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8815 SW O'MARA STREET-4 a. i "v i v � A er SEP 2 5 2001 e iii Y ur I juAIRD ' �� DrJisiO�N `�� Ri mril 3A I?ID S Et4loDf? CL VffLD ��0F o0F?L '� P" •, ri C 0 NCO 11A 4- t419 A DE01 t4 CIYY TIGARD All'PROM MAYS AppRwed8815 S W 0 "MA RA S To w6CjXDIEtM-ATIrACWM Appoveill....( 1 4 PIG1'I10"LOOK In Lester Ix Folbw 1»�CH PORTLICf 1 ' TIGARD,, OREGON 97223 Mise DOCUMEtd'IS reee>tit �' y 720 NW Davis Suite 300 07 Cm F CARD Porda�d, OR 97209 �• • 17m ,� � . „ .. ` t D�FE1ZItEI� - TeL 503.221.1121 Corw)tio�Appm ed.».......( Ire ....��- Fac. 503.221.2077 go Leers lb ra Fow...«.............( 1 j � n reinter .,�l� 6m offer ..� PROJECT DIRECTORY DRAWLING INDEX PROJECT SUMMARY GENERAL NOTE pM OWNE& SHEET NAME DATE REVISION GENERAL MIeF0R /A710W: THE SITE PL ME AN IS FOR REFERENCE ONLY. SEE ALL OTHER PLAN SHEETS FOR CONTRACT DOCUMENT INFORMATION. Joe earrert Joe ft�&W. �011041P d . C8 COVER SHEET 00.,7.07 CRY of Tigard-&"v Dept. Malt I ft , PP*d 8ghnsr .gov PROJECT NAME: TIGARD SENIOR CENTER OFFICE COPYr C1 EDSTING CONDITIONS/DEMOLITION 00.17.07 13125 SW Hall. Blv& C2 SITE PLAN 00.17.07 PROJECT ADDRESS: 8815 SW OUARA ST. SPECIAL INSPfECTION !�EOUIRED Tiowd,Oregon►972 C3 GRADING?IAN 00.17.07 TIGARD, OREGON 07223 $tat f_Ore Oregon Structural S cial Code r r �t TiMphorte (503)630.4171 C4 CML DETAILS 00.17.07 MAP/TAK LUT.' 2S102D8-00500 cln Steel a Fax (503)624.0752 Concnb and Reinforcing f` A001 EflRESS PLAN 00.17.07 � A101D DEMO SITE PLAN 00.17.07 N. APPLICABLE CODES: p gr)lts Installed In Concrete CONSl1ETMITS A101 SITE PLAN 00.17.07 LRS Ard41ec1s,hx;. Pad ft�: A102 SITE DETAILS 00,17.07 2007 OREGON STRUCTURAL SPEC441.TY 13 Special Moment-Resisting Concrete Frame •1 A201D LOWER LEVEL b UPPER LEVEL DEMO PLANS 09.17.07 2006 INTERNATIONAL 6U/LAING CODE M SIN 'S<�Ne Pets'ohm �� ) A201 LOWER LEVEL FLOOR PLAN 00.17.07 ?006 OREGON PLUt 4BING SPECIALTY CODE O Reinforcing Steel b Prestressing Steel Tendons , Pbrtisnd,Or"m 972002006 OREGON ELECTRICAL SPECIALTY CODE A202 UPPER LEVEL FLOOR PLAN 00.17.07 ❑ Structural Welding Tilepltorte(503)221-1121 A203 DOOR SCHEDULE 6 DETAILS 00.17.07 2007 OREGON MECHANICAL SPECIALTY CODE I-=(503)221,207 A204 DOOR 8 WINDOW DETAILS 00.17.07 2007 OREGON FIRE C(x p High-Strength Bolting A301 ROOF PLAN 00.17.07' ��` A4011, EXTERIOR ELEVATIONS 09„17.07 O Structural Masonry Nr BUILDING STANDARDS t#EyI 9mL CobTRACTO& A541 SECTIONS 00.17.07 : - D Reinforced Gypsum Controls � A801 ENLARGED KITCHEN PLAN 00.17.07 BUILDING TYPE:58 A002 INTERIOR ELEVATIONS 00.17.07 Q � ti �~ Insulating Concrete FIII '�, Z � . C4 Citt_: A843 INTERIOR ELEVATIONS 00.17.07 A804 INTMOR DETAILS 00.17.07 BUILT 1980 D Spray Applied Fire-Resistive Materials WRO Demo 80 F4eedrk/t-CI& bob.1 mid kdrwrpdeetgnA m A701 LOWER LEVEL b UPPER LEVEL REFLECTED CEILING PLANS 00.17.07 V � � 80 : ON854 SF SF 4415 SW Wasigere Dr.Suite 100 AS01 LOWER LEVEL&UPPER 1-EVEL FINISH PLANS 00.17.07 IXI3O Pilings, Drilled Piers and Caissons Uj ASIX FINISH SCHEDULE AND LEGEND 09.17.07 NEW AREA:LIBRARY ADDIIIADDITION. N. D Shotcrete Pbrttrx! Orsgon 97M Te (503)410-2500 S1.0 STRUCTURAL NOTE 00.17.07 BUILDING OCCUPANCY. TYPE A� iepttone ❑ Special Grading, Excavation and Filling r � . W Fax(503)419-2WO 31.1 TYPICAL STRUCTURAL DETAILS 00.17.07 OCCUPANT LOAD(PER TABLE 1004.1.2): S2.1 FOUNDATION PLAN 00.17.07 FIRST LEVEL: 163 D Smoke•Controi Systems J S22 SEt:OND FLORO FRAMING PLAN 00.17.07 SECOND LEVEL- 166 I �� ca is MEC L4ANCAL 32 3 ROOF FRAMING PLAN 00.17.07 TOTAL:318 D Other inspections y 83.1 WALL ELFYATIOINS 00.17.07 O „� Munro b Aamclo s Loren Dem: 34.1 STRUCTURAL DETAILS W.17.07 ISM SW Bornes Ferry Rd. 36.1 STRUCTURAL DETAILS 00.17.07 '� a* O Tualalir,Oregon 97062 862 STRUCTURAL DETAILS 00.17.07 Telephone(503)6124500 E0.1 ELECTRICAL LEGEND b ABBREVIATIONS 00.11.07 Fox(503)6124665 E1.0 ELECTRICAL POWER SITE PLAN 00.17.07 VICINITY MAP _ EIA LOWER LEVEL ELEC DEMO FLOOR PLAN 00.17.07 NOT TO SCALE E12 UPPER LEVEL ELEC DEMO FLOOR PLAN 00.17.07 /y , ELECTRICAL: E2.0 LOWER LEVEL ELEC LIGHTING FLAN 00.17.07 ai E2.1 UPPER LEVEL ELEC LIGHTING PLAN 00.17.07 9 Enqkwmtr0.im• Fred H@MW.ltsrlepQooye l.aom E3.0 LOWER LEVEL POWER 8 