-151, CLASS 52 _ -r-- -•- - •---- _.. __. TEST TEST AND STERILIZE AS REQUIRED BY LOCAL WATER � N 1 ) _ �-DS7 ,� DEPARTMENT AND UNIFORM PLUMBING CODE. \ �•_`- I 3• TERMINATE BUILDING FIRE SERVICE AT 5' FROM P'.4LDING. EX18" NS� S6 DS8 ( L'�15 515 _ _ 4 FIRE DEPARTMENT CONNECTION FDC i OCATI()NS AND SITES TO BE EXISTING 8" PUBLIC ATR E � •' � 1 _ ! TO BECOME PRIV DO REAM \ uM ')F' �� y - COCADINATEO WITH SPRINKLER CONTRACTOR, PLACEMENT MUST BE u NEW FIRE: S VICE V LT �/� _ - WITHIN 70' OF FIRE HYDRANT.AREA DRAIN i - EE ARCHITECTURALPL \ 'r --- s 5. ALL STORM AND SANITARY SEWER LINES UNDER OR WITHIN 5' OF THE 8"x6" TEE WI \ \ �, �- 1 �x'�T - -- I OUTSIDE OF THE BUILDING OR MrH LESS THAN 15" OF COWER SHALL BE D THRUST BLOC ' _ ' �. ' w ' ,.r .fir �r 't, ;•''t ' 1Q.A..'I 1.tvr+T i ° 0 �^ 5CHED 40 p w v., BJP., OR 0900 ALL OTHER SEWER LINES MAY Elt: �. FOR F1R� NEVE -�-w "w w w w ' W ♦ EI:>w• T' DVC 30)4 MATERIAL, UNLESS NOTED OTHERNISE. 1 �` I►l S N 1`'� TO BUILpIN / \ LXI wT• I,KitJr _ Oawry `'��' 1..IC+ '►.�- ___ ( . ' 6. PROVIDE CLEANUUTS AS REOU'RED IN THE CURRENT UNIFORM PLUMBING QLE CODE CHAPTER 7, SECTION '07 A.iJO 719, AND CHAPTER ti, SECTION 1 C 1103.4 NOTE: ALL REQUIRED CLEANOUT% MAY NOT BE SHOWN ON THE Q L-B G PLANS. CLEANOUT% TO BE INSTALLED Ai ALL DOWNSPOUT LOCATIONS. (� I `k . EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE BASED ON FIELD .� / •v -O .e f� cp P Is-u __ ___ OBSERVATION AND CITY RECORDS. CONTRACTOR SHALL VERIFY AND L1) \ { - -• -» •'»'• M I � CONFIRM EXISTING CONDITIONS PRIOR TO COMMENCING WORK. NOTIFY ` r'+,�b7r-rl►� H 18 Ey►. ENGINEER OF DISCREPANCIES. r YIST til) --- - � .,,,.,_...__... L ..•. � � RIM i 14.4 �'-<= ~ S. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC, THEY DO NOT ° ' ._. X 1 $'{'10.4 C.0 ;1 1.5 4 1 r.T 1 a.J Ca ---- .., `• -' � ••--� SHOW EVERY OFFSET, GENU OR ELBOW REQUIRED FOR INSTALLATION IN ! ~� i'�AY""'1K'1 NC"'� �` 3 �' / I'a f"`?K 1 IJC.7 ���, \ � '� THE SPACE PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, i \` - \ •r 1 , �► �`�,.� COMPONEi•T PIECE, ^F.CTiON, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT, ALL LOCATIONS FOR rWORV SHALL BE CHECKED AND \\\ S p•• r r , PINE t1 COORDINATED NTH EXISTING CONDI IONS IN THE FIELD BEFORE. BESINNING CONSTRUCTION. EXISTiNC UNDERGROUND UTILITIES LAYING 00 /s L WITHIN THE LIMITS OF EXCAVATION SHALL BE VERIFIED AS TO CONDITICN, 2 • /' J C��� ` \\ / Z + {i. SIZE AND LOCATION BY UNCOVERING, PROVIDING SUCH IS PERMITTED BY • �rF ViDi 10.,10' ( �i � ,.- J tib /`, 1 "f< ,� {-�.�y r�,�� E d1 ►fJ 1((� LOCAI, PUBLIC AUTHORITIES WITH JURISDICTION, BEFORE BEGINNING ' f`� F MEN1 FOR VAl1l T I C,� r-� ,{... `'L ,� � 1� ,l `- • =- _ �i�.n. 1fiw1 y ( � ,k. I I CONSTRUCTION. CONTRACTOR TO NOTIFY ENGINEER IF THERE ARE ANY S'ieet title / _ '� ► ► `i 6x1�Y, - � � ,lt � .I'` � �. •r'-� ��1 ... � �( - G � ex1'S J � „° � � I � EII i�.� !1)t•a DISCREPANCIES, /� L� tOt► 1 - i �y l J b�iy�l 20 I 1 9. WORK WITHIN THE PUBLIC_ R.0 W MAY REQUIRE A PUBLIC WORKS PERMI' �"�` , i v,' ,..� sin - }, moi""-' L MT1 s , 10. ADJUST ALL MANHOLE RIMS TO FINISH CPADE, WHERE REOUiPED. \"/• rlJ'1 • I�" "� • S`fC. 1, - li • 14,1 w 1 KCIn►�i0 • evc. r. ° ��� �I • ��.MnIo1 C '`=✓�iYC/rMQY i1c 1~ l c"'r)j, 4. f° t�'A 11. UTILITIES SHOWN TERM;NATE 5' FROM BUILDING SEE SM l�M AND a `J`(CAW1 v 00 �JQ It,D' V1t _ Q>yl, r�{C/u�1 061161111"')1- _ C` _ PLUMBING/MECHANICAL PLANS FOR CONTINUATION WITHIN UUILDING. EROSION CONT9❑L ;•f- VERIFY til RESi I, 1 , i i ...r` � '' , �. ..�.». ............,t....,....,..... �.J �� �' _-'�-r :L►-•�i-n,T. 11C��lw�l:. , ..o..........� -. i' CONF;RM LOCATIONS PRIOR TO CONSTRUCTION PI 4: it f MECALUG RE Z. ( j l.. w r - ......•✓'7 'r. •_ a E=Xt�T L �•1��C.A�q� ____,�•-�''� 71 I? HYDRA LACED MIN FPOM BAS , OF CURE?. - ` � 12 ALL FIFE NTS TO P - = -- 13. INSTALLATION OF THE: UNDERGROUNDFIRE !-INF TO PL INSTALLED AS ,-' t . �' PER 1995 EDiTION 01 NFPA 24. RESTRAINT IS FOUND -- ''- .•'[, - �'" '� `..- V -��v G � � �---'-' i-- �'>tlbT. FIC*-tF __ �.- . aT . IAT _ . H'r'ID P"1 T' _. la><1ST, p1.C1►,W. ---- IZ"yy -- WhTICt''7 TO �. ITV - W -:�` �-~ H/- W W- -- W 1 z w_ _ _ W ._ W W _ W ~---- W-- 12"W r /- --- 1 '" ,1 14 AL BEDDING ,4N0 BACKFILLING MATERIAL AND IIJSTA - LI-ATION SHALL t �rIT G ' w, 0I bTM G�'r"� , "�"' ° �Rt�,T, �cyw p 7 fOL_r- u�iT MEET THE PIP114G MANUFACTURER'S SPECIFICATiON REQUIREMENTS, ALONG pro' X10 �✓ 92 O L I gz p WITH A MINIMUM DEPTH OF BURIAL. WHEN FIRE PROTECTION, INCLUDING 032311 UTI ,IT]EI LECEN _. FIRE. APPARATUS ACCESS ROADS AN!) NATER SI'Pi'LIES FOR FIRE i�IC.�►-iT CELE•-,H"► C X1� �, 10r''1Ef5�1"'1NfhTtOE� "(> ! . , ,DDI TIONAL WATER LINE N(`TES: al-.I I_� I AP"ti1trA E;0P-1�uYIJP.,, PROTECTION, IS REQUIRED TO BE tNSTAI.LED, SI' ;H PRQ1FCil0Ei SHALL �4QtO N"SAN NEW SANITARY ( •rGNT-a" - W,nY , BE INSTALLED AND MADE SERVICEABLE PRIOR 10 AND MAINTAINED CJ EXIST, NLA I I!I'-O° 2 THROUGHOUT THE TIME OF CONSTRU• riON. THIS INCLUDES FIELD 04_Og_� EXISTING SANIiAR•r w ■ A. RESTRAIN ALL PIPING. -- ---- ----- - ------ ,WO EJUIL k1iWCv Ib ALL.7Wt:q CATCH BASIN '�' , INSPECTIONS, FLUSHING AND TESTING, AND FOIL APPROVAL OF ALL FIRE - NEW STORM SEWER B. CUT IN ALL PIPING - NO HOT TAP FOR HYDRANT. Q1tI °JT, 1gL TO T>-�P^,naT N '�HiGj , �Ir^1�,A,. LINES AND FIRE HYDRANTS. UFC 4,A.3 rw'S�r� EXISTING STORM SEWER U MANHOLEaT, iIOi�1!'E WA•( d C. ALL TESTiNG OF PIPE SHALL .•PREY• 15. CONTRACTOR TO COORDINATE PRIVATE UTILITY SERVICES (POWER, CABLE, -.mmmm� NEW WATER C TELEPHONE, GAS) WITH LOCAL UTILITY PROVIDER, LOCATION OF ANY f w UTILITY POLE C. ELECTRICAL POWER FOR SUMP PUP IS NEEDED 'DAYLIGHT TO CURB W EXISTING WATSR n 4K FIRE HYDRANT PIPING, METERS, VAULTS, TRANSFORMERS, PEDEST:LS, EiC. 10 BE ► U4 -- EXISTING FIRE WATER ( COORDINATED WITH ARCHITECT/LIWNER 1PENCHING AND CONDUIT TO BE --_- ------- EXISTING GAS �� METER PROVIDED BY CONTRACTOR UNLESS OTHERWISE DiFECTED BY 1)TILITY 0 EXISTING ELECTRICAL ❑ �' UTILITY VAULT PROVIDER sheet n0. - -•- - EXISTING TELEPHONE LINE �} �T TRANSFORMER AND PAD !E INVERT ELEVATIONLIGHT ?OLE , (- C.O. CLEAN OUT -�- -w- WALL MOUNTED LIGHT SITE UTILITY EROSION CONTROL PLAN C,1CB MH MAN HOLE ' (` / 1 % CATCH BASIN C, < FIRE DEPARTMENT CONNECTION --_-- - 1 =?0 DO VALVE �� r 1 r Of 0 O CLEANOUT LEWIS VAN VI__EET INC. ` / THRUST BLOCK C:ON.SLIL TING FNGGINEEPS 19660 sw Uoones fefr t jalatin, Oregon 9706; �` ' ') )365-8605 phony 5' ', 885-1206 Tar I I,iI I1,1l•r1 KU`11,4-1 I I ( 2004-00186 Il 1 h t nti� " �`.. .,. ���.Wc'�.,- _ ...r:"r`W.rw%Mwwer::...•. ....,,.r.a,�.r,r,•.µwym-.,...,_.:.Mrrtir, .'-... _ _ r _ .,...,_ .,:s -. .,. .. , - _.. - ,., ,,"w Cur,■,r,.,aalu:u�:IrYM, .r r4LwA'ipJ.N.ki(�IGi:YKi: 'Wit ... i'+ .,.,,, , , -.' ...•. - �� .,., ...T w, »..+snie._...r"«>,'...._..... r ,. UJFMV'ti' ,•£4F.l�R,,..I.1�AIt.7'Ml'n:;t#,f'R.I .+.,�... 1111'1111jill Ili Ulililli'111111111 IIIIIIIIIII'IlIlII111flllflll Iliilllll Illillli! 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R , .xti ,kr•:•:eiwn Ort r`an.,,.rti�,wM�yga<,A.:�..,.a..,,..u4.+u w .,�i,1:N - ,(..�,, .";..8 i,.r;FM!?,i'41K � �` "�F.t►}I,►"'�lN ">. .. ,_ ,, ,. _... 5' I� T. » rqm" �1 r� TOP OF BANK _ ELEVATION 210,10 /-h%2" SQUARE EDGE \ FLAT BAR CITY WATER DEPT STANDARDS PLUMBING CODE / I SIDEWAI-K A[)JA('FN 'T TO OVERFLOWELEV 209.0 -- \\`� RIM Ti ., -�-- Q DETENTION SURFACE_ELEV. 209.0 ,� ELEVA I)N F�Fq: 1.96" ORIFICE \, _ SEE PLAN f BREAK FLANGE THRUST BLOCK CITY APPROVED FOR DETENTION j t E ',lrv'L� I -SIDEWALK -18" CAST IRON 910 BACKFL❑W DE v IC � MIN 3' MIN' RETAINER CLAN \ _ /- FLANGE C❑[Jf LINO; I.E. 208.55 - -j 6" MAX. VALVE BOX TOP \ ! ADAPTOR ___ 8" RISER -- o� I2' MIN i --PIPE INVERT 1 qy �• FLOW `\` Olt. TRAP 'JJITN�4" PLAN 1 /r i EXISTING 6" STS /2" -3 4" - - OND BOTTOM ELEV. 207.0 �a CLEANOUT P(.UC; 1 1 / GRAIN ROCK Q e" STS �uT Ale MEGA FLG FIRE: DEPARTMENT "-_�___ _� -` �- TAR PAPER (MOISTURE BARRIER) Fl_G OR EQUAL -- I j CONNECTION 1 10 GA STEEL 12" -,j AREA DRAIN "° } MI:pqwp*mwwR"" 6�' DUCTILE. IRON PIPE � 6• h1I I� �-�_ ❑PTI❑NAL AT THIS 8" IF. 207.0 ._-_ , \ RE-STRAIN ALL JOINTS W/ [JSHA APPROVED LADDER 24' MIN LOCATION RIFT 1 CAN BE ROUND _ "FIELD LI OR EQUAL GASKETS ' _4111111`1 I 1.35' D CE - 18" SUMP OR SQUARE. WITH ALUMINUM LADDER � FOR DETENTIOr; +_T_- EXTENSI❑N BY UTILITY/ „ ----- ELEV 206.5 NOTE: r M -�^--"�` VAULT / ^' A PVC IN UNE DRAIN (IE: HANCOR 12" DRAIN-RITE ` INLINE AREA DRAIN, SQUARE OR ROUND) MAY BE USED _ __. .___._ _�___ __ _ .____. CONTRACT❑P. TO SEAL ALL .` 5" MEGALUG RETAINER ��� � IN I �ANPSCAPF -*Pr-.'." PLAN OPENINGS 1N FAULT WITH GLAND (ERAA IRON) ,i' NON SHRINK GROUT PRIOR CONCRETE PIER TO BACKFILLING 7• AREA DRAIN BLOCK 6' GATE VALVE ! - 3' MIN 6' rIAF �� OUTLET STRUCTURE ,� Qrcnlcn�t • I>IC�r.r1r� FLG. x M.J. '- " � � C--OUTLET 1, 2 - 1 C,1 .q 1 - 1 _0 F'rrtlan�8026 IU:1',1~1 �?7' � M.J. x f. FLG. TEE DRAIN T❑ CURB LR --fJc GROUND LINE ---- ---- -- - DAYLIGHT SIDEWALK WI ( N F�'L �`+N IE�"i�� 1-----CATCH BAS'1N GRATE- C;ito ! Tir and V1/oter Construction Notes: 'f -"� r'- 0' F'rwn�(503)7 its I t " - -- ; ° I _ 1 An estimated 12 percent of the water system cost rn e +.- 3' MIN CLEARANCE y o must be on deposit prior to beginning SIDE WAL K :" /; - s 3" MIN. - ON OPENED ;?.2 construction on voter lines, and to receive a TPW (City of Tigard Public Works, Water Division) a _ -.6" MAX. BREAK FLANGE OS&Y VALVE .r �� „� stamped approval on construction plans MEGA FLG OR EQUAL ; CA rCH BASIN'\ 11 NOTE: --Y^ ~ _ ( ��� �--- -,, � � INLINE CHECK VALVE �-• �x~ -SUSF'£NS/ON CORDS RODS 2. The contractor shall maintain one set of TPW stamped a roved Ions on thet 9' construction site at all times. V£Rf L OW '1 1. HYDRANTS TO BE MODERN MUELLER CENTURION A - 442 (OR APP'D EQUAL) 6" MJ 5 114" CONTRACTOR TO INSTALL � ° - - � � 3. Curbs must be in RODENT (':;• '°' � place prier to installation of water moms within new subdivisions •� M`/O 3 PORT - TWO 2 1/2" PENTAGON 01'ERATICiN NUT, OPEN LEFT WITH THF FOLLOWING: CONCRETE BALLAST 3 CU YD. -------- SCREEN , ` °�;; F/Lre SACK A. OIL RESERVOIR MIN. WHERE FLOODING OR �- STANDON / {. 4. Notify TPW, Water Division, 48 hours prior to commencing construction to schedule a B BRONZE AC•'%JATION NUT PIPE STAND pit pre-construction meeting. Telephone 639-4171. HIGH GROUNDWATER EXIS-T- -'' DRAIN TO DAYLIGHT ❑R ' C. BRONZE SEAT RING , :•,ti.�..:,:',;,,..% , INSTALL SUMP PUMP 5. All work shall be in accordance with AWWA American Water Works Association) stando-ds. D. WEATHER SHIELD CAP -M CONTACT CITY FOR r ( ' ELEVATION 6. All work will be inspected and approved by TP',r/, Water Division. E. SAFETY SLEEVE COUPLING PUMP SPECIFICATIONS INSERT SACK F. THREADED NOZZLES WITH "0" RINGS FRONT VIEW 7• All pipe and fittings shall be ductile iron, cement-lined, of new manufacture and mode in G. NATIONAL STANDARD THREADS the USA. Pipe shall be "Tyton" Joint Ou,:tile Iron, Class 52. All fittings shall be MJ 2. SAFETY CHAINS TO HE REMOVED. I 12" MIN (mechanical joint) unless otherwise speri'ie�. .3. HYDRANTS TO BE PAINTED USING R-1317 SAFETY YELLOW OR AN ALTERNATE APPROVFD BY DISTRICT FIRE: MARSHALL. 24" MAX 4. HYDRANT TO BE INSTALLED TRUE AND PLUMB, ` FIRE DOUBLE CHECK VALVE ASSEMBLY FLOOR TO BOTTOM 8. Cover for all water mains in street and rights-at-way shod be 36 Backfill shall be r 5. NO OBSTRUCTIONS WITHIN 3' 0" RADIUS OF HYDRANT, UTILITY VAULT oR ■Eau AILCO AOOR OF DEVICE . , I" REBAR FOR ?"-0" grovel. C,A)"CH BASIN :3, BAG REMORA[. ) C„ 6. IF SUBJECT TO VEHICLE DAMAGED, PROTECTIVE POST TO BE. PROVIDED. I SIZE WITH F.D.C. WITHOUT f',D.[; OR ■EQUAL t:e +�t 7. VALVE BOX TO BE IN ACCORDANCE: WITH STANDARD DRAWING NO, 503 OR AS APPROVE, t•<'•, 9. All volve-operating nuts shall be within 36" of finished grade, otherwise vale operating _ 7 4 _ 676-WA 577-WA J-SAL A •t.� BY ENGINEER. 6 687-WA 676-WA J-SAL � � r,�. nut extensions will be required. V d' C) 8. THRUST BLOCKS SHALL NOT BE PLACED AT HYDRANT LOCATIONS. - e 5106-LA 687-WA JD-3AL 9 2':r?irJ/4" RC/BB£R BLOCKS 9. INSTALL. A STORZ HPHA50-45NH PERMANENT HYDRANT ADAPTER (OR EQUIVALENT) tG 3106-LA 2106-LA JD-3AL r�• 10. Poured concrete thrust blocks of at least eight square feet of bearing surface are ON THE 4 112" POR-1. ■CITY EWuINEER APPROVED EQUAL i;1.,r �� XPANS'/ON RESTRAINT required at each tee, cross, and bend locations (see details for minimum bearing areas), cc _ Ar►ROKa er. ;�'`; '�,'i F/L TER .SACK Ir S rORM JDOUBLE P/PE •NO ,GALE NO SCALE �,Y �!` 11. A 4" x 4" x 8'-0", painted blue, shall be installed in front of every 2-inch wafer servicehut[ • AGUSTIN P. DUENAS �'i "aENCrNEERING DEPARTMLNT �_.__.. _ C C location, and remain there until the water meter is installed All 2-inch Water services shall A� FMBLY ENG�NEER�NGDCPARTMENT __ CHECK DETECTOR DWG. No. �':'• ,�. ; ' �•� r' �;,�,r, HOARD, W HALL Y721] ' �Irr�cr p �'' a''•►'•'�t "'' " consist of a MJ x 2" IPT tee and 2" IPT x 110 compression fitting as manufactured by it131 nrr rNrwErN DWG N0. ,ate sw HALL aw �• : �•:'•,+'c:;i'i':a''�;'' Mueller Company. l•' ncAUD, rwtcaN ntx] r. -- I _ vary ((w]) •]•-•I�, t I It HYDRANT Y D I�A N T VOICE (5D] e39-4171 MARCH 1995 VALVE ASSEMBLY S FAA 80111 ••41 7?•1 r. •, f ` i APMDVAI GATT 5 4 2 i:�1 r ,-, FAX (so]2•64-7197 _ C O , • APPIRWAL DAT, I INERT SACK 12. Fire hydrant aosembly consists of a MJ x 6" Fig. (Flange) tee, 6" Fly. x MJ gate ,aloe, 6" SIDE V EW MJ x MJ holding spool, and a Modern Mueller Centurion fire hydrant, A-442, 6" MJ, 5-•1/4" 1 FIRE HYDRANT DETAIL L FIRE _SERVICE VAULT MVO, 3-port (2-214* NST hose connection, 1-4'1h" NST pumper), 1'!" pentagon operating nut, C L N, N r opening left, color: yellow; Approved Equal: Mueller Centurion A-42,5, Woterious Pacer 6730, 4 INLET BARRIER Claw Medallion ERO-INI.T 1/2 = 1 -0' 1.3. Eoct fire hydrant shall be installed upon a re-formed concrete block with 1' I - Y P P /1 cubic -� r, - _ -._ _�____ -- yards of crushed 2" - ?" drain rock. Tarpoper will be laid on top of the drain rock to t PART 8, SITE UTILITiES SPECIFICATIONS (PRIVATE UTILITIES) �� separate the rock from earth cover. ( V 14. Ali sanitary sewer lines within 10 feet laterally or 3 feet vertically of a water main shall ' 8.1 General, be encased in a reinforced concrete jacket 6" thick for a distance of 1U feet or both side (� ' „t V_t-= i A. The work to be provided by the contractor shall consist of furnishing all labor, materials, permits, surveying, Corrugated Metal Pipe (CMP) Shall be of the type, diameter, and gouge indicated on the drawings. Pipe of the crossing. Where crossings are necessary, they must be made at approximately 90 �,..., supervision, coordination, and equipment necessary for the proper installation of the storm sewer system, shall be helical corrugated Pipe and fittings ends shall be annular for a distance of 12 inches. Pipes shall degrees with at least 18" of separation below the water line. (� +r sanitary sewer system and the water systems that are indicated on these drawings. The work is to be he connected with 12 inch wide onnuior corrugated coupling bonds and 1/2 inch thick by 12 inch wide rubber '' '' ff completed so as to provide properly functioning systems that are acceptable to the governing authorities and gaskets. 15. All mains with a static pressure up to 100 psi (pounds per square inch) shall be tested L.I..J Q PLUGGED TEE PLUGGED CROSS as indicated on these drawings. at 150 psi for 1 hour with a maximum loss of 5 psi, Water mains with n static pressure Z ' BEND PLUG OF. CAP g Corrugated Polyethylene (ADS N-12) Pipe: For pipe diameters IegP than 243", conforming to AASHTO M294- t:' B. Approvals. Different jurisdictions may prohibit the use of certain construction materials and/or procedures. 