SIGNAL.PLAN 09.17.07 8815 SW OWARA ST 1733 SE Morrison SL E3., UPPER LEVET-POWER a SK3NAL PLAN 00.17.07 Pmom ,Oregon 97214 E4.0 ENLARGED PLANS 09.11.07 Telephww(503)771-1Q66 E5.0 LOWER LEVEL REFLECTED CEILING PLAN 09.17.07 717.0 EISA ELECTRICAL CONNECTION SCHEDULES 00.17.07 E52 ELECTRICAL PANEL SCHEDULES 00. PRO"ECT NAW Fm(503)772-2496 E6.0 ELECTRICAL DETAILS 00.17.07 *TRUCTtNtAL: PL.O P'_UM81NG LEGEND b COVER SHEET 00.21.07 77I---- NMltldsrt Dean Mft Bleak dehe.biedlrrrtlelllb dean mn PL1.0 `'LUMBING SCHEDULE 00.21.07 4 425 8W 8rerk Obsel,2nd Ar. PL2.00De WASTE&VENT PLAN-DEMO-UNDERGROUND-MMES n 00.21.07 .. ' PL2.000b WASTE 6 VENT PLAN-DEMO-UNDERGROUND-EAST 00.21.07 - P�orssrxi,�� P12.00e WASTE b VENT PLAN-UNDERGROUND-WEST 00.21.07 TeMplum(501)274-1843 00.21.07 PL2.00b WASTE b VENT PLAN-UNDERGROUND-EAST 0021.07 _IV. EMERGENCY SYSTEM STAND�AMS. � Fax(600)2r3-4111110PL2.00e WASTE 8 VENT-DEMO-LOWER-WEST PL2.ODb WASTE b VENT PIAN-DEMO-LOWER LEVEL-EAST 0021.07 00 2107 A. BUILDING IS FULLY SPRINKLERED } ► �- L__ P12be WASTE 8 VENT PLAN•'LOWER LEVEL-WEST B. B;."'LDING IS FULLY SMOKE DETECTED, A PL2.Ob WASTE 4 VENT PLAN-LOWER LEVEL-EAST 00 2107 C. BUILDING IS EQUIPPED WITH A VISUAL STROBE SYSTEM. �----- PL2.1 De WASTE b VENT PLAN-UPPER-WEST 00.21.07 ' I---- PL2.1Db WASTE AND VENT PLAN-DEMO-UPPER L.EVEI.-EAST V. ADA ACCESSIBILITY: � QAl TE: 00,17.07 ,M P12.1a WASTE&VENT PLAN-UPPER LEVEL-WEST 00.21.01 - ": .,a # :G, , r.� 00,21.07 ° 4 ; PL2.1b WASTE 3 VENT PLAN-Uta"FR LEVEL-EAST A. THE BUILDING IS ACCESSIBLE. .; PL3.00e WATER 8 GAS PIAN-1_01 -WEST 0021.07 76 B. THIS PRWECT INCLUDES IMPROVEMENTS TO: 4 PL3.00b WATER 6 GAS PLAN-DEMO-LOWER L.EVEt_-EAST 00.21.07 H -ACCESSIBLE PARKING0721. 1 L-CHCK PL3.Oe WATER b GAS PIAN- LCVtA'ER LEVEL-WEST 00. $ -BUILDING ACCESS ' PL3.Ob WATER S GAS PLAN LOWER LEVEL-EAST 0021.07 -IMPROVED TOILET ROOM ACCESS [_DRAWN BY: CO PL.3.1 De WATER&GAS PLAN-UPPER-WEST 00.21.07 „ PL3.1Db WATER b GAS PLAN-DEMO-UPPER LEVEL-EAST 09.21.07 �. M K J' ,' , ;, , • ' 0921.07 PL.3.1e WATER b GAS PLAN-UPPER-WEST 0021.07 PME'CT: 207037 PL3.1b WATER 8 GAB PLAN-UPPER L.I:VEL-EAST 00.21.07 PL4.0 PLUMBING DIAGRAMS&DETAILS 00.21.07 j M.0 HVAC LEGEND 6 COVER SHEET 00,21.07 M1.0 HVAC SCHEDULES 09.21.07 M2.ODb HVAC PLAN-DEMO-LOWER-EAST 09.21.07 N W.Ob HVAC PLAN-LOWER-EAST M2.10a HVAC PIAN-DEMO-UPPER-WEST 08.2.1.07 D M2.1s HVAC PLAN-UPPER-WEST 0 .21.07 21.07 090. BUILDING LOCATION M2.1 Db HVAC PLAN-DEMO-UPPER-EAST M2.1b HVAC PURI-UPPER-EAST 0921.07 Not t0 SCALE FP1.0 FIRE PROTECTION SCOPE 00.21.07 C 1 2 "i 4 cv�+w.aeau�t�.�wr 4M#rMIFr +r+rr rr•:,r. I!y,e, a 72177W ntr;:rx `1 :. •1 r -.. ♦ r. TIT. . . rlrT iiirIi »..: ,.>.:;.. m ,. wa+'....°,;F"wc.,+.. .- ..,.�+r•"-+ri�1 sih+ ....... -'-»...,.�w..,aor!�e.+rswv.'gnla: '.• :•(a'Ar.+!WRt•1M'Hl�M►' •-,w•Y�Vf19YM11U�rWI�'A ••., • , .•:Rel�+'r,J,Kr,.r::M+M'►M'�an. ".•'. .•':..�.. ,{+noMe..a�,uwwc-....w.�+s:YviW::w+N»wrarw N.h..LM1.�i.aau .•:.w..+.+arae'�r+�;.u+]..+rth•'ww.•�Nw+.u•w�+wr►r•..wqr-.'C��'st•.sef,wYi.a.. +A[rTINL'M+N4bYt'Ors++WdR@L►+rG:4Mr lrll�iM6liv./'4eaYYl�w^r•a....+rYr4r+.::,ns. s„sfuu -1.'!_. .. .na�eweMMru�rMObNM�+wawww�saC•.:wrFo..1«rca.vw;xr...w.,. ,..,,.y�yew�,rra.oW. +now^--^ i 'w+Yh - � -. . A 'k TIGARD SENIOR CENTER P `` i LOCATED IN THE ONE—QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, RANGE 1 WEST WILLAMETE MERIDIAN CITY OF TIGARD, WASHINGTON COUNTY, OREGON. �p DATE OF FIELD WORK: 05-01-2007 SCALE.- 11-20' Ir, J. n2b 10 0 20 EXPIRES: 06-30--09 •_..�..»_. 'f U TENS IS NOT AEREO RY �JRYEY s \�hi�' X 17 C H jam'- Z I ,•• •,_ �axruar�Y Is R� INF+onw�na� tit ;5�•U I'{,� •1FY fii t� Y- lit rW,tu'•y, .3•t _)� KT'-, }., ff♦ �� ---- rr--�' rI• • •'� i c' {/�� • '4" r---•��r— ^r 11 rr�rrI ,i I JITE V • LOT 10 r ,, :4 ,,' ; ,; o�'f , , ,' •,fi : �, ' . t< c ° V :'i• m; i' ,t'k,' , �H > �t `y� � , OMARA ST 4 • K'..t ,; Y• ,4 j+ ., t'S Se',,5 4,, 1 y�' N' ,l w`:,a�: ;�' '.s r41. •'t ,,r t��rR{1 r _t,li {t kCl�y l` q ''' �', :e LS . - ► M• x ' ,r..•.,..f �. -h, i .,' �{,` .� !'{A' .. � t t.! t :6, ,rFPi i , (i,h I� • ` 'l:N 1 , ` ', t.. + M,+y {t. l: 4.r..' 'k ' '' ,'�',tl��,� al`�JM, +� •� ell tV , > �N ��* t! i r` r f•• "`` '•``�� SW MCDONALD ST Q i� tt, %•. •• Lbi' '�,z` L• t,' t .