851 and F677-85 Oregon State Plumbing Specialty Code and Provisicns of Installation Standard 1--A-86 and greater than 100 psi shall be pressure tasted at 1.5 times the static pressure for 1 hour =-' Do no work without approval frons the proper jurisdiction. Cost of changes incurred when work has ASTM D-2321, with o maximum loss of 5 psi. proceeded without jurisdictional approval shall be the sole expense of the contractor. .J,» 0 I Catch Basins: Shall be 24 inch round or square and 30 Inch high, unless otherwise indicated, with 28 inch 16. Upo,i satisfactory completion of testing, the new mains and connections to existing mains C. Safety. The safety (as it relates to this construction project) of workers, neighbors, and passer;;-by is lu square standard cost-iron grate and hinged drain access plates for 6man-outs, all as manufactured by the shall be cleaned and flushed with potable water prior to disinfection Flushing velocities shall a, r be the responsibility of the contractor. Unsafe conditions shall be identified and Corrected or identified and Lynch Company, Inc., or by Gratemoster Ironworks. Catch basins to be constructed of 10 gauge steel and p P •'':'+' � `�:` ' •,' : �,; secured. Work methods that may souse an unsafe condition to exist shall be avoided at all costs, to be asphalt coated after fabrication. ye at least 2.5 fust per second. Disinfection shall be in accordance with AWWA Standard C651-92, the State Health Division and City requirements. The continuous feed method of D. Drawings, Drawings provided are based on reported site conditions and dimensions. Actual site conditions or Downspout Drains: Verify locations and special requirements with building elevation drawings and with roof disinfection shall be used. Disinfecting mixture shall be a chlorine-water solution having a [f� dimen:,lons may vac and an such variation should be reported to the engineer at the earliest opportunity. Ions for downspout location, Adjust location as needed to assure lumb vertical downspout run. Notify LATERAL PLUGGED CROSS TEE y y y P 9 Pp Y• P P � P P Y free chlorine residual of 40--SO mg/i (milligrams per liter). The disinfection mixture will be Unanticipated conditions may require the revision of a portion of these drawings. All dimensions shall be engineer of any diarrepancy or other problem. Drains in paved areas to be cast-iron soil pipe or Schedule to verified in the field by the contractor prior to fabrication or construction of any portion of the proposed 40 PVC. Provide rle•Jn-out at each downspout. Use branch fitting with threaded plug for clean-nut. prepared by injecting o calcium/sodium hypochlorite and water solution into the pipeline at C NCRET fHRUS I 6LOCK SCHEDULE work, measured rate while fresh (potable) water is allowed to flow through the pipeline so that the r, --- -- - Drains in landscaped areas may be "PW Stormdrain" Series 46 with 8OX compaction and with compaction chlorine-water solution is of the specified strength. Treated (chlorinated) water shall be (F) E, Permits. the contractor shall arrange and pay for permits, fees, ion"service r charges and Inspections and shall verification. retained in the pipeline long enough to destroy all nonspore-forming bacteria. Typiral (BEARING AREA OF THRUST BLOCKS IN SQUARE FEET) prudent the owner with a properly executed "Certificate of Inspection" prior to making application for FITTING 90'E3END, TEE., OR 45' 22 1/2' 11 1/4' payment for any portion of the work. Manholes and Clean-Outs: See Sanitary Sewer Lines. retention period is 24 hours. At the end of the 24-hour period, the pipeline is to have a SIZE (INCHES) PLD,^•GED CROSS BEND BEND BEND free chlorine residual of a least 10 mg/I. After satisfactory chlorination, flush the water F. Codes. All work methods and matoriol shall conform to all local, state and federal requirements, regulations, C. Sanitary Sewer Line,. from the lire until the water throughout the pipeline is equal chemically and bor-teriulogically 4 01.9 01.3 -- - - and laws. to the permanent source of supply. Concrete Pipe: Non-reinforced bell and spigot pipe conforming to ASTM Standard Specification C-14 6 04.0 02.1 01.3 - - Clods 3, with rubber -gaskets in confined groves. 8 07.1 03.9 02.0 01.3 8.2 Material. All materials used for the work shall be new. Trade names denote character and quality of Dispose of the disinfection water in an approved manner. Do not allow disinfection water to equipment desired and substitutions may be approved, it in the opinion of the engineer, the proposed Acrylonitrile-Butadiene•--Styrene (ABS) Pipe: Pipe and fittings shall be ABS and shall meet the requirements flow into a waterway without adequate dilution or other satisfactory methods of reducing sheet t i i I e c 12 160 08.i'1 04.5 02.3 substitutinr is expected to perform properly. All costs associated with the review and use of a proposed of ASTM D2751, for solvent cement or elastomeric gasket joints. chlorine residucls to a safe level as mandated by DEQ. After disposal and flushing of the 16 28.4 15.5 98.0 04,0 substitution shall be the responsibility of the contractor. disinfection solution, there will be another 24-hour retention period prior to bacteriological Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall be PVC and shall meet the requirements of .ASTM D- I testing. Bacteriological tests will be taken by TPW ?4 64 0 34.9 18.1 09.1 A Water lines. 3034, except where the pipe cover is to be less than 15", use Schedule 40 PVC. SITE DETAILS. Copper Pipe: Hard drawn, Type "L" underground piping, conforming to ASTM B-88. Fittings shall be Concrete Manholes: Shall be fabricated per ASTM C-4'78 and shall be 48 inch diameter with a 3 foot 17. Provide an Eclipse No. 88 Sampling Station manufactured by Kupferte Foundry, 5t. I.ot.,is, NOTES, AND ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. AND AN wrought copper. Solder all joints and fittings. eccentric cone over standard sections. Where manhole deDths are not adequate for cones, use 8 inch thick f,10 63102. The sampling station shall be 2'-0" bury, with a ?" FIPT(Female Iron Pipe SPE=CIFICATIONS ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO (State Highway) flat top slabs. Use standard cost-iron frames and covers for storm and use watertight Thread) inlet, and a ?" unthreaded hose nozzle. All sampling stations shall be enclosed In a COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL HEARING Ductile Iron Pipe (D.I.P.): Shall be cement-mortar lined and shall conform to ANSI A21.51, Gloss 52. All standard cost-iron frames and covers for sanitary sewers. lockable, non- removable, aluminum-cast housing. When opened, the sampling station shall STUS`iES, USE THE FOLLOWING FQUA.TION iri shall use 0-ring rubber gaskets. Fittings shall be 125 pound class, meeting the requirement-3 of ANSI ' 110' Corrugated Manholes: Shall be of the same material, require no key for operation, and the water will Clow in an all-brass waterway. All working BEARING AREAS - (TEST PRESSURE/150) x (1500,/SOIL BEARING STRESS) k (TAFA.E VALUE) 9 gauge, and coating as thr, corrugated pipe. parts will be of brass and be removable from above ground with no digg nq. A copper vent NOTES: Polyvinyl Chloride (PVC) Pipe: ASTM D1785, Schedules 40 and 80. tube (standard) will enable the sampling station to be pumped free of standing water to 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED IN FUTURE 8.3 Execution, prevent freezing, and to minimize bacteria growth. The exterior piping will be brass, and a project no. SEE DETAIL NO. 561 Polyvinyl Chloride (PVC) Pipe: AWWA C900, Clods 150 and 200, with bell end and elastomeric gasket, with ?6" ball valve shall be provided in place of the �" pet cock on the vent pipe. �� plain end for cast-iron or ductile-iron fittings, or with plain end for PVC elastomeric gasket fittings. A. Sewer Clean-Outs: Shall be installed in the storm and sanitary systems where noted on drawingsnd 1 CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. Y Ys 9 (CO)( ' ) 3. KEEP CONCRETE CLEAR OF JOiNT AND ACCESSORIES. where specifically required by the governing code. Clean-outs in exterior paved areas shall be JOSAM 58.860 1P. TP will install all copper services n sampling i r prior surfacing streets Water Service: Piping, valves, backflow prevention, vaults, meters, hydrants, and connection to sola line heavy duty cost-iron access box with secured cover, anchoring flanges, and cast-iron clean-out with W st pp c s a d sa p g slot o s p or to su ac ng of s sets �� 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN shall be accordingto the requirements of the governing agencies. r Water meters will be installed b TPW upon individual request and payment h others ate ENCIRCLED ON THE PLANS e.g. 15 INDICATES 15 SQUARE FEET BEARING q g g g serrated cut-off sections and threaded bronze plug. Provide an 18" square by 6" thick concrete pad around Y P q P Y^' Y AREA REQUIRED. the clean-out. (owners). All water meters connected to an irrigation system must have the proper Oregon 04-08-04 Alternate materials may be used if approved by the governing agency and the 1997 State of Oregon State approved backflow prevention device , minimum of a DCVA (Double Check Valve 5. IF NOT SHOWN ON PLANS, REQUIRFD BEARING AREAS AT FITTING SHALL BE AS "Plumbing Specialty Code". B. Bedding: Bed all piping on a 4 inch thick foyer of sand or 3/4 inch minus crushed rock. Inspection of the revised INDICATED ABOVE, ADJUST IF NECESSARY, TO CONFORM TO THE TEST excavated trench by the engineer may provide for the use of compacted native material for bedding. Assembly) installed on the p,operty side of the water meter. In addition, every meter for PRESSURE(5) AND ALLOWABLE SOIL BEARING `'iRESS(ES) STATED IN THE H. Storm Water Lines. Provide owner with deductive alternate for use of native bedding material. Bedding shall be removed to the commercial, multi-family, industrial, and institutional service, regardless of size, shall have the �_�� SPECIAL PROVISIONS. necessary depth fur piping bells and couplings to maintain contact of the pipe on the bedding for its entire proper Oregon State approved backflow prevention device minimum of a DCVA instnlfed on the { 6 BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE Polyvinyl Chloride (PVC) Pipe: Pipe and fittings shall be PVC and shall meet the requirements of ASTM D- length. property side of the meter. the backflow prevention device shall be installed and tested by PRESIDENCI" OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON 3034, except where the pipe cover is to be less than 15" or lire is under or within 5' of building, use the owner, with the results forwarded to TPW Wafer Division, beforr, water services can begin, ( THIS STANDARD DETAIL. BEARING AREA OF THRUST BLOCKS ARE IN SQUARE Srhedule 40 PVC. C. Precover: Cover the pipe to a minimum depth of 5 inches with compacted sand or 3 / 4 inch minusy g sheet no. k FEET. crushed rock. Inspection of the excavated trench by the engineer may provide for the use of compacted Corcrete Pipe: Non--reinforced bell andspigot h e conformingto ASTM Standard Specification C-14, native material precover. Provide the owner with deductive alternate for use of native precover material. 19, Upon Corr ple'.lon of installation of the water system, the contractor or owner shall advise AMII(h(D 1'1; Class 3, with rubber gaskets in confined roves. i NO SCALE 9 9 TPW of the total cansbu- !ion costs to which will bt added 107< for TPW inspections, water 0 AGUSTIN P. iDUUM D. Backfill: All backfill for site utilities shall be placed in layers and compacted as required by Section E, loss, overhead, administration, sampling, etc. and 27. for engineering review, including G ENGMFFRtNG �f�APTMENT ? _ STANDAR[` THRUST Soil Pipe: (Traffic areas where cover is less than 15" hub and s i of cast-iron I e or Schedule 52 ductile era rah 5, unless otherwise s ecified on the Ions. uw]sa NAI. aw orr INMU DWIG, NO• ) spigot „ pipe paragraph P P P "as-builts" drawings, updating master map, intersection maps, etc. r { KAI atOON••,=t] ---- Iron bell and spigot with fittings conforming to ASTM A-74, with rubber O ring gaskets in confined grooves `"Das x] ••n--"" MARCH 1194 BLOCK or with compression type gasket fittings. E. Grading: Followingbackfillingrade trenches to the level of surroundingsoil. All excess soil shall be c r,a V I r OPERATION OF VALVES IN THE TIGARU WATER SERVICE ePFn OHIEtITF' FAX �sD]�••A-,»r 5 � G disposed of off-site, unlesso9he•wise directed by the engineer. .e^•r., APPRDVA7 r?Art Perforated Pipe: Corrugated high density Polyethylene (HDPE) perforated pipe and shall meet. the LEWIS & VAN VLEET INC, requirements of ASTM F -dos CONSULTING ENGINEERS C1 THRUST BLOCK DETAIL Galvanized Steel Pipe: Shall conform to the requirement9 for ASTM A-102 Sche-lule 40, with a hot-dip 18660 :,w buur es ferry road r, gal,arized coating inside and outside. tualatn, ore an 97062 g �- 503 885-8605 hone _ - 0885-1206 or �5 3� � 1 incisal Kct '+I '� 11.('2O(14-nu I go I 19 of 34 •Y.M,Rb'w✓MVyE1 •JkM �F7iM'�� _ .. , ISw „ . . Re-•+el .. ... .. -.. . � _a .f. ,... 1• , , "-A :,..!' .. ... ���� t-:» „r. .::.n.x,.,nttM6CU�tM'J!, ,,........... ,...dt :71A:.ti.'- r"7A.:. .:tl- ':. ,r,.•.. C(� ,' ' ' '.III. II III I ILII 1111 Illlilll I( I!IIII i' i' I Ilii Ili il'' � 1_90MILITY STORIP I I ( b I I I ijl " I;Illil�;�iljllu�illilllll�lul�llli; It, Mal I �3 24 2�i _ 13 la 18 I7 18 9 20 21 2� e■ 3 4 I t 2 6 27 28 29 30 2 19 10 I , , •A 4 Y� 4',.1. r , FF I it 11111 11 1.11 i► OL I OI ���4I��� b, • t S cI __•. .. 01 m ft- ofi"Woo" , ' ;. Mr •;R a "1. a1 4k I(� I� I �,D I Nt f\\ 2 I r M I l � I Q N (Yl U O O I 4) v l L I P-9) C) p I � Q IN o 1 1 N I CY_ lJ N I _ . I z (� �� W) - - - I L4j LJ „ n 13k z U ` + O — --- LaJ O � � V J ULd o I Vl [j 4 u� _ � u 3 z N Q_ -- cY 0 / caw -_ 1.. .. _ z C Qo Z -------- - - ----- ----_- --------- --- --- - _ --------- -------- - ----- a C.� I p U) Q o U O �� k NW If ASF()I Iu11 1W WAIT 1// 1 y-� IfM1VlTIONM 1 0 it z n u _j It a Lid Y Y G II n u) ,ry w f V Y Y I— it II a REVISIONS II II NOTES 1 — Y Y 2 II II 1) ALL PA14KING LUT AND PATHWAY LIGHT IPG IS EAISIING VERI1 Y ADEOUAIE LIGHIING II II LEVELS AS REQUIRED, 3 it It 21 RELOCATE TWO IIATI IWAY LIGHTS AS INDICATED CONNECT TO EXISTING CIRCUITRY 4 II If HELD VEIM Y. 5 DATE 04/12/04 I I LL _______ _____ __._ _____ __I, �� 250 WATT NPS (TWIN HEAD) ON 20' POLE (3 FOOT BASE) JOB NO. PO4C00?? DRAWN__ ASL APPROVE[) ---- ------ ------ -- -------- -- - C61 v PERMIT S ET , Pnr,KING LOT /OLELKWT NELOCATEO FWAILUNN.T WALKWAYS Y I�goty SCALE: NONE FILE COPY I jIeoy i lg\t1n9 C 17V OF TIQAA0 Control Urcot Appmved• . •. i C t{ N Gor1cltt logy Apn '- - - -- - - - -- - •or any --- - - - - --------- ------ --------. --- --_. - ---- ---------- —---- ---------__-__ PERMIT NO. L= L C' ,Z,C C 4- 00 14 �—_ Ir>trntcrlrnrHnLEti�nlurtt unwATsl,�l _._ R C _...--1- ---- A— DRAWING N0, F—» •-d -- EXTLRLQR LiLQH!K"QTROI_SEOO Intrnam KLI .,,_- 1 EI.C2004-0018(, 20 of 34 w NfTO -�}i11RMMiYMkylU9 I�'�. 'Aa-.. .:...:..+...__.............-.w ......_..-r..•......�.a.._ ....._« _. .._....+:..._r«..nr.v+._..r-n_..-..._...- •+,+.......,wn_ T" ..w.w..+rn_.._............. INN _......._..,_.,.vr.w+w:v,_..._w.^•-.r'.+1�A.+nnwn+rwn'MIME�T4�AMWt -. r !�•�.1..� c.i .. `:r�*IY•4.'.i:. 'r A4 s1''s: :,fy�g ,',pv .,_ '�,�a"�+u.I. >;; ' a �' STS' I! 11!!II Il2 1 .l i-lll'�111 IQ I 111�1,I 1,I:t�.ISl...I�IrIvI 71 wt�ll..I.awI I:_II-.�sI iI l+ci l•rIkIswI3{Yl IWIaII IUI I IIII I 11,ws !!IIIII(-ilCrO .`•::f1;11 101 I hi�ll II'I I II III'Ill1ll2nll�IIII I i ;! .i,lv4 IWwIw:ul I unII l.r In:iSIrl4u�7.liI��nuA:I:n411lF�l1w,9M „2i,:U'Gm , I�21 n,,II2!i 2„ 2, Mal cm 3.. '2'�4l2l:- 5 nl, ll 2ll�9� I 26 27 30* 3 t, 01 cm Al 25X $I 11 01mam, • 10a L 'i i �l�i �!,I 1 { OF, T i' kh 1 T. AI�II���•i I _I�~ i' .. .... _- - it w ' � �� ... �-,,.,-»w,...,.iM?+w n..«a n,;r......w..,.�M•..;,ma.ui+ww�fahw w{I�Y1�M�i�;a�, �'trr�11 fk+�S*18�'�� �' IA1711 ti: r .y J• I � o - - -- -- - --- --- . i �- �` o - h m _ c� C U I � (fly- (} I cY IW n _ at 00 C14 W �_J -._ U V ,fl 7 I a �5OW 3�3 ,In<]le Pole Swltch �� . Y7 EA"A $3.$3.$31�3Q �' �' --1 C $3 Three Way `'witch z v ' CP _ � . � . II - _ _ _� W x _ - �4 Four Way Switch o u a `O C D -/ 1 'n '`• $M Switch - Motor Rated LJ v r o W O _ Ce 0 Y $ Keyed Switch - I -- - c Q O �T Switch Timer 3 P ---f- -- ---- F p W NOTES: X Cy o p f' 1 1) VERIFY ALL. MOUNTING HEIGHTS WITH OWNER/ARCHITFCT PRIOR TO • INSTAI I ATION. INS1At I ATION TO COMPLY WITH NFC, t OCAI AHJ AND ADA 0 Q • (•) • (•) ! (j) �- W I REQUIREMENTS �--- — — P --- --- -- I I— ►= T- d 2) PROVIDE EGRESS LIGIITING AS PE-..'JIRED BY CODE AND LOCAL Al W. USE ( ll INTEGRAL BATTERY BALLAST(BOC)INE 1500 SERIFS OR EQUAL) ' a Q _ •- -- { _ _ . - -�_ . n r' 0 3) ALL NEW EXTERIOR LIGHTING TO BE CONTROLLED BY 71ME CLOCK/ �i < PHOTO-CELL. SEE SHEET E00 FOR DETAIL. MOUNT EXTF_RIOR LIGHTING 0 P �e (•) r(e) �u (.) ®v (e) CONTROLS IN ELECTRICAL CLOSET. U 2 Uj o U p Y oq•(a) (0�•�•) •(') �ro• to ---.�-_ _ TYPE 'A'/'AE' NOT USED '� LU s REVISIONS TYPE 'B'/'B1' - STEM MOUNT, 7" OPEN CYLINDER DOWN LIGHT, WHITE 2 WITH CLEAR SPECULAR REFLECTOR AND 150w OR 250w QUARTZ 3 - C, ) HALOGEN PAR38 LAMP. _____.