•� I r • + ' ,• ~' I LEGEND: •-.._moi' . '•,fiF, dCa ,,.� �' �. tt�;fi ,', rti• i \ �. ® .� _ RECORD BOUNDARY LINE SW BON ITA RO _`. '� F �" :.�t?a „' •--•---- - ''"' ` `� - -- --- '— - - BUILDING OVERHANG UNE ,r' -•... '•,,� ♦ X ------ - FENCE LINE, TYPE AS NOTED GmXTmm 1} �► UNE 8815 SW OMARA �� 4r✓• -��E • f!� �4UNDERGROUND WATER� .•' ' i i, -.,.✓•/ � • •' .`' �'�'••M! 1 —,, •# .^ r• . , ?� :;,a,' i •- .. �' �.-''" '' .�•• I ss - SANITARY SEWER UNE VICINITY MAP: (Not TO sc 01 • i Lor 9 =.; r r r /' �� 1 SD - STORM DRAINAGE UNE T - UNDERGROUND TELEPHONE LINE DATUM!: '�t % •--''r.,,,.- o.. ------- �''• '. •''-� o 1 G- UNDERGROUND GAS UNE ELEVATION DATUM: WASH. CO. Q i -� .•' ...• . � BENCHMARK: #41 /R / » 0 - BUILDING FACE LOCATION: NW CORNER OF BRIDGE OVER FANNO CREEK ON SW --� ..._�----------------� 1){jv �•%,•'f ,�;,, "`- I HALL JLVD; .02 MILE NORTH OF SW OMARA ST. �'�.• V r i�° r ai . 1 ELEVA BION: 143.18 FEET �,•.-'•'' -.."' htKr,�, l . is ,,a — EXISTING ASPHALT SURFACE D d' ) U.NIT. ��/' =' BASIS OF BEARINGS: ' " � 1 EXISTING CONCRETE SURFACE _ y !� ,. f fi: , , a 1 - BASIS OF BEARING WAS DERIVED FROM FOUND MONUMENTS ALONG THE WEST UNE OF OUR PROPERTY BEING ? � ', `� � ;� 1 I - GAS METER THE EAST LINE OF THE PLAT OF CHELSEA HILL *NOTE- THIS IS NOT A BOUNDARY SURVEY „ 1 lwim SOoOR CENTER D : ` I - SEE SANITARY SEWER TABLE Q * 13615 SW O'MAARA „. .,. NOTES: ._ REMOVE WOOD DECK 2-3 STORY WOW ;,y f' O - SANITARY SEWER MANHOLE REMOVE BENCH 1. THIS IS NOT A BOUNDARY SURVEY.W =''�, BUILDING OVERHhNG REMOVE CONCRETE WI.L a ` ;,Mt' ; F „ a, q Q - SEE STORM DRAINAGE TABLE cn 0 ( I PATTv . . t.; ' ® - CATCH BASIN - TRAPPED TYPE 2. MANHOLES SHOWN HEREON ARE TO CENTER OF ''ANHOt.E UD, _ NOT CENTER OF STRUCTURE. r , ,.�. ` I STORM DRAIN MANHOLE W LOT a �� ! � �.•' j ; ��f i�4, k R �, • - AREA DRAIN +• ,N �D _ UTILITY STATEMENT: O _ .ti •►,�- R OVE CON ROOF DRAIN THE UNUF_RGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING WAY -b- - FIRE HYDRANT / , . DRAWiNCS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE AIS �•• @EN �' '. jc'` L7 — FIRE DEPARTMENT CONNECTION SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT � �y ;4 w STRi�� / x 37, ;. i `' 9 _ WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGHWATER VALVE . 1 VE DECID S D 1 G a '` I ® — WATER METER (S)HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. � h .; 1 .."; `� ——-160'"' •,'i r�tx ' THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDEI`..,ROUND UTILITIES. ` ab -., `� vw �•-r'''te TYp (3),L.'' WATER SPIGOT 6 SPRINKLER VALVE UTILITY COMPANIES INCLUDE: VERIZON NW NATURAL Q o COMCAST CABLE COMM WSTREET LIGHT (COBRA ARM) , Q :. _.. it a. .. .: f ., ., :, ,.._;.•t ;J•r,J xri'lp(•�: J ':'J .( .F M1. :.'-U ' 1 LIJ ort A: +y- r ■- - ,4 + 6. . y, :�,. al .f- ry�,.•�4, � 'rti - Nr,�r J'f U;r 4ia ' t' _ 0 ELECTRICAL RISER x' ' :. t ,; ';•fr, �� .�-„•ti. - i', .:” r )fir .h•" t��1,( ■ - TELEPHONE RISER PTLD GENERAL ELECTRIC CITY OF TiGARD UTILITIES �� .�� . � h_: �- .`v��-• ',: :�; tarr,A, '! t,lr!-fir .K, t t' co ca iD `-i• •�,r e ,7,''� 'if Gtt:,0. '7. ,. k :,i.r i. 4.j i• -a.lL/1,�+i.�!i,. j .�.� :, rti {- CABLE TELEVISION RISER sywo1 LOT 7 a G t. • aP s:Y , .� ;. .� '��iu- � fq ',. 1, :{...•-; PARKING BUMPER +' N• -` HANDICAPPED ED PARKING SPACE WIN, r _ IT IS DECIDUOUS TREE DUE TO THE HAZARDOUS NATURE AND APPLICABLE OSHA REQUIREMENTS REGARDING CONFINED SPACES O WRG POLICY TO NOT SEND OUR FIELD STAFF INTO UTILITY MANHOLES TO RETRIEVE DEPTH AND SIZE t• z � #` r'' ' "� t ,; ' _ INFORMATION. THEREFORE, ANY ELEVATION INFORMATION SHOWN HEREON IS SUBJECT TO AN UNCERTAINTY IN CONIFEROUS TREE W ACCURACY OF PLUS OR MINUS 0.2' OR GREATER (DEPENDING ON DEPTH, SIZE, FLOW AND CONSTRUCTION OF ,� �'� "• �... �- • . � »...«- �,•• / �0 - BOLLARD MANHOLE). PIPE SIZES ARE ALSO SUBJECT TO AN UNCERTAINTY OF SIX INCHES OR MORE (DEPENDING ON ` —•---.--�.� «.,•«�, _ - e f� �+ DEPTH SIZE FLOW AND CONSTRUCTION OF MANHOLE). IF A HIGHER ACCURACY IS NEEDED THEN ADDITIONAL `••�� •' �••• �••�� •., �- — SIGN r • , �� .�__ •��• -o-e;a•s,l,�_ 1 r 7 yy � �, TIME, EQUIPMENT, AND PERSONNEL WILL BE REQUIRED TO GO INTO THE MANHOLE AND RETRIEVE THIS t".� — BENCH INFORMATION. ` orr+___y___ •.. •««•.....•.+.w~•~•. ~•~� �� ,, rti �a ablL 7 �^'J�. ;t�r �1 4 i, I'' �! I '•.. , / ''` ` �ti F. 1'y',i" '' - REMOVE DECIDUOUS TREE SANITARY SEWER TABLE: STORM DRAINAGE TABLE: MMMT NAW °� �''w ,-s i r �•u�r��arr�rr•rrrrr rr�r��r�rrrrrrrr.r' ' . SIGNS-•l ,y,� i1 +� ; jl r, V` (3:> SANITARY SEWER MANHOLE 1U STORM DRAIN MANHOLE 44 REMOVE CONIFEROUS TREE Lor s 4� 1 , r s t r, RIM-141.70 ' � 4�,�ri� '�t � i�� •��' � �� i''�' .'_,� ' RtM•"153.18 8" PVC (NE) 4" PVC (E) I 4 8" PVC (W) 4" PVC (W) ,.tl , ,i1 iN ,r, r 1• REMOVE HARD SCAPE 8" PVC (N) 2" STEEL (S) 1 8" PVC (S) 8" PVC (N) CENTERLINE OF CHANNEL=136.23' CENTERLINE CHANNEL-148.75 I + SANITARY SEWER MANHOLE STORM TRAPPED INLET h,• RIM-161.41' RiM=160.53' 1 ••« ni• -• 8" PVC (E) PIPE DIRECTION-(N) e" PVC (S) 3Q STORM TRAPPED INLET �— 8" PVC (N) RIM=158.82' �i 'F :.,, ;,•` CENTERLINE OF CHANNEL=149.37 PiPE DIRECTION-(N) I DATE. 00"17-M SANITARY SEWER MANHOLE4O STORM OUTFALL RiM-145.17' iE-140.40' i CHECK mw _ q I 4" PVC (SE) (dtA_wNeY its 8" PVC (S) 8" PVC (NW) CENTERLINE OF CHANNEL-139.04' �a�cr.• �as72a1 Q SANITARY SEWER MANHOLE M9 , 8 PVC (S) 8" PVC (N) 6 CENTERLINE OF CHANNEL-141.93' pT ® SANITARY SEWER MANHOLE ` RIM-162.58' EX. COND.� DEMO 8" PVC ( SE) 8" PVC N) CENTERLINE OF CHANNEL=144.32' cl OtNIIMf�/�U�AIMIIMUII ,, 771 i ..:-�, _....a... ,yl 1Mt' ,!k4Mpp na+!AK g6,ah' gm ......,_ , � ... + ....,.MN•Rw+f ,.,...,,.py.„ ., r• r}4.'.^Y^ :.aS[VA.:�. ':.yry.,.yW' ��ilYtn•W'. ',�'F- ' ' • 'AICs -.: .."'�'� 7 ,.v:t<:}tia -.s 4;.. . .. . . _ ,. ., .:.... - n..�,,r.,,.M,. '.:�.•,�,p�pr-rW►a'C1lA� ,.., _ '�ii(L'•�' 7 iYi` t. � - ._, .. 1T 1�' . i-I � � # � �• � �T� i-I � � I � 17 rl-r1�rl�"l I�►I i ' i` i►ib.� fill Fat Jillf 117,fill d I r r • n..,•.,.r•.r.......:.r.-.*•w-mr,.r.�.w.....+rw-+r•-.r.rr..r-< r .. . . < -.- .•. . :.•,u:-. .n..as,.••.oe^n-tea , .«m..•...i.w..,�•...w..a'e-�..-......,,.•e,.++si.ran,,,.,:..ar+m•-,r .w .. ,.,w.aYw.uh.lfi,�.+rM,+h-• +tx+�A'lYhatrY.w• µ '•..c:^wi„++a•r.rr.x ep. �uc...r•..•n,.-+w. Fta+•w.:.rw'sos .v.u• .t,aw.,Ywal�wMiwy' wh 1•�.':Wl'��Li.M'!'•Y..,",, tfl�", Y/W.Cl4V'�'IiW'.°!i•h,.�M.'Na _..� ,., .. .. FrF.. ,Han!�,r�'r�:. .. '.}�yy".. b,..✓ -..s '••"Uk."•.w.�+•' �•� MN+'d�.•'�' ..., yC ., •'Rt Yx,{is4 nb•.s Y.• sar•+r3r,1111'�e'•+A..HaM•�i-a�....a�' ... Myh 4 ry ^y, i I I f I pf l SY.�IL� 1 •■f0FO�pm_ i T J. EXPIRES: 06-30--05 10 0 10 U . EN z � - PROPOSED ASPHALT SURFACE r M - PROPOSED RAMP SURFACE - PROPOSED CONCRETE SURFACE MO z i► - HANDICAPPED PARKING SPACE J- - SIGN C 0 Ch y 0 Ild 6mCONMTAM AC I54 3 JRD UNIT O 0 / ,7 / ` D tl.D i / O nq (A�D 711 RD SE" CENTER PROPOSED WOOD DECK 3 70 2— SEE BUILDING PLANS 2-3 S701tY WDOD / PROPOSED WOOD STAIRS SEE BUILDING PLANS -0- AI / AF— ACS EXISTING BUILDING-/"I UILDING 7 00,110r,0000000PROPOSED PATIO CUCOSED 0 PROPOSED ® 4'x4'x4" CONC. PAD Q �! SEE MECHANICAL PLANS D Z � PRQUOSED WBU I RAMPYELLOW dN S LETTERING 27 LF OF PROPOSED S' WALKWAY PROPOSED BUILDING 01 ADDITION Y'! PROPOSED IC r ' . YELLOW ao STRIPING r PR6PMD AC LANDING PROPOSED 4 p µp CURD , SIDEWALK 4- AREA DRAIN W/ 3" PVC PIPE ® ..v PROPOSED TRUNCATED DOMES ° ROUTE PIPE HOLE IN CURB RU BLOCKOUT PROPOSED RAMP • •: ' • - EXISTING SIDEWALK . • ii PROPOSED AC PROPOSED TRASH � PROPOSED 4' SIDEWALK PRQ�CTNAAE PROPOSED C AND CURB I PROPOSED CURB MATCH EXrG DRIVEWAY PROPOSED CURB RAMP !� ® SEC71ON II PROPOSED TRUNCATED DOMES PROPOSED 5' CROSSWALK PROPOSED 4" I �I WHITE STRIPING SYMBOLS WHITE OLS D TRIPING I PROPOSED 7RUNCA70 DOMES 1 f ppppppppp ppppppppp ® -� I DATE: I CHECK I MA W B'# WR lid 0lz i ® — _ PRamcr•. LRsn5i hill PROP�O$ED ADA SIGN LOCATIONS II TIP 4 p—�p•� �w � � �w — � •`� � � •�� 3 p� 3 1 ijl &IT%9OCAGPOIhY ASSEMBLY �y SITE PLANT IIi : C2 . . °� • Ig ow '.• .. j'� - .r '.1. � .ZIEk@w'JP'SFhh["H!Pfw•Atit45'YMC@k, _ ,� a u :1 Hw►:.uw•MYw..cWr:.,,^.'v"'w`sw^ni•.`L. 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SE E CODE INFORMATION SHEET,AND OTHER PLAN AND DETAIN. \ '\/` •/\� `•� SHEETS FOR AC:CESS*ITY CONFORMANCE. 2 `� ( I i I 4. SEE SITE PLAN FOR EXIT DISCHARGE,PROPERTY LANE,PUBLIC � U / l _ WAY LOCATIONS,AND COURTYARD LAYOUT(WHERE OCCURS `. .�✓. �wV '"a " LEGEND — OCCUPANCY GROUP A-2 AREA /V� ^/ ^/�.