-�-- • r-. - _ -�-__. LITHONIA CP8A AC CRS DWITG OR EQUAL 4 P 5 •B•(a) •(•) 9'(d) 101• (.) DAZE 04/12/04 --- d --- - -- --- l TYFE 'C'/'CE' - 8" RECESSED OPEN DOWN LIGI IT WITH CLEAR SPECULAR REFLECTOR AND 2) 26w DTT LAMP, EMERGENCY BALLAST JOB NO. PO4COO?? ----------- --- f' / .1 I AS REQUIRED. ----- _ _ [)RAWN: ASL LITHONIA AF 2/26DTT BAR 120 GEB OR EQUAL APPROVED P lel (Dot. / �91'(e) �'B'(o) _ - -f- TYPE 'D'/'DE' - COMMERCIAL TWO LAMP TANDEM STAGGERED STRIr PERMIT SET LIGHT MOUNTFD INVFRTFD IN SOFFIT (BY OTHFRS). EMERGENCY --_ BALLAST AS REQUIRED. F LECTED J LITHONIA TSS 2 32 120 GEB OR EQIJ'AL CEILING PROVIDF TWO CIRCUIT TRACK l IGHT •r• FOR THFATRICAI/FFATURF LIGHTINGEXACT LOCATION w1T11 VERIFY TRACK.FIXTURES �aI (,) e, ro) �n•(•) �e, (") AND EXAr TYPF 'F' - SURFACF MOUNT, ACRYLIC WRAP, 1X4 TWO I.AMP A ARCHITECT PRIOR TO INSTALLATICN. - \ FLUORESCENT LUMINARE. '•EHEC. NONE 1 LITHONIA LB 2 32 120 GEB OR EQUAL- . �� - -- --- - -..--f--- -- - K3 - _- -�_- ---- [ -� -----� -- __ - ___- - -- - - ..�. - __- ■ I � 3 '3 �' (1 TYPE 'F' - COMPACT FLUORESCENT DRUM LUMINARE WITH TWO 26w ----�----- --- -- _ I - DTT LAMPS ENERTRON 1052E-L OR EQUAL. (}) TYPE 'G' - STEM MOUNT, 8" OPEN CYLINDER DOWN L IGHT, WHITE �. DWG NAME: \ WITH CLEAR SPECULAR REFLECTOR AND 1) 32w TRT LAMP. - - -- - j---- ■-- --- - - - -- -- --- ___-_ _____ `- ■ LITHONIA CFV9 1/32TRT BAR 120 GFB CRS OR FQUAL �- - - - --- — - -- ----- ---- - - - �� -- - -- ---� TYPE: 'H' - TWO CIRCUIT TRACK LIGHT VERIFY WI H ARCHITECT PRIOR TO INSTALLATION. eJ - ----__ l - --- --- --- --- CP TYPE 'X' - EMERGENCY EXIT SIGN LITHONIA LOM S 1 R 12.01217 EL N OR EQUAL DRAWING NO. F E CD) C B I)MIL1111 Kc) viw E01 FI J'21004-00186 I 21 of 34 L._-....... . .M ' 4� eYlWN`tfl4���!"`p.^(�i(NiM!'C � f�11'Ml4Ac�i1.r .-_..,.: . '�1�w�''..� �ra;.,;a.-..... _..._._ ._ _.. ...._.__....._-.-.____.__.. _. -_.. _- ..,_............w-.N-.•.,...:...._.-. .. . .,,... -.-...............:.... ...._.,.....___....... ,.r'+-......, r.,.....w+ni^"... .. _.-ia.tw• w.rrawr µ,rnaw�wN•w, ,_ ...rre.. r "t �. LEGIBILITY STRIP I , - lT o� ru�14 'l '� II�,. .,�� ` �` 2 ,� 4 5 �,. 7 9 � 'O I I 12 13iillllflll lllll ... :: ,:.;,tib O m m.I Cm 1 4 15 17 6 19 20 21 22 23 24 25 26 27 28 29 30 t ( ' Of 1 MOW 0 I dZ kau I I - <11 � ,> i C ui i r . . ,role-a_..':aW:ru..: -• —__ _ _ _ '- _ __ _ _ — _ _ _. — — ___ —_ _ T P 'e+ 9. NHOVIUL 1)2 1/2-PVC 10 EXIS I ING I V) SFRVICF FOR FFFDFR TO NFW PANFI I(`7 'NA1' INSTALL 4)4/0 COPPER&1)N2 !__-__--- I h m AWG GROUNU I�10 o w M_ PROVIDE CONNECTION TO ROOFTOP HVAG EQUIPMENT �- �.- \ I I � (PROVIDED&INSTALLED BY UTHERS). FEEL AI IU01(1'EMT w/ )I �C _--■ ----- ----- - ---- 3)#3&1€08 I HHN CU FROM EXISTING FURNACF BRANCH \ ( O CIRCUIT(Fl)HNACL 10 BE REPLACED WITH GAS UNIT) FEED NA 30 I > V p AHUO2(1'EMT w/3)N3&1)M6 TI II IN CU)6 AHUO3(314'EMT w/3) \ I(k A N/U 1l I)#1U THHN CU)FROM NEW PANEL'NAV PHOVIDE GFCI OGFCI W Q o I PHO I tC 1 tU HtCtP 1 ACLt WI I HIN 2U'Oh MtC11ANICAL C \ f1 0 —— ------- — r FOUIPMENT. [0i Ej - --- ---- ---- I � $ AHU01 AHUO2 AHUO3 I = 9NANCH CKT-MT" NA-32,34,36 NA-39,40,42 I _ _ _ i QCl/ U N I I .c.- -- �pp o r2­00a-_2 - - --- _ N I — _ - .._. -- - ■----- 10 a� N 4 ' PANEL'A\r I J Y gj (SEE T1.02 FOR DETAILS) IV Q Q Lj rL W cl� U '�6 - --- - -- O U Q M MOUNT P'-CEPTACLES AT WINDOW — --------------- PANK'NAV ') W 3 ELEVATION FOR ELECTRIC Bt INDS �- (SFE E03 FOR DETAILS) J Z (FUTURE BY OTHERS) I NA-4 - - -- N w n TRANSFORMER'X-AV NA-8 0- TRANS a --�F - A-4 15 kVA,208-120Pl08ISOLATION — -- "■_--._ _ Ce 0 IHANSI ORMLH (SLL 1102109 DLIAILS) A W NA-6 L � z Qa O Duplex Receptacle ( Ground Fault Protected Duplex Receptacle I -- — - -- ---- �'r GFCI Q � U) cJ -- (D - ■ __.- _---_ __._ . __■._ T 1� ® Special Equipment Connection ry z : � n P/D Phone Data Outlet / Phone/Data Outlet (Wall Mount) 0 -� - - - -- —�- - L:-J- Disconnect Switch — FUSED o Z Iry Q m _) NOTES: W NA 4 I �� Q ? '1) VERIFY ALL MOUNTING HEIGHTS WITH OWNFR/ARCHITECT PRIOR TO O INSTALLATION. INSTALLATION MUST COMPLY WITH NEC, LOCAL AHJ AND ADS. NA-6 REQUIREMENTS. W cV (/) � (� 2) PRVIDE RACEWAY AND PULL STRING FOR EACH PHONE/DATA OUTLET TO - - -- ACCESSIBLE CEILING SPACE FOR OWNER INSTALLED SYSTEMS. 3) SEE "T" DRAWINGS FOR AN S-1'8TFM POWER RFQUIRFMFNTS. PROVIDF AND REVISIONS i INSTALL POWER AS REQUIRED FOR AN SYSTEM (PROVIDED AND INSTALLI=D BY 1 - - ---- -_- - - -- - - - OTHERS), 2 3 4) SEF "T" DRAWINGS FOR AN SYSTFM RACEWAY RFQUIRFMFNTS. PROV!DF AND 4 ___—�__ ■ INSTALL RACEWAYS FOR AN SYSTEM (PROVIDED AND INSTALLED BY 01 HERS). 5 5) PROVIDE AND INSTAL vWH01, 02 & 03. EWH01 & 031-0 BE CADET 750 WAIT - DATE 04/12/04 EWH03 TO BE 1000 WATT OR EQUAL. JOB N 04C00?? DRAWN: ASL APPROVED PERMIT SET >w _ � � ----- -_. -.-■- - - POWER & I SIGNAL PLAN - - - / _ - - NA-4 \ / \ NA-6 SCALE: NONE I NA-e NA-8 NA-8 - - - NA-?1,23(2-N10AW0,1 4110 Eyy110'2 l�f�( r ! � NAG2 RND) NA Ti 'r��{!r _ — ' VA 31 BAPTISTRY UNIT EQUIPMENT (BY OTHERS)PROVIDE — DWG NAME: NA•2Y E ■1 ADA MANLI€'!T(BY OTHERS) (/ V CONNECTION AS RFQUIRED NA•27 PROVIDE FUSED 120v,20p NA�117,19(2-010 AWG, 1-M10 AWG GRND) - CIRCUIT 1 �►_e- - a''#`���✓ l of s �►? a,,,;,� 7d ,,, __.- - ----—--- - -- -- - - - - - r y y; yf d 1� CE) CD) lam Ku y/z.1 E02 Iii III f:LC'2004-00186 c1 fil �WWIq.�rCs'.kMMpOAp'AI�I11 _ a�epyyM�ygKy, �npr III I I u1e.•,�rr iMwl4r�k'.++YtldR�Riam,s�M1.t';k;�YV',Ilkc 'y,h; t:lCfl9E?�:`.�4r, fc o-r-�,,:>rl ,;r `, ,. CM I IH !111 IIIII!itli IIII!i V III IIIf�IIIIIil11 I I,IIII ,,I!,I IIII IIII ll,,;'tt: II,! Illllilili,!;, nlll VIII"I ,,, n. LEGIBILITY STRIP I, I OMM.1 rm I 2 3 4 5 F 8 9 IO 1 1 12 13 14 !rte 7 119 19 2v 211 22 23 24 25 '26 27 25 29 30 ZI I I `'I!I ('' 0 10t I � Ab4 r g H N T • . , 7 � �a �I <l�.! ,�,�» �1•�I�J.�,l.�;l��,I �..Ll�1J,t�.l,l�,e� ! � _ ��1.� 1 I lI�.IIJTJ,i l.l.�.�Lh�.l�l,.1l�.l�J,�.�,1�>����:1��J,1�.11:��°� ), m ;,�nr�R+r�11.q..rtrrs�......r�-...^..,^.-•v"Im.�,.n•...,.ryE.�nT.,„- �q yp� : r 4 , i r V,. t i Panel Name PANEL"NAI" Voltage 120 208 iMLO MeLucatiun SW Church of christ Buss Amperage 225 MDP er1/TelOWtef Load Ilk k-1 Description Watts A Watts 8 _Watts c Load W11r Description I n �E1usTwb tuurPMi"' - PG[ - --- 1 1200 L 20 11 Li hgIn _1700 2 506 R 20 Receptaclis-General I W o ao 3 1200 L 20 1 ILighting -- 1700 4 600 R 20 Receptacles-General - ! — u d fle5l'rG MOP - 1000 AMP. 12012M 3A 4W CT CAN n MEIEN BASE 5 1200 L 20 LiQhti-n�— 1700 6 boo R 20 Rece tacles General I v0 �— A r AIC ANirr - EXISTING EUuwMENT 7 1200 L 20 L,9h1mj___ 1700 8 500 R 20 Rece tacles -General I -- N ;R -1--T---T 2 1/7' CONWI 9 1200 L 20 Ltghlln� - 1200 _ 10 — �- — s 1 to 15 MAIN s) 3/0 Cu 11 1200 L 20 Li h In _ � --- —1200 12 -- I � U I . \ UONOI c }I(� at v PANEL *NAI', 225 AMP, a,Mr 1 13 12oo L 20 Li hung 1200 14 I,„ 1) i2 w GRouNO 120 2oa sA 40 UIILIIY 1 9"0 15 1200 L 20 L1 hlin 1200 - 18— — TNANVU"it - { a P_'�_ — EteSTING EOINPME1, _ o 17 2400 WH 30 Water Hester 2400 18 — 1 a - u — -- —Y �'•. .L 1 �'X 10 2400 MI 30 2400 20 1 L.J r d R ?I 5 'WTIZ� �\ G1t0UND,NG/H(X/OING f • — - \ O 1 I I I I "L 21 2eo0 WH 30 Baptistry Water Hut 2800 22 _- -- ( 1 1 BRANCh PAMM (TYP) 23 2eoo WN 30 2800 24 o n 28 1800 M 20 Baptistry Water Pum 1800 28 27 1500 H 20 E W HO 1 8 E W HO2 _ 1500 28 _ -- ILI - PANfI IT,. fff AMP. u r cONOun -- I J = I - — --- ---- --- 1J UTILITY CONNECTION - Eru61a+G 29 750 H 20 EWH03 93Q 30 leo R 20 Rece t 120 2a e. 4a t,usTWG PANEL •Ar. .� AMP. 4) N CU -_-H03 _ _ 2 P acle•Roollop I Q 1 •t -- - --- -.