^ ^./�/V� ✓`.� W�i`�, �/V�/ ✓�, \�^ V`✓�N' OCCUPAN(,"Y GROUP A 3 AREA �e ^00,� Nz� 720 NW Damfs SU*0 300 I °�/� �/`./��/�/�/�.^ �` /�. ^�• OCCUPANCY GROUP B AREA. c04DW Po*AA OR 97209 �• -- - -- C TeL 503.211.!111 (2� ROOM OCCUPANT LOAD(OR TOTAL FLOOR OCCUPANT T eL 03.21. 121 0 LOAD)PER K-CT)ON 1004. r 101^ EXIT SIGN WI INTEGRATED DIRECTKWAL ARM WHEM OCCURSI I I I I ^� "► SPACES WHERE 2 OE A REEVERY QUUIRED P CORRJDORSO N1101 M1. SEE ELECTRNf.AI.DRAWINGS.(WI POCHE INDICATING-OM TEXT SIDE OF SIGN.)SON'S SHOWN IN COMWO S ARE CEILING HUNG,rsSKM SHOWN ON WALL ARE WALL HLAIG. Q --001 HORIZONTAL EXIT AND EXIT EGRESS DIRECTION A — — -- w I — I — — — — — I I I '� •✓�/�/�/�/�/� D © �..�► REQUIRED EXIT APD EXIT EGRESS DIRECTION EQUP ACCUMULATPA NUMBER OF OCCUPANTS SERVED WITH �v EGRESS DIRECTION AT ARROW LOCATION.(DESIGNATED WHERE(2)MEANS OF EGRESS ARE REQUIRED PER TABLE NAPE OF EGRESS REQLW%ED(QUANTITY)(ONLY OESIONATED NAiERE(2)MEANS OF EGRESS ARE REQUIRED) I I CONSCILTANIR$ l I I I I y 61. UPPLR LEVEL CODE ANLL YSIS (PLAN a �► E �1L0' TOTAL UPPER LEVEL AREA•5.4608E TOTAL LPPER I&&OCCUPANT LOAD■103 ab V � at C) ca � >; a � O � •� 1 2 3 4 b ca 8 7 8 9 10 11 3 ® Z �o W i�N�.� �^ .�� ,n�V��iV,� �� ,�w` �� w�w�,^✓��, 1�' PMX4EcrANAIwE 112 I DATE: ft �n �� I �� ✓�ti�nn/�, ��,^✓��.i��., ^✓ten � �v�� bi�lNri cIr-cNc -- _ r — C �MAYBY. CO AIM ELEV.� fir SPRAWM FMK ECT.• 207037 I ( I I I 1 I .— i ' -- - ! -- ----- 4 of 31 - ----- -- Cl. LOWER LEVEL CODE ANALYSIS PLAN A001 W.vx: tom-a V-T TOTAL LOWER LEVEL AREA■VN 4F C 1 2 TOTAL LOWER LEVEL OCCUPANT LOAD■ 155 r a 4 SIIWOO imi /' �... .. '' ',. 'lr..'J.f:4�y,.,;. R:.yv.�s,: e.. w.- .. ,. '.^•^..._:• — j1....�'► �— SRC'•••.._.-. .._.._._.. - nMM" ,,:,u.h:. 1: Y{Yt'.Y,�p jr pm �t�1 Til 1�1 1�1 1111 • �d.�. ,. 1 , •r 4 + d' �� } " ` t r ,. ,•,rv.:,•».w"www.+�A•eru..aw.�•�Ys.......«.,..-�rra,s::+w.. .w�,n'-..st .rr,wn-sou. .' r ,'i.,....- ` '•'.YMawYW WIYrN1�.wry •�. e �w.lr�uerMlYre/�..,e�MPe+«.�«' ,:•e.:c••-rw: '.c•+e!raw.mudnnw. ..",.,Way.•.;.u;.r ,n, rv..r►awwrsMli...n A., _.-++[lt+:+.«-.�•.W�.:iiy»vra•::Mitr�: .-„i�,.+«+Nw�� .. �..�. ...•Mu«..tCQ'�'Y�..-w.WI�R,yy.Vt••w.•,j'�.nn.0 +O►...A4�..�1� •�.M+.VC.S��«• ....Y:,'N.I Y/NW.ti ..' ,tMV4YS”+ST.Vf.18Y.Ilai^'�4A{FVMO!�. '.r i.. 5' 1 'ED ARO EXISTING PARKING � H I • ( KEYNOTES ,��5�► OF 0 Q1D BUILDING ADDITION/NEW CONSTRUCTION V) O NEW r CONCRETE SIDEWALK ` i I • O WESTRIPE PAWING STALLS ti I <� NEW CONC CURB,SEE CIV x V STRIPE 17 X 3W LOADING ZONE,SEE CIVIL 4• I d O WOOD LOADING DOM a STARS WOOD RAMP a WTAL HANDRAILS '► I . SLOPE 1:12 d -�— • NEW WOOD STAIR i METAL Fi/WVRAII INSTALLED OVER • I EXISTING CONCRETE STAR 100 10 C.�— ° O REMAIN di3 ELECTRIC UTILITY PANEL AND METER TO ` ° ° REMA�►Nr 4 .d v I d ° ° d ° a INSTALL LIGHT POLES,SEE ELECT. 120 AW Davit v � ° Stine 300 ° J� v a W"FENCE TRASH ENCLOSURE W1 C AJPJ LINK GATE. P rda�, OR 91209 a° � SEE 82 a 63AA102. v d d S V Td 503.221.1121 a m SV 12 EXISTI NG3 BOLLARD TO REMAIN Fa L 503.221.2011 • 4 EXISTING FENCE TO REMAIN ° 1N HITCHING POST BICYCLE RACK SEE ANA102 RD �---� d v ° \ 1s3 ADA COMPLIANT SIGNAM RD D \ \ LEGEND A x 14 I \ EXISTING D —.— NEW cu TIGARD SENIOR CENTER �� oU KEYED NOTE $815 SW O'MARA \ --- WILDING OUTLINE "' z LL ( ( 2-3 STORY WOOD \ LIGHT POLE hm oamaLTANrs EXIST CON .PATIO \ c� \ DETECTABLE WARNING a SAFETY=6 O C 6 O RD \ CONCRETE SIDEWALK 'AM • 47 e \ NEW AC PAVEMENT 2 F1 "Ift • et,ILDM IloolnoN uj 0 1co ` V X V X 4•CONC.PAD FORf D 1 • Q a Z R A• • ��t` CZ 1 CONDENSER LINIT OVEORAVELat 7 102 \ SUS&kSE.GRADE AREA AS AWD. -�-� • tu 4 OW CONC.CURBI BENCH I \ RB —� y a At e4 Q ol 102 ( 0 SV W 4 4f G ' G 102 � 1Qs3 AVO"T IMiHI� 11 I 102 EXISTING PARKING I 1a 13 I X f I DATE. OR 17.07 O /, 10 � � � I 03 10 • 0 Car PW �oRAwweY� PWOXCrCT.• 2070.47 >xcnx � 15 15 15 15 _r4r I x A 101 C1. SITE PLAN SCALE: i•. ICT-V ��. � of .31 0 1 2 3 4 I jil ,.:. - .. +-u1N... _es. < uMr!<•".+..„„xr.t; .rr+,raYrR11 9t'JIIli1"IMSR. y' L u'• _ - • 1� tr,os'. 4 '�' � � � -ir s' , � � � • M , -• r... _- ' a� rMx yy�,.6. .dna « _ r -+rx od...,alraa,..+m .aMlwrnwr.,nr•I.r+, .ew.ml:, .. w++•urM.,w..w.r-Y.^ :,ra!x.. ..-.. •wKSs[wr.!..le. tasw.n+yw...,r.. nv,W,.atsfwrr� + .•,,,r .... wr..+N6ktliwM...f,.,ArUY..ieM:rw.- ,..u>rw.aum .rer `+ro..wrlWw..s,a.-.k .s!.x1Aw...t,:.e"•,,,.-•,..w -!I� 'etwr...,tlOMM 'J,.NN�r'.-.' .xJ.....:... •re*; z•'AthlM1MrMlw •M.iM..r r[ 11.1V" .,w FX'1.•'111' c.e.Mi�'",i .^rr,a1�FJ11iahi`90eMrttlaTr+• -.,_ n.rr+•4.MPM.:'::NW'.1�.wlr^, w°!1rWi..J"+' ++12T'wnOr'^w!w•vI +MoahiNrl•+'.iN, :. .e•+�+W+M•"111�...�'�J+1 ,.. -.`; ...^Ce.++v+:-.. .was-• _ ."•-...:,.7.srw+. . v .; r I KEYNOTESLo -j1, �'\ Q DUSTINIp CONCRETE STAIR TO REMAIN(BELOW NEW OF 0 4p % LOADW DOCK AND STAIRS) I REMOVE EXISTING SK)EWALX � d O NOT USED V7 ti I O REMOVE EXISTING WOOD RAMP AND METAL HANDRAIL • _ I O REMOVE EXISTING 2X WOOD LOADING DOCK SURFACE. EXISTING STRUCTURE BELOW TO REMAIN. �. IO K)"A IEXISTM WOOD STAIR-SAVE FOR RE-M .., 8r3TING DUMPSTER UyCATX)N ... • O RL"MOVE BE"S SANE FOR RELOCATION ° I FtbrMOVC CONCRETE PLAI+TERS.GAVE BENCHES FOR REL=ATION. • Ii0 rXgff*iG SOLLARD TO REMAIN ° 11 REMOVE POE OWNED LIGHT POLE 6 BASE.COORDINATE WI � d __ v POE-SEE ELECTRRICAL.SITE PLAN. 720 W Davis .mak jai G ° ° d v d 12 REMOVE EXISIM CONCRETE CURB.SEE CIVIL Smile 30 OR 97209 �. v I d REMOVE STRfWG 0 PARKM SrALLS Td 503.221.112'1 ° vNQT USED 4 Fa L 503.221.2077 4 V 14 A v dl \ d t6 v DUSTING BUILDING E1.E�TRIC UTiIJTY PANEL AND METER TO REMAIW SEE ELECTRICAL DRAWINGS Id --�, 06 REMOVE E)USTMq WOOD RAID v � R D0d \ 17 REMOVE EXISTING CONCRETE CURB AS RIC7D FOR NEW . d d \ TRASH ENcx.oslx*.SEE CMIL v RD. p a \ 1S EXISTING TREES-DEMO FOR f t-W 1RASH ENCLOSURE A 77/ \ tI REMOVE EXIITrM MiA"7110N SPRN KLER HEADS AND � \ ASSOCIATED BRANCH LINES.RE-INSTALL AT EDGE OF NEW \ SIDEWALK R ID LEGEND I \ --- w ,o tI TIGARD SENIOR CENTER \ EwsTINc; r — I 8815 SW O M AR A \ — — DEMOL.ITION hm CoNSuI.. mm w I � I � 2-3 STORY WOOD \ Q Im"YED Nm BUILDING OUTLINE 0 O L — LKW POLE I (\E c- -71. 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JU FIN.GRADE Moho UI MANATNON AT GATE IMT B2 TRASH ENCLOSURE SECTION 83. CANE BOLT DETAILS IM TRASH ENCLOSURE B4. CURB RAMP 1`• W SCALE &W•164r SCALE 1621'0 SCALE Iris B 1 1R'O.D.GALV.TOP RAIL,TYP 1f�j¢PLAN � � PROJECTNAAE R � 1 1IZ"O.D.GALV.HANDRAIL FO0IM FOR DIM CONCRETE WALKWAY � •e•e0°O°Oee•e•••••O°Oe0e0e•eOp•e o° p �o•° e 2'-0'DETECTABLE •:a:e°e°ee:•:e:e:e:e:e: fil o•:eo WARNING STRIP -- Ur'RAD.TYP.EACH SDE • • e • e • eeeooeoe • s HANDRAIL SUPPORT WELDED 3EJY.EiNT 1'DEEP TOP OF SUPPORT AT 6'-0"OC MAX AL TO PERT.GUARDRAIL � 4'WIDE WHITE 46' SEALANT FLUSH*hbP OF ( STRIPES AT IW O.C.AT CONCRETE. 1R°O.D.SUPPORT POSTSACCESSIBLE PARKING I 0 r-W O.C..MAX. N SIWES AND PASSENGER , -MOLDED EXPANSION NE LOADING ZOS L 1'x le PKXET 0 4"OC 1'RAD. L — 1R'x 1.O.D.GALV. BOTTOM RAIL ACCESM17Y SYMBOL SLOPE 1M':1'-0" CONCRETE CURB%WPER CITY OF L - _ ,•M DONT. a4m. 00.17.07 ELMA.ASTOCOA REGTS (1(1, T HIGH OVMI' ,+ "yy • — — — SEALANT TO 1'4EEP MIN. ON 3M'PLYrM000LETTERING) 0 ., !9PFlALT PAV940 •oo •. - = -=- - --"-=- - L pr�c PLO I , _ ^I o DRAWN BY.• e c �°0 (E)CONC.CURB �� • w -L1-I �0 0 -1 I I I PRQI:CT. 207097 '. P.T.rW STRINGERS.TYP .` SUPPORT POSTS WELDED BW TO IB"X r X UB"PLATE WI (NONE 0 L�ANDSCAPING.) • (4))r TNRU BOLTS ` " I POSITION ACCESSIBLE SIGN ON CENTER LINE OF PARKING SPACES,TYP CZ. EXTERIOR RAMP SECTION C3• PARK/NQ STRIPING C4. CURB AND WALK DETAIL A 102 SCALE: ,'e1'-0' SCALE: 1140*1'4r SCALE: 1' 1'40' 7 of 31 0 1 2 3 4 aww•,wiue�.w'we. « p Y ., y;•,, ..•pll,+unur:ewaark�i,!ar^^•.+tar:a +^;A'�'r«wwdr.,enrt „-, .- .,. .,e..;w.Na9W".Y Al � ` 'Jag.. .. ! • pq .1 r p 4 p�`�' ow S 01 t � 1 "I*v , ._ .,:., ..—.�.Li,.,,..,.w..Yw? , ..-. .,..... .r....'.....,..rmV•w•,..,..,.,at ..94Y +�rr+Mr•Iar1�1...:aa.,..rrreM..w..wlA..ir- _ ,. c<v^-. :Rr,IIW - -, _,, _.a:..,.,.,y,. ....Zlw.rw:r_-..-. e..gotw.."'wn�t+++l�...•-t-..a.,... _n o+ln. �a�currrrtraurMw��^wa«w.wwaRvMm •-�w' „> w+MMw�vu«uar..r.ww,e++...-.,...«.r.Y.+!n..-ra-s.-.MWl+1Mva'.T�voM.. +.+Ir,. .....RANltrR'-;MM.:.rfnrnxmrY^w, .•+eflAiaW.+dl:..."+�Swn,wn.a...^NrM:I.•'.�I�YII�IIRw+MI.If..4�ri..uw.w... .: �rr.A.:./Ut+aq.MwilLeiLL ::IWranM�llrL yy,- ,.,.gft!}M,�IpYry� I Jil t,.tr -IM. yC•-MW".. 