- 20 3A 40 _ 1) e. CU GRGLIW 31 te0 M 20 "So 32 asoo M eo CU•2 (ROOFTOPjr-- — I n, w H CGPr+ER (SEE nG21oR OEIAIL6) - -- — 33 —_--_ _ — - 8500 34 8600 M 60 - — — j� J J 38 8500 313 -esoo M 90 I z r M BRANc« PANEL (IVP) I I I I I i )) 37 5000 R 50 AVSystem Isolation Tian%form of 7700 36 2700 M 30 CU•3(ROOFTOP) I W =' Y 39 5000 R SO 7700 40 voo _M 30 1 LD r� O BRANCH MAaL (TYP) - — - LOOP O - q�OUNO 'EUP•+aa' 41 5000 R 50 `— 7700 42 vo0 M 30 PANEL 'f', fff AMP. Phase A 25180 Watts 210 Amps - _j _ _ N Q Y 120 20e. 3A 4w - INISTair �KBAN Phase B 24600 Watt/ 205 Mips n �I �� �! Phase C 15230 Watts 210 Amp p t] g I) ! C) Total 75010 Watts 208 Amps w �E I at Panel Name PANEL *KP" Voltage 120 2C6 �MB []CY u ip _o GRANCN PANEL (I-) cwG Location Sw cnwcnolcm.l _ Bubs A nperage IJO— MLO J tuAJ Q M _—_ Losd r•_r. arU Debar Uon WAtIsA WANAa WANSC LoAd irr• arM Osunptwn N J --� it Ip 1 1200 K 20 Rece lacleb-Relmi erator _ 2400 2 iuo K 20 Recn lacleb Rebid erator 3 1500 K 20 Receplacleb•Coffee Counter 3000 4 _l boo K 20 Recs teclds-Coffee Counter L'+-) 5 l000 K 20 Rxce,terles Coffee Counter 3000 6 isoo K :0 Rece tacles Coffee Counter Z --- P 7 750 K 20 Receptacles-Microwave 1500 6 7bo K :0 Rece leclss•General POWER FLAN — ONE- LINE R_I S E R 9 750 K 20 Rece,lacleb-Microwave 1950 10 1200 K ,0 Receptacles-General 14 1:1 — — ry � 11 12oo K 20 Rece t{lacleb•General 1950 12 trio K to Rece tacles-General Ce LD LD 14 _ 1S 0 16 Z (� 17 0 18 'Q CD Z 19 3500 K 40 Oven Unit 3500 ' 20 O 21 3500 K 40 3 QO 22 CONNECT STACKING NURSING 23 3500 K 40 Washer/Dryer _ 3500 24 _ WASHER/DRYEV FIBO MOTHERS NEW BRANCH PANEL"KP" 25 isoo K 40 7500 — 28 (VERIFY EQUIPMENT II 100 AMP,30.120/21)8 1 27 1600 G 20 8211111101 1600 26 WITH OWNER PRION TO I FEED FROM EXISTING FURNACE CIRCUIT 1 29 15o G 20 _ 1500 30 Q ROUGI14N) Phase A 10900 Welts 91 Amps , (FURNACE TO BE REPLACED WI'111 GAS I 1 UNI 1)-FIELD VERIFY Phase B 6950 Watts 63 Amps 1 Phase C 9950 Welts 83 Amps / n Q O I I Total 30000 Watts 86 Amps V 0 1 f1/ lAJ - - - -.1-` __�=- _ - - - / r�-� r-�� - - - - - - - - - - - - - - - -_- - - PANEL SCHEDULES IIV•! ,Ip., •tl .. O t •7 •1 I I I L XI SI TI N G CONNECT DISHWASHER I MECH• (CHEMICAL SANITIZER)FIBO• I I I I v VLHl1YI:0UIPMENI I ! t $ Single Pole Switch (� ) Duplex Receptacle Q I RFOUIRFMENTS PRIORTO KP-4 ROUGH-IN I I I I T Q 0 1 KP•21.29 1 1 I Three Way Switch U 10 1 I WH01(BYOTHERS), 3 )GFCI ground Fault Protected Duplex Receptacle l.l._. Z 1 - KP•10 Q I _ CONNIITOOURIFOVEN Four Way Switch Special Equipment Connection --� FIHO•VFRIFY FOUIPMFNT Kp,t2 r r 4 P REOUIREMFNTS PRIO'T TO Z L U J I RUUGIIIN I • I I • I r, PV( VV ( 1 I Switch – Motor Rated Q I KP • JAN. KP T I. J L - - _1 M P/D Phone/Data Outlet (/t ` I CONNEC I kxNAl1S I FANS OVFR OAS COOKTOPS• FIBO I t 14 n Occupancy Sensor Switch w 0 p/�� Phone/Data Outlet (Wall Mount) u , I rP•telt I _- __ --.� $ Switch Timer — }, - - - -- - -- - T � Disconnect Switch - FUSED REVISIONS I I I I 1 NOTES: 2 I I I 1 T 3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ „ --- 1) VERIFY ALL MOUNTING HEIGHTS WITH ' ._ ■ ■ ■ ■ ■ ■ -- ■ --■---- --s- ■-----f- ---- f----� -■ _ OWNER/ARCHITECT PRIOR TO INSTALLATION. 4 INSTALLATICN MUST COMPLY WITH NEC, LOCAL AHJ 5 AND ADA REOUIREMENTS. DATE 04/12/04 JOB NO. PO4C00?? t---+ TYPE 'A' - DIRECT/INDIRECT WALL MOUNT, ACRYLIC 1X4, SURFACE DRAWN: ASL ' I MOUNT FIXTURE APPROVED NURSING I L.ITI-IONIA WP 2 32 1�Q GEF! OR EQUAL i MOTHERS � PERMIT SET \ ` _. TYPE 'F' - SURFACF MOUNT, ACRYLIC WRAP, 1X4 TWO LAMP r' I- ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 FLUORESCENT LIIMINARE. DETAILS �C T _ _ _ - - - - _ - - - -- LITHONIA LB 2 32 120 GEES OR EQUAL SCHEDULES I- - - -- -- _ _ - - - - - - - - - I j LTJ LJ I � - - - - - - - - - - - - - -I — - f I I I E X I SI TI N G 1 1 1 SCALE: NONE MECH. I ' ' NOTES. NEW-KITCHEN,_ 1) INSTALL NEW 1 X 4 SURFACE MOUNT FLUORESCENT LIGHTING WITH ACRYLIC LENS. v-I - L-1---=_----------- --- ' 2) VERIFY EQUIPMENT SCHEDULE AND CIRCUITING REQUIREMENTS FOR OWNER PROVIDED EQUIPMENT PRIOR TO ROUGH-IN. l I I I I 1 NI- W 1 / 1 I 3) PROVIDE SEPERATE CIRCUITS FOR MICROWAVE RECEPTACLES. VERIFY LOCATION PRIOR TO ROUGH-IN. ItW(; NANO ' IAN. J 4) ALL PE_CEPTACLES IN KITCHEN AREA TO BE GFCI PROTECT-ED. 1 NEW MEN'S TOILET O, 1) PROVIDE NEW FLUORESCEN3 L.IGHT"iG AND CONNECTION TO EXHAUST FAN (FIBO). PROVIDE OCCUPANCY ____ SENSOR WITH TIME DELAY OFF FOR CONTROL. I I i 2) PROVIDE GFCI PROTECTED OUTLET ADJACENT TO VANITY. VERIFY LOCATION PRIOR 10 ROUGH-IN. WOMEN'S TOILET EXPANSION - - - -- FLUORESCENT---- — DRAWING NO PROVIDE NEW LIGHTING AND CONNECTION 10 EXHAUST FAN (FIBO). PROVIDE OCCUPANCY r ----tt_'�� � - - -� - - - _ _� _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - _ - - - - - SENSOR WITH 'TIMEDELAY OFA' FORCONTROL. SIR ' � '' PROVIDE GFCI PROTECTED OUTLFT ADJACENT TO VANITY. VERIFY LOCATION PRIOR TO ROUGH-IN �) U E� I T CJ {s� E N /RESTROOM PLANE03 l 1L1rIT11111 I<cl _, - — ELC2004-(11)186 : 23 n 3 s F` e+rpih,r.AM(,w,ip• „4R,...,.h�1ll: "�MADrl1:11�G •f."+'^fe1; 1�. L��. -..i'a Y41l.,A '-�.,:..N`1M."yrl:•n ::M-V:rY1 ,. .��„ ... ... h ._.-••w*•T+.. ..................-. .......r:..:eva.Nn. gOM'ry•1�Ir1aNA/rMMax,. ._:.a....w�.�,a, ........-.______._..-......___.,._.-.._r+..—•_—.._._...._.«-..._..._—..:...-....-._ .._... ......_ .-_._-..-._...._. _._..._......__.._._-_, _ ......-....-.....•..-_y., .......r- ..,..... _.-., ..,. -:. _. .. .._.. . .... ..,: '.C.. „ .r....,..___._.._.__—_....__....,.._.-..._.•....,. ._.. -„nrtmewrNru+wus= 's . yam :.�. .._ ....._..::: I:. � �' .. .. n ' 'f' ;Jm I ' , I ' I ' � � I I �'! n!IIII'I 1!,1!Ili1 lIII IIII IIII Il llilll II!I�II11 I II 1111 I111111!I IIII III! II!I 11!"'•'!II� I t��!i11;It II +Q�IIIII rIII! 11:11!lil ! !I 111111.1111fllllll IIII IIII , III I LEGIBILiTY STRIP ,, 2 a 5 6 7 9 IO 11 12 13 l4 f 16 i7 1B 19 2C 21 22 23 24 25 26 27 2e 29 3r t• � �4 t 81 I 1 OI -"/ HOW Yale 0� NTL .....•a„ .a..,.e.r.•+.+.w^"^'�+•5n^^' T. f tt iMrEMslwura. r. Oar*:y a...;►xk wvnu lwraVitiE>, .. IMT1tE1,�ht4AM4to, _ Total Total :,old Ilat e Waste Water Waste Water Waste Vent Water Water V Mark Qnt. Description Units Units Units Units Size Size Size S-ze ;hip 3 Handicap Wafer Closet (floor mount lank type) 4 .2 5 12 7 5 3" 2" 1/2" O 3 Regluar Water Closet (floor 4 2 5 12 7 5 3" 2" 1/2" / rI mount tank type) I rj� 1 I I tV O 3 Water Closet on exiiling 0 0 0 0 ___L0_22 h in � �1�'" r � J I I I l k✓ n 3 Urinal(one mounted at ADA 4 5 12 15 2" 1 1/2" 314" l"J hie ht) �yLr„1 `JCr �ycu 1 2 Lavatory Counter Mount '. 2 2 1 tr2" 1 li2" 1/2" 112" NW I �Jl 2- Lavatory wall hung 1 i 1 1 1 1/2" 1 1/2" 112" 1/2" a O `z / llJW ^ 3 Lavatory set on existing 0 0 U 0 �, / PON" I rough in 1 Washer Box 3 4 3 4 2" 1 1/2" 1/2" `I I��1 2"Floor Dwin Lrrmed to �Ir//� O 2 0 0 0 0 2_ fiCw _ rode _ _ 1 ADA Shower 2 —2 2 2 2" 1 112" 112" 112" i/ 1 11 _ 1 — Water Heater 5G c;..;.�n 0 0 0 0 3/4" 3/4" � - electric Water Heater 111 1106n 12 1 electric — 0 0 0 0 \ 1/2" 1/2" p �l I V Water Neater r"70 align) V 13 1 0 0 0 0 \ \ \ \ Q `./ set on existing r 1,.,� _ in O 0 ® S,� Q 1 Food Prep Sink 2 1.5 2 1 5 2" 1 1/2" 112" 1/2" OO IG /PIENS W&a wAS '_ 1l3 1 Two Compartment Sink 3 3 3 3 2 1 1/2" 1/2" 1/2" �'w 107 2 2"Floor Sink 0 0 U 0 2" 1 1/2" 0 0 18 1 Bapdsty UnderCounlerSan,tizer --- --- I -I 19 1 2 1 5 2 1 ID \ 1/2" L _ �1.A.- -- � �~ - - _ (chemical type.)___ — --- --- O iY1V �1 !- r l ..J - r--� 2U 3 Hose Bib 0 0 5 0 1 - \ 3/4" V \- TOTAL 49 52 f"` cc Cc t--- My ALL PLUMBING TO BE PER 'F'C AND OREGOy SPECIALTY CODES = CL THE CLEAN OUTS ARE NOT SHOWN FOR CLARITY THEY SHALL BE INSTALLED � I PER CODE. H LL 17 o I�� r ?✓ �,�•ee NOTES z I)EMO EXISTIN '; 14,UNI iINC FIXT11It1',S 0 1 EXISTING SINK 'I'() REMAIN (� g TIF, INTO THE I, '�Iti 1 IN(, � ' , a :r C, < U .� ID 3 ►_'1 U I 1' 1�:.i V"' f�c, ''• (� ",001- "7 W CL^bb rLW c�" It/sTMks naD tA. I ~ .sem � � `• � � - -c =---- _ ti ...__. d _ _-- v) CnIt MCGH. '? O i 1 �1LCW, 11M OICF►CEOF1= icc.1 i G1.^'55 G�r�7517 1 ia ,, J._._ n • -t 1 I I I— .� �• �� <V -+- —�- --� D _ >J _ a ,�- = ���_ . t -�='� �:. _ - _ 5 ______� - sheet t i t I e ^i -r1 i! b K�I T�G H E t.! > - 14c y C N fel Lrl IN \ _ pT'A!P"1 Il�'GW 5TA t P-1% ( ' I�r r C 7fC►,i L] L7M `Onr J U / PLUMBING DRAWINGS .� r1�L.�.w^Y � I�� ATC F..� �. I ti.J 4� , h�,�.►.�.wAY -.w ______ - •�- - .. -_.� —jar _ ""' -."''.f - i r�-- - - �� ._ _ s..� ._.--_ �... a -^ .�� t 1 �-`__� �_ __ ® � ? 'ElVt project no. E.Yis�7NK ra L i ' 3 W - I LIO _J revised CITY OF TIGARD Approved.... .. ....... . ......................... .17( Conditionally Approved....... ................. Sheet r10. For only the work as described M: S X l T I hJ / r"1 R 1`­�C7 IQ are 1,. �* N""1Tc A !�l..CS O P'"1 L A ly PIE RMIT NO.PJM 2AOti_OM F_..-y- it-ON 9 u - - .•,,. N Ser: Letter to.follow. . .... . ... ............... ( 1 - Attach . . ...... ....... I 1 .Job Address: 1_111S_Sl'Q__1t",ft R P1uuru,un nu •,�_- 1:1.( 2014-001 So 24 of 14 OFFIC'F, copy "'"sjf .m,w_++.• "._.-.+wr �•._-._.. _......._...-_._..-.._-.w••. ,..w..,,_.._...n_,T..w+,..vw.w+......:......_..-W._. . .y :r...._....-L_.-... . -- ... _... ..._. .-«-- _ :.._....,. .... ......-.. ...._._+_._._.Y__.—_ ._.._.-.-_._..,._—..-....— --......_ .. . .r.,.,.y_......_w.....•_. -._ wr .+:w+,+" q_w-n„w.wwwiYwnuu,+�111Mws ........-..._+w .. ...wwp+_,n•-_..."..r.i,w+hwgN++_. _.-. .....—_-'."_.w_. .a A I' : MYliiliJdirr " — ...t•a na,. au•: - i ;.>:: ..4. �� � T, IIIII,111111},Il,it 11111 itl ( llt IIIIII111 111111111 III!I,II! II1111111 Ill,lilllill iIrI�!II flll Ilti!illl II .ill I i �� LEQISM.ITYSTRIP n - 2 3 a ' 6 17e 9 i0 I , 112 13 la 16 17 Ih 19 20 21 22 23 24 25 26 2? 20 29 3G CI i i Or NONI • 10L / �•� - .. �I,l,i•l.�.l� � � ���l�l����Ll .l«�.�1.�,�.l.�.l�l,�J�,lt �.1 I I ozq1pit RPM, ' tII,IIt�,I �� ll,�J�l lel 1.il.l a.i l, l�l )JJ,�II� ,,.,. LL.• a, ✓ 1piYksu: l`w kch� vitv,s,.v •',. ««wwr? Itl C+a1M4��,. , �7r��1C+►a.Nuallw+k�++� .84'� �f�'NI�+I�IM!1�WYYiF ;v 4. J.4 " • • • + • • • W o"r=N 11 t II K M 1rCE ,4 1- IM<;H Ll F 12� I P1ECEPTI C)ir,.i OF C IC t tat,+ -- - � I�— 1121 tZw GLAgS MEc1-I , ---� _ t= F'� ----------- —� JAN: :1 3"sJ / V'� HALLwA.Y Q Mf�T� H I N C HAL_LwA'-r I,:I �1 i'i w wwwwwwrwwwiwwwlwwwwwwwwwrwwwwwwwwwwwwwww�wwwwwwwww�w�•i:><�wwiw�wwwr�wrrwwwwwwww www�wwwwwwww wwwwwwwww -tZ4 ��-� —`y I"'_...-_ — _ __ 1 a •a •1 .i /• r 444• .1 .• •_ .a ' i .• 11 'I II � i N � I � K � t I I QJ - --- ---- --t= Cs -'- -- '4080 of t a F L I _ _ - - - - � _ - -- - '- - - - - - -- - - - - - - - _ _ _ — - - 0c l A It yah�✓ , � � n --- - / -n �J 1- _ - - - - O a..v. �p.ene00 I•/ YP-'1A1 ht 1 NV �� r-- 00 01 MEC1-1• ELC,;T 1001, 1 Total Total Cold Hot Fco 3 SS FEa _ ;St Waste Water Waste Water Waste Vent Water Water -' Mark Qnt. Description Units Units Units Units Size Size Size Size Z _- O 3 Handicap Water Closet (floor 4 2.5 12 7.5 3" 2" 1/2" / Q mount tank type) 10 Re fluar Water Closet(floor I.l.l 11 0 3 mount tank type) 4 2.5 12 7.5 3" 2" 112" 110 _ Vj,!er Closet on existing lo O 3 rou h in 0 0 0 0 \ \ \ \ ..— i �HW lrinal(one mounted at ADA _ a: 3 4 5 , 12 15 2" 1 112" 3/4" \ 0 cc -------- O - 2 Lavatory Counter Mount 1 1 2 2 1 1/2" 1 112" 112" 1/2" Z V Q 00 O 1 La iatory wall hung 1 1 1 1 1 1/2" 1 1/2" 112" 112" f— U — O 3 Lavatory set on existing 0 0 0 0 \ \ I \ 0 0 rough in --I VeJ n �J 1 W:,.her Box 3 4 3 4 2" 1 1/2" 112" -- _ -- — _ -,-- - -------_ _ — _ ----_-- _ -- - O 2 2" •loor Drain primed to 0 0 0 0 2" \ \ \ w4rAy cone — _ V 10 1 Al.,�;Shower _2 2 2 2 2" 1 112" 112" 1!2_' !� Cc AU e 1 nc t' ' .:;1 h-'1 lo `-- 11 1 1���ter Heater 50 gallon 0 0 0 0 \ \ 3/4" 3/4" N- ele.:tric �_ i ( ' Water Healer instant flow -) 0 0 0 0 \ \ -112" 112" Q Q etc�Mc O �A✓ ,3 1 water Heater(100 gallon) o 0 0 0 set on existing rough in _ Z �• 1 Hand Sink 2 1.5 2 1.5 2" 1 112" 1/2" 1/2" Q i 15 1 Food Prep Sink 2 1.5 2 1.5 2"— 1 112" 112" 112" Q i — 3ASS 18 1 Two Compartment Sink 3 3 3 3 2 1 112" 112" 1/2" 0 !0 i 17 2 2" Floor Sink 0 0 0 0 2" 1 112" 0 0 W 314 "Vi /I I I — - 18 1 Baptisty \ \ 1 \ \ \ \ \ Under Counter Sanitizes O 19 -- 1 (chemical typo) 2 1.5 2 1�5 ID \ \ 1/2" 3 — Hose Bib 0 0.5 0 3.5 - \ \ 3/4" \ L0 CV i 0 i - rte_ TOTAL 49 52 — 0) I I NOTES: ALL PLUMBING TO BE PER UPC AND OREGON SPECIALTY CODES. THE CLEAN C)IITS ARE NOT SHOWN FOR CLARITY. THEY SHALL BE INSTALLED sheet t i t l e rd 7_7 WA 5 TE � 1 _z a rr• �"I�IR ! DRAWING T 1 LIFT / n►1 1- -1 tow L_j h �,\ O — — � I ao Io �I'r'Nl✓ I� --- - --- .� -..� _ ° NOTES project no. r FGX I�RI(,IIA —_--- -•1------ DEMO EXISTING PLUMBING FIXTURES •. B EXISTING TO REMAIN date -� -- — --+ - — TIE INTO EXISTING; revised _. — _-- _ — sheet n o. 4, PoEAH-1 b2'- Off b rb, Aab�Y�nN G � SCAM v P 2 i ') �'"1 I L„ �, ly I hu!11,11.1 K0 1p 1-1� LH 2'004-(111196 25 of-34 ..._._..-.w...,..••....+.-. .•py+n.M'rte+n+.ntim+meyn+...,..-..... .._ _ -•,-,..,�.._... .. . . . ... ..._._._,_-..-._._ _w,...-.. »..._..,.._........•e......�."•,.._...-_._..-_._...,......-, ,.,....., .....___ .. ..... . . .. _. .._..._...... ,wrv,n.aos.,..mw .n�..•nww".�,rm�. , .. i.:,. t.I.,i.,...nm>,;„+�„:,.a;YfiY�•. �. i.W.-in:.s!watuww:a.aw.' -gdi+u-+r�P,apW'w1Tx. _.-._.__.._ ._..._-....._._-..._..-...-.....,.....,..........._.._..-.-_._..,...._....22.,2....2....,..--,.-•+-..�. .... .. m - - •:a. •�•••. I_'l•aw•!�1°F5•ek+�.wbi. 4G..1°011 �IA ( 4•Y♦•tlG1:Ai.A••Ni4YiC{ . CM IIIIU Ilfllllll ! llf!!fl}!;!III}i!11!illf�}fl!I�fl IIII!IIII'1!II!!'ll}II° I!iy11tl1filllll IIIIIIIII IIIIIIiIIIIIRIIIf I (IIII }Ill iII ! In II III t Illini!!I' illl N 11111 illnl :' LEGIBILITY STRIP ! I I b ,� I ( I i I I - O 3 d 5 e -0 IU 1 1 1� 13 14 6 17 16 10 20 21 22 23 24 25 26 27 2-e 2e 30 IQmnel C� 2'I 11 OI V HONI 1 OS y y 14 I ' I i I ! I � 1 1ji, l� �i11.1.u1 . _.�►��1�1.�•1.��l��Jlul,�dl>��I�1��a.1.t�.�.:��a.LJ.�ll,ll.��l1.1�,1.�,1.I.�.�.11,��1.. !i.•�..��,��,1I�I oa t' ,4 a 11 e 6 \ .1 _ -�— Total Total C�Id Hot • Waste Water Waste Water Waste Vent Water Water Mark Qnt. Description Units units units units size size S z Sirr, �i!!W Handicap Water Closet (floor }D 3 4 2 5 12 7.5 3" 2" 1/2" mount tank t e _ _ Reg!uar Water Closet (floor f\ U 2 3 4 25 12 7.5 3` 2" 1/2" / i �,/ ►I i mount lank type) ,� ��i Water Closet on existing 0 0 0 0 \ \ \ \ \ I ( rough in _ n py Urinal(one mounted at ADA (I!}V 3 hie ht) -- 4 5 12 15- 2" 1 1,12 3/4" \ 2 Lavatory Counter Mount 1 1 2 2 1 1/2" 1 1/2" 1/2" 1/2" -/ 1 Lavatory wall hur3 1 1 1 1 1 1/2" 1 1/2" 1/2" 1/2" Z 6ZA�y rJ v �k�N O I ` I - /h`J Lavaio set on existing �� Y)C O N 7 3 ry 0 0 0 0 I O rough in — �ly(t' `8 1 Washer Box 3 4 3 4 �2" 1 1/2" \ 1/2" ••, ,I;(�r� 1 ►iy►- Iq I .)�n O 2 2"Floor Drain primed to 0 0 0 0 2"V I /� cads OJ 10 1 ADA Shower 2 2 2 2 2" 1 112" 1/2" 112" � 11 Water Heater 50 gallon E•. i vY I 11 1 0 0 0 0 \ \ 3/4" 3/4" electric TI Z a r, Water Heater 10 gall6n Y � r12 1 0 0 o a \ \ 1/2° 1/2"I `P+ /jam I J I electnc �_ ,• Water Heater(100 gallon) of - I 1 ,� I 13 1 0 0 0 0 f� 1 I3`� �� set on existinr rI h in O Q 1 Food Prep Sink 2 1 5 2 1 5 2" 1 1/2" 1,2" 1/2" '•/ ` 1 Two Comparimer! Sink— 3 3- 3 3 2 1 1/2" 112" 1/2" 3V IV 2 2" Floor Sink 0 0 0 0 2" 1 1/2" 0 0 I\ 18 1 Baptisty \ \ \ \ \ \ \ \ I � - � Under Counter Sanitzes 5''CP",, P"1 1 (chemical type) 2_ --2 ID 1/2" Z /�V a 3� \ 20 3 Hose Bib 0 0.5 0 3_5 \ - \ 3/4" —\ i I 1 L 49 52cc cc ALL PLUMBING TO BE PER UPC AND OREGON SPECIALTY CODES. THE CLEAN OUTS ARE NOT SHOWN FOR CLARITY. THEY SHALL BE INSTALLED C) < PER CODE. H O I \ In ��� r � a✓ G IA�g < r> NOTES _ �`` DEMO EXISTING PLUMBING FIXTURES � (, IQ i1� I _-1 c►��•,eG B EXISTING SINN. TO REMAIN cc ( TIE INTO THE EXISTING F- 3N j I IU Q I 1' YQ9 c�.�►�!6 Q INprlf�s' 4A'/1'G��✓/LS'� � . -•,00�., 12�Iso r 3W IL /STJ^,(�If s`► �0 p-,A V c LY^6 b � � o •Ew rwb 8 ..� - - - ----�-- _�- z - tj __ - d - - _ — —_, _ Cn 13 ` VIA 'L�J i cel r�+ P� Imo] ORFICE OFA iGOr 1 L Gni) 040 cl_A55 cw.�.Ob , .1 11 r- J L r / �__r___ �. rt ►<ITIMH y eN sheet -- P'1FCIwWTttar•..I pRF!CE I ` _ Ci7 5 TSA I DRAWINGS JAN. 3W Hs►LLW^Y MAIC - �"civ H 6.6-wAY I sommo«. ...K..�....�.. ��..�. cli r I- Project no. LAJ L date -- revised sheet no. X 1 T I F-4 C.- / f'"111 I-�10 rC)ru L A, I+-"�Tr A, PS L OO P'"1 1I`0L A �-,4 N P I Inuurnn ►�u �-., I I r -'0114-00186 '16 III 14 To 1 rl„c n., aet+4-1 .tta ..a n:,.•❑, .,,.. I t J I I ' I ! .....4.,.. n aF`.(N 'f�A;!''�•i'�`��o,�ff'P"'. �,w..... ' .. Y:s.viYelYw'ac:xt,aua•.;a:es,r�r.�,r.. ..:.. CRIo lllIINIINw!ltii!!!ii}+i+}!II lUlflll{°Illli}f Itl1'llll 1111111!t Ilillllll 1111 ill± IitI�IIIiIIfIIIIIII�IIII�IIIIIIIIIfIIII�IIIII!II LEGIBILITY STRIP 22 3 � � ,� � IOmT.IGn 9 0 1 I 12 13 14 16 17 IB 19 20 21 22 23 24 =5 216 2 ' ;-9 29 3G _ 1; 01 l 1, 1 a ti .. -!yrti.. irN 1 j:. .:.N`� {' l^',,.TnTW'11}!1Y.DP1'n'Vti)Y.1'.I •:i'iY'lIWY w::;p:w .”r(Ywlirww4alR.�W.trnMrW.FY�.i,.y'f1.1'M•':.N'.W411,IIM`T,Y'9111,!f � i.. 1111A IthllllM!i t'*aw R ih«u+rt� #f+ IMlb .. y • • b • ••• I� grc1P,, woMEt-� TCM1-1..1 MEN 12o I z1 I ll `FICC •Irl G L A55 M L Gt-1 - Eli 0 1I I C HALLWAY M A TC H le l r•l LE HA L L:AY � PIN" y LiE r rrrrrrrrrrrrrrrrrrrrrrrrrrrrwrrrrrrr�rrrrrrrrrrstrrrrrrrrrrrrrrrrrrrr rrrrrrrrrrrr �rrrrrrrrr I�q �x -• owl — - ►---- "---1-- , I ' 11111 \Cw LI - 0 — _ 5 o ca r, N F- V 0rJ < - OZ= A.�, LAwiUF • I� T1>-,v.tHllry L�_� MEct-t ELc,:,T, Total Total Cold Hot YS-5 k'o _,.Ss. Waste Water Waste Water Waste Vent Water Water Com- Z Mark Qnt. Description Units units units units size aize size size ---= - O 3 Handicap Water Closet (floor 4 [ 5 12 7 5 3" 2" 112" / 0 mLunt tank type) O 3 Reilluar Water Closet (floor 4 2 5 12 7 5 3" 2" 1/2" c) / �' W _ mount tank type) ��L� --_-.__ _ --_-- _ _ _-- --------_._ _-__ __----. _ ____--- --_----- _ - -•- __- _.- ---__ Nater Closet on existing a O 3 tough in 0 0 0 0 -� _ /f HW Uhnal(one mounted at ADA - G3 4 5 12 15 2" 11/2" 3/4" Ile ht) --- ----- - O 2-- I-avatory Counter Mount 1 1 2 2 1 112" 1 112" 112" 112" O d, 00 00 01 ol O 1 lavatory wall hung 1 1 1 1 1 1/2" 1 1/2" 112" 112" f- ��„/ O10 7 Lavatory set on exi 3 ting 0 0 0 0 \ \ \ O ® I - O lough In _ _ — 1 .1 1 Washer Box 3 4 3 4 2" 1 1/2" \ 1/2 _ _ _ -- -----r-•- -- - - - - __.___ -- -_. _ -- -- : " Floor Drain primed to V WA-M O 2 code 0 0 0 U 2" \ r cc 10 1 'DA Shower 2 2 2 2 2" 1 1/2" 1/2" 1/2' I Water Heater 50 gallon ~ D AU b I TGA• 1 Li 1, -- _ 11 1 electric 0 0 0 0 \ \ 3/4" 3/4" n .i.. Q _ / 00 1 Water Heater instant flow 0 0 0 0 1/2" 1/2" r , electric 1 1 .� V O �.�ie 1 ✓� I 10 13 1 Water Heater(100 gallon) 0 0 0 0 set on existing rough in 1,01 Z � I - _ -- - --�- - -� _.__.. _ -.- _ --_--_ •- 14 1 Hand Sink — 2 1 5 2 ;S 2" 1 1/2" 1/2" 1/2" I 15 1 nd Prep Sink 2 1.5 2 1.5 2" 1 1/2" 112" 1/2" LU UJ Q 3"5 S -- --, ---- - — 0cc 16 1 Compartment Sink 3 3 3 3 2 1 1/2" 1/2" 1/2" !Q I I -- � � D to I I '— - 17 2 2"Floor Sink 0 0 0 0 2" 1 1/2" 0 0 W 113 1 9apflsly f'� I�✓ ,7 — 19 tchernical type)Under Counter Sanitizer 1 2 1.5 2 ID \ 1.2" (n V J -- 20 3 Hose Bib 0 05 0 3.55 \ \ 3/4" \ lf) TOTAL 49 52 iw - - NOTES: ALL PLUMBING TO BE PER UPC AND OREGON SPECIALTY CODES. f, N - - S s CLEANTHE OUTS ARE NOT SHOWN FOR CLARITY THEY SHALL BE INSTALLED PER CODEsheet title WASTE - - -- --- - — - --- . __ = — -- — ---- I'I,U M B 1 N G i Ir, — DRAWING 10 LIST 1— 1 ION - SSS A ;L STOP^, f�E -J - r 10 O _o r „ . I NOTES project no. _ — FOC I�R�GA _ - DEMO EXIS'T'ING PIal1MBIN(: FIXTURES B EXISTING TO REMAIN da to ----- - _ _ -- — —_-� - ---- -- -- — 'FIE INTO EXISTING revise I.r -,t.0 It Z9-c." 2V-e-0° 1't '-Gv" ---- ------- --- — ------- sheet n o. 4, t:70^" b 4s AIG7Y_?IT13N G SEAM �ZI- OII F �r 1-LC2004-001 H�� 27 of 34 un;:nl .... .:"..vdY-ansv u:.4te;�a.xaciMY•IY•e�vY•.a., ..,,.r .,.w.ti:awrt�tewk.t.i�dbaffnwrravt4 '< -;,,a.. .;,..;..,s1we -.. i,r.,:-:x3i. ,57..E Mi.w:i ,,•r :.hrr4M-,..'' . r�, I!!il�!Ifllllll rilllllll Ilillilll 111111111 I li�lllt IIII�IIII !Illllll?�!? {�! !�! � ! I ,!I'I� I' ; II!I!Illlltll�lllllll "`!'r""'�+' ',!' 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I I_i�, - w.[«c• _ ii) - - r r •.Mt. r•a Vw E.xHAU$T/RELIEF IiRILLE rU a�1 aAAL IVIG -r u r1.1 rm A v R 041M AMU"LegalIIM A t17 N OD PLALA IM AS es 4,w1[w Al Iu1101 SUPFL.Y DUCT \D - _ --_. ,,,,,.• - __ qr RETURN/EXHAUST DUCT CuO G cu Or, U7 r' -'���r,-�-,a1 -- r T-�g _ LJTSIDE/MAKE-UP AIR DUCT -i !E EXISTING, TO REMAIN A4 C� C:) o a�1.A�tRr rt ww 1rT a t ,11116 " " or 1(1 1 UFF ^� ►Iaa11 U34" C7 Z Oa 4M LK —_— 140 LA M L& Iw Li w"a V-18 Wr 1' � En or Aw US iM LOL 41 LA 141 L& w LA WE LIL 60 L![ 2-141 War L IJ []W v as A ua MUM w 1614 Iw Lr M 1X7.0 a/r' O RFMOVE OR RELOCATE = d a x Nf W L" to L[a LS UL M LR M NI /•Y LC N ) CD Q L)IHAUST FAN ROOF CAP NEW Vj = ( I RNYANT UNI'[;'ACTORY l)t jt11 0116-072) --- �►�� T .N W .= a NEV, CONNECT TO EXISTING ~ VVV 4 U u GENERAL NOTES U `,� -----— 1. ALL WORK PER ORF-ON a00P ►DIT10N MECHANICAL SPECIALTY CODE, `Z BASED UPON 2000 INILKNATIONAL MECH. CODE, 2000 UBC, CURRENT STATE DIR1� AND LOCAL CODES. M l I«f Va.IALA MIM Pnol rov Vol IATA VWF Alm" ---- "---- -----"-- a.•PAIL«r.I1Ra� i e41 Lal«1,1RIL /� 2• AIR DISTRIBUTION PER UMC 6 SMACNA. ALL CONCLALED DUCT TO BE __ l METAL ONLY. POV111 . �� 3. VERIFY 6 COORDINATE GRILLE, REGISTER, AND DIFFUSER LOCATION WITH ARCHITECTURAL REFLECTED CEILING PLANS. � NEW KITCHEN ___ .-___ __. _ _ ; - - (� R 1.m a"�",m1- -• _._. � I 4. GAS PIPING PER UMC, STATE AND LOCAL CODES. 5. CONTROLS FOR HVAC UNITS TO BE HONEYWELL T-7200/1-7300 ~- 1-IIA• RDor .IAI:Ii«IM111V« rrtlnri�r.,rLt vc 1 t��TH ►I►r [T[[ LAOo WAVM ~V DO", � � � PROGRAMMABLE 7-DAY THERMOSTAT, SET UP WITH 2 DEGREE FY/RD11 cblTi --- __- � ABAND BETWLLN E LOOLINU SILT POINTS. r-,16016-16016-• •� I TO BE MOUNTED AT 48 F!V ABFINISHED FLOOR. - �__ UK 7. FULLY MODULATING ECONOMIZER, ON NEW UNITS 54,000 BTU'S AND LARGER. - ----- --J-•---- f-.va• ,..d_--1141 TYMK1 8 OUTSIDE AIR INTAKE TO LE MIN. 10' FROM ANY EXHAUST DISCHARGE: � IIIIMI •L! �I 'L�"1.." yr 9. SMOKE DETECTOR'S ON ALL SYSTEMS SUPPLYING 2000 CFM OR GREATER. r � �-rn �OfuM�. r•r ar.•�11/gt-Wr EQUIPMENT LIST -- _V_1 rW �.— .. � f- SYMBOL DESCRIPTION - ELECTRICAL_ W 1 14 ARI tp1 M/1R• r•A 11/141• �Q•[• i 1.vu• r♦ pool- S �- -�r•v1 r-, AC-1,2 BRYANT 580FPV1502S0 GAS/c:.LEF,TRIC ROOFTOP MCA 7.,.6 h CVu/230 VOLT • (NL W) UNIT W/FULLY MODULATING ECONOMIZER. 3 PH HEATING 250 MBH 1N ?_00 MBH OUT. 145 MBH NET n. .1,,,.• �. CDYLING. 4500 CFM, OPERATING WEIGHT 1255 LBSWAW ISL' --__ r.,,,, —__.___ ___ WI H CURL AND ECONOMIZER. YItAs tam tv tntma%m a1 }A — __ ___ --_J AC-3 — BRYANT 580FPV036115 GAS/ELECTRIC ROOFTOP MCA 24.2 2 n — (NEW) UNIT W/FULLY MODULATING ECONOMIZER. 208/230 VOLT �--� NMI A ��� « " ` d` , " n \ / C- HEATING 115 MBH IN, 92 MBH OUT, 35 MBH NET 3 PH ry 1+ .» a.LIN. I0LIL 161 LK V""L SLK "4(`' 1� V EN INl3 COOLING. 1200 CFM, OPERATING WEIGHT 6C9 1_BS �M�m i3 v s LAS «LIM a Lw n1 Um w LK e�ia pr Li r oLx eeLt 1w La ee,Aa >!L[. U - W/ CURB AND ECONOMIZER. _ ar s La w tw tw ra HI UL M US S d ( 1) 10NCf MN@ 0.1'VS� 11..5 SONES G EXHAUST FAN: T5 VOLT < 0 (NEW) CONTROLLED BY LIGHT SWITCH SRYANT UNIT FACTORY DETAIL(010.150) _ F - l- 0 w. - --- 10 X 10 �_____ i EF-3 AMERICAN ALDES IFLB IN-LINE EXHAUST FAN 115 VOLT U L� ( ' r (NEW) 319 CFM Q .5 ESP. 1.02 A. R H -- ------ �• R H RH-1,2 BROAN RESIDENTIAL RANGE HOOD, STAINLESS STEEL 115 VOLT „ „ (NEW) 190 CFM, 7' EXHAUST DISCHARGE 1.6 A ? d - 7- - 2, - OP WT 12 LBS. - —�-- ►AQAeD Ml �1 �.rvAL sr t �T __� / EH-1,2,3 ELECTRIC WALL NEATER -- �__� j 0 r \ 01"VE UP tmfwr --� (NEW) (BY ELECTRITIAN) - _- --- - - GAS ra.� vQ1 ods amt OUTSIDE AIR SCHEDULE (� IA fiAlR DIRT ,[rr-a. WWWr( SCALA 1"At STRAP V/ — —_.�.____—......_..— _—.--__—.—.—_..____.._�___� In � fl 4112 k;RI V S Al M"CM$ �-•J CDIpT[R rl.A1NIIC_. —_-S[A:H (TOWN 11� ZONE A UNIT 11 OSA/PERSON OCC. LOAD S/A R/A OSA/MIN EXHAUST _ POS. (�,f IMG R Lit. I 1 VaID PMR STRIP 7 KITCHEN AREA DETAIL (TYPE Ii HOOD BY MECH.Vol — - - p _ GA PR[1/,� rA« _-1 1� AC 1 15 CFM 230 4500 3600 500%3450 -220 680 (/� ►lll CANT STIIfP1 \ I,1/a• RIWD INSLL A11D1 (Mit) /u*LV b[1 WVm �"C'i" ---- '- _ __ _ V� 1641, • to V= SCREW 11 r --RL/l�i act DDV« M 2 AC-2 15 CFM 230 4500 3600 900/3450 0 0 -L[v[Lli�i STRIP 11i=MM r - l— '"s'J1Ai1°` rwriwl[ 3 AC-3 15 CFM 40 - 1200 90D 300/600 0 0 TOTAL500500 10,2200 8100 2100/7500 -220 6Ec0 ��-` n ALL OUTSIDE AIR DAMPERS CONTROLLED BY CO2 SENSORS G cn ROOFTOP A/C UNIT CURS A SEISMIC DETAIL _ �AI�� ' A1RrLatf MECHANICAL PLAN SCHEDULE REVISIONS BY ' CAW.AS raw M-1 DETAIL'S/SCHEDULE'SC.M. .t,11 Aflp Arc R ITT L M-2 EXISTING/REMODEL AREA ROOF' FRAMING PLAN 0.3/()C/04 SMH 1vTRIr1 s1a vttH IW�RAC1tAr1<-S srnw¢AiDfa, --- - �—.-- _ SWIM - M 3 ADDITION ROOF FRAMING PLAN -- =� -- 03/03/04 SMH M-4 EXISTING/REMODEL AREA R.C.P. w.0 IsaATO1►ADS � I M-5 ADDITION R.CP. ' �� 03/24/04 SMH ` -_ - coliElrsAic TRIP cLwle M-6 T-STAT LOCATION/GAS PIPING PLAN ' 7 SHEET 6, ELEVATIONS 8 90%OOWNFLOW FURNACE DETAIL - \ A.atolan rA«crAitc wAlc ac 11tl1 _-- --------------__-_-- 1 , 11 --- ---__ r r vt t so�aa rAr t►Arx '^+ CONDENSATE TRAP AND Pi►INO DETAIL (,�� tr\Ca \ Will DATE! 12/16/03 SCALE! AS S11 I DRAWN BY: SKI /y CITY OF 1TIGjARD -— Approved .< 1►��NANi��A11' i+4: i-It ENAMEISOUTHWEST Conditionaily Approved .. .... . ..............( ): - -.- C. For only the w rk as desrnbe n: PERMIT NO.�4�so_�-Do/py COVER SHEET V See Letter to:Follow.. . . ................ . Job Address: �W rl, !SIVA ' e�cK--Date _s_'_f .0 SHEET I I/11111.1111 Ill I I ('2(1(1.1-I I(I I N6 M 1 � iN rlr�a of 6 OFFICE COPY vdGM AM 7kF�M W d._ ..a1.•.. ,e-..,.:..,•.-........:.1,r...mwia.r.w....-..r...w..,.•,.1y«.. .r.,qr�,�.,; _. -:�•, � .... rryr. 1y*•F. f..._K,,wl.. .. ... 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