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I / 1 I 0 III 1t Q I F1 r i O I I 0 F�-Jjji I , O O RELOCATE SWITCHES y 721 NW Da t LJ L I 15 6 f� kl 1' O DEMO ExISTING DOOR a FRAME Adte 300 O r � I I I ,b I I 13 J a�� (1 V— ---Q-- _ — O DEMO EXISTING WALLS AS SHOWN. Pord=d OR 97209 — -- L— — — -- — — — -----� — -- ---- _ — B TeL 503.221.1121 24 O $ $ 13 I _ - 1 O DEMO WALL FOR NEW OPENING. Fa. 303.221.2077 b I r 1 w (�/ t65Tr- I- � J NOT USED_ L J + �/ �--� T v c O DEMOLISH WYA)OW LOCATED APPROX. 1Y-V AFF I I11I / o I � I I I I I L J��. 13 10 DEMOLISH CEILING AS REQUIRED FOR _ — C PU A~WORK ABOVE I I I I I I I I I I I I I I 11 s/�,6 � t r = _ -1 I „ NDS usED 02 - - 11 I 1Z ! 1 117 ( I I I I I DEMO ALL PLLSOMrG FI)MIRE�IN THIS AMA A 1 I I I I I I L �Ji 6 8 LL 13 RELOCATE ELECTRICAL., 1 I \ 14 DEMO SLOPED ROOF THIS AREA. 14 16 1 I DEMO FLOOR DATER. E)N8TM ACOUSTIC,AL PARTITION TO IREMAIN-PROTECT 1 I I I I I I I I DLIRING CONSTRUCTION ACT'IVITES. 1 REMOVE AUTOMATIC DOOR OPENER MAT. CONSlX TAN>s 1e REMOVE PARTITION a REATTACH AT NEW 1 WALL LOCATION. I I I I I I I I O REMOVE LIGHT FIXTURE DEMOLISH COM L OISHWASHIER,DISPOSAL.AND O 80081'ER. .FIE - - -— - - -- - -- - - — - - - — - - - - — - - - --- - - - ---- REMOVE ALL REMAIN. AND SEFtVOKs EQUIPMENT I_ H000 TO REMAIN. I I I I I I I ! x O Q, N o REMOVE DRINKING FOUNTAIN � a � � J ELECTRIC.M.cm Cc DEMOLISH WM aUTTu FRAME,W REL�OCAM SEEUMBING FLOOR `� a 81. UPPER LEVEL DEMOLI T/C�N PLAN PLAN a DRAWwGs' ACIALE ,A'■1'-0" DEMOLISH EXISTw13 CABEWORlC CAP PLUMBING FOR � Z ML LE�` HTaN. Z Q O 1 2 3 4 5 8 7 810 Lm Z O KEYED NOTE � O y � � - — DEMOLITION O K so EXISTM{KR Q X10 $ LIGHT SWITCH TO BE DEMOLISHED �O OUTLET TO BE DEM(XLI5HED W O ♦ SPRNQ ER TO BE DEMOLISHED PENDANT FI IURE TO BE DEMOL&ED s � - ------ _ - WALL SCONCE TO BE DEMOLISHED I SUSPENDED LIGHT FIXTURE TO 8E DF.MOI.ISHED PRO�IECT MME 4 RECESSED CANNISTER TO BE DEMOLISHED r 10 b 1 �� AUTOMATIC DOOR OPENER BUTTON TO BE D80JSHED L 0 I I I I I I� I O KEYPAD SWITCH TO�DEMOLISHED 1 t? FM STROBE T'fi BE DEMOU$W.0 �- 1 O O aL 1 L? FIRE PULL TO 0:DOWLISHED L 22 UP DATE: 00.1707 O � I Q I I I I 1. -_ ------ — 1 1-rTr-=r— ' -- I oaAww B�:� co I 1 H 1111111 �,uzl�iliu � �o�cr.• zom;�7 LIS I I I I I I I A201D I I I I I I I I I N C1. LOWER LEVEL DENOLMON PLAN AGILE': 1/r• V0 ° ' : -.n,uw?:r•d,k'.++Ir+;La+'+kilkhPPAf'tlll+nP11l8NPyI1gIyWMIMt.&^101;.:Y;e},115 .c 1%-sh^ ehRRZ .. ( , •, :.� x r •, .: .. ...... }._, ! :.. n :.,,- :,. .,Rkr:'i. .,' gin• - .. ..,. • - -,.. -. ,- ':.: �. .. A, . : :: ., .R.I.Y. •' u. . : „. ". ,. .. . '$.. .r. .. _. h ft r t y i ...,. h n . ,.s ,,, , .. ,.:. 5. Vit. .:,5.. •:� e r , uml fill,finti �[ ,6 t h .E . , l: - a -.... .^iF19:J7 M".�✓5f:X:'E r r_.,,i'.rE.,4ii,P f d.r.K.�,r,h :7:v.... ..,.r ..;;. ,r,l::.,;: 4. H'# ,�' II :? . '• . .... _r,.rvw. ea tr .r.....>L.._.—.n,w,. - -+MY1wI1r14"!7!I - — 11IlIIrMAI r .. ' o::fR,4,A':(xi ". i+UIr.L•4W !fIM ..••• --^ •* MYwna..,....m.rw+.Mr+ .-..n..•+.•s,rr•.-,n .•+w+w-rw..ac, u.tlYs^o ::+.wo.+.*..m,•-..mn: me;e.ax•:wa.+wt.rl. •a '.r.•Jt+eanwl,+.n.wwx:w MulIr.WYr.MMdr*..-.Irws.-•..I,w .l4s rn.r.vt.w,.cri..wsa.iiL.+Ye. Iw+w+a.wsrwuru...w..,..rr.srw:Mc:o•....+r\..eK;.srle: 11 , r. �-'�k5 .:,rrAAlullM�. a. _ '•q7nl'�'an 6'M '+Pn►:q. s,^w.vtra•.,••wii►`,w.:Att'^wYs:wlYll'.,pw RUV+ecauei+,r.✓ 1 N a :5'A I Akr zoo i y i GENERAL NOTES OF 0t A ALL PLAN WAILS SNOW FRAMING ONLY UON.ALL DIMENSIONS R s T2 3 4 S 6 7 g 0 10 ARE TO FACE OF FINISH UON OR CENTER OF WINDOW OPENING,COLUMN,OR ORIF.EXTERIOR DW*ASKM ARE TO FACE OF FOUNDATNDW FACE OF FRIM�iW.DWNSK*A --- INDICATED AS'CLFM MINIMUM'ARE:TO Fac OF FINISH. 11r4r ,!p-0r " B All.DOOR OPENINGS PERI EN="TC A WALL ARE 5'TO THE WALL LION. y. 1 I lA faWAr:AL C SEE SHEET MM FOR STANDARD FIXTURE MOUNTING hEIOHTS �•. AND REQUIREMENTS UINN. KEY NOTES A INSPECT SUBFLOOR AT AREA BENEATH DISHWASHER n T , C :} ! 2 REPLACE DAMG"ASUBFOR LOh ��'�+ / � — t J2 (E)FIRE EXTINGUISHER TO REI►AAIN A AN rkWILL WALL TO MATCH EXWnING 720 NW Dovii _ N $ Silk 300 8 112' `._/ Kr-0EK SEE�A203 FOR HEAD DETAIL Padapid OR 97209 � CRAFM TeL 303.221.1121 ACTMTYAREA� ACMI"YARM - R4 O 518"C3 7 BD.OVER EXISTING WALL SHEATHING Fax 503.221.2077 b I I C4 1Y 1 N © MH-1 AA»P AND BROOM RACK t� A802 IAIY / O FRY REQ LF'T COLUMN COVER-SEE SPECIFICATIONS _ _ _ _ J LIP z TOILET PARTITIONS o I , O ENI;ASE COLUMN W/ONE LAVER%'GYP. LOWY AMNTORAG I I IP 1�� I - 9 " FLOOR PLAN LEGEND ELEV/ � ' 1 fSPRAvaDN - EXISTING PARnnt1N I I NEW PART1T1W MWALL.TYPE-SES.A201 it9�� ROOM NAME w ROOM NUMBER 101 EXISTING DOOR NUMBER 101 NEW DOOR NUMBEP OFD FLOOR DRAIN-SLOPE RESTROW Le=TO DRAIN /ly OA WINDOW TYPE-SEE SCHIEUDLE SHEET A203 � . N A Lu co0 '� INTERIOR ELEVATION c' — — --- — — -- — — — — -- — — — — — — — — — — Ex D x e xx xx � z a. G 46 X DETAIL IN DRAWING SET t Q �pLEVELFLOORX o B1. LOWER LFLPLAN - - � ENLARGE)PLAN IN DRAWING SET DILE- Or■1w L I I Q a� Q � l 5V GYPSUM BOARD WOOD STUD WALL TYPES LEGEND 1"W TO#40VOR WALL WOOD STUDS AT,8'O.C. � - (WOOD SHEATHM ADDED.(MERE _ - WALL INSULATION PROJECT MAW OCCURS.ATTACH SM PER STRUCT 518'GYPSUM BOARD WALL A SOUND ATTEPAIAT'ION NO. EXTERIOR WALL-TYPE SHEAR WALL SOUND BATT INSULATION WHERE LETTER INTERIOR WALL TYPE T NOME I OCCURS SEE WALL TYPE FOR FOR I W GYPSUM BOARD TYPE X THEROAAL INSULATION R GYPSUM B01►RD WOOD STUDS o,8'O.C. %ALOE AND T11 Z NESS ►! --- WA L 4 A MINIMUM TFpCIWN OF SOUND ATTENUATION 51S' I ® GREATER THAN F FROM PROPERTY R-,0 BATT INSULATION WOOD STUDS AT 18`O.C. LINE. WOOD STUD SIZE 1 11?STUD INSULATION l I INT RAA'tWALL LOAD-BEARING. ----- 6AB'GYPSUM BOARD ,/--W000 SHEATHING WHERE 2 2 x 9.112'STUD 3,lt' MR 51/2"STUD 5117' / OCCURS. SEE STRUCTURAL a 2 x 8 7 IW STUD T WOOD SHEATHING WHERE DRAWINGS FOR TYPE AND B 2 x 8 OTHER SEE WALL TYPE OCCURS.SEE STRUCTURAL NAILING 0 OTHER.SEE WALL TYPE I DRAWINGS FOR FOR LOCATIONS, DATE. 011t�f 7.077.07 TYPE AND NAILING SOUND BATT INSULATION WHERE AIR INFN.TRATION BARRIER FIRE RESISTANCE RATING WALL f=&FIM HEKW PLD OCCURS EXTERIOR SIDING SYSTEM N NON RATED EXTERIOR. SECTIONS L— I ,HOUR xSHAFT.SEE STRIA L DRAWN BY: co 2 2 HOUR a /� -5A'GYPSUM BOARD 4 4 HOUR P PARTW..8WPLAN= IaltOJECT• 207037 N00041M WAU2x4 OR 2x6 WOOD STUDS AT`Ir O.C.WI HORI7.ONTAL BRACING AT MID HEIGHT ___, ---SOUND BATT INSULATION WHERE OCCURS A201 CZ. INTERIOR WALL & PARTITION TYPES C3. EXTERIOR WALL TYPES C4. WALL TYPES LEGEND SCALE: 11/7'a 1'-0' BGII.E. 1 PT■11-0" SCALE: NTS 9 0f at C 2 3 , !,jljr'jTTTjT.,,;.,_.•. w...,nF.... >ca;.,:..0 - , .... ;aViRieu7SMA�' .• i..t�,< t�itv ^ M.NM4 .. • If • �. jT'It 17M' x Al 1 }t i Alp ' „ A .. v. r _ _s __ — __ iwWrw/W ram r+!T.rMI-rWsawrwro.. i � , ....5.....�+V.5:A4W.W.'.arll..4.,n.r...r;..r�,'a-,•..t.-C-,....... aMwwMN'f�:..VlAMM4rI11rtS:. -.'�.a...•+"'wriuF fM.'Y'*KAtilAm'1�. ^'ti u9S..-+r►„Stl1�.i1•....y+rl�CyrS.,.-...+�+-.+ w:��*'►. ,. ;H, p : ... ,r,,,.,�.. not rar•.a.�r.n•n./.1,Nilkr aw.-w..._,ww,+q..»..,:,,er.+-*-rF>•w r�>r..-..®�uoa:+s.+v.^+«.a..s....a ..�+.wr.r�rs^es..ri.w+.....w e.e .M1r�1{7w,n�►«roe*r w+ r�..f.+�+r+dww,...--ww... •. /wwlYr•.ro..+w-e+Neer+ils'.r►:m�+rMn:..aw�rAllric�•a.-nrr.sr.Ms MAAKa e�YrW ra+1.iYYA!•w.s.r 5M. Jtl+ .' 5 / '.+rAfAur+MMY.rte'*M:, r'•• fi JII 4� 'r jR { •sof AfAl 1 2 3 ; 5 6 7 8 0 10 11 H %� GENERAL NOTES OF 0 — ls A ALL PLAN WALLS SHOW FRAMING ONLY LOON.ALL DI ENSIGNS ARE TO FACE OF FINISH LION OR CENTER OF WIN" ' 1 E OPENING,,COLUMN.OR GRID.EXTERIOR DIMEIMIONS ARE TO FACE OF FOUNDATIOW FACE OF FRAI DIMENSIONS IAAICATED AS TARAR MINIMUM'ARE TO FACE OF FNIMH. ALL DOOR OPE NMKMS PERPENDICULAR TO A WALL ARE S TO 4 THE WALL LION. C SEE SMI:ET MOQ FOR STANDARD FIXTURE MOUNTING IEIOHTS --- AND REQUIREMENTS LION. �. -- - - _}- - T. FF KEY NOTES MEALS _ INSPECT SUER"AT AREA BENEATH 0{&IM1A%*& PWAOI �"1( I I �► 0 \ REPLACE M MAIM SUBFLOOR � - O (E)FM ExnNoLm iER To w-mAIN � � �- 4 ACYPY" I / A WOU WALL TO MATCH EXISTING 720 1NW laavid � � _ i I I _ t~17 eAl O CASED OPENING SW X 4'M,SEE STRUCTURAL FOR 720Soilit300 ID ( Ko" HEADER.SEE SHT,AM FOR HEAD DETAIL I r- -� L I .�� `-* 4�� '- --� Portes OR 97109 q- i I 6 lye'GV-BIS•OVER EXISTING,WALL SHE/DSO TeL 503.221.1121 unurr 0 4 - - -O ~ -- - - -- - - - Y I _ - - _- - - ---- - -- - 8 0 MH-1 MOP AND BROOM RACK Fa L 503.211.1077 RETAAL 63 O FRY REGLET COLUMN CIDIVI SEE SPECIFICATIONS � S .. j ...— _.._ .000' DIN \ O TOILET PARTITIONS Lamm I 7 O ENCASE COLUMN W/ONE LAYER%GYP. I A FLOOR PLAN LEGEND I I I I S _ L� k 1 KEYNOTE I 5 EXISTING,PARI fr4r _ VIEW PAR'TR10N r �~ milk A WALL TYPE•SEE AMI MR ROOM NAME TANM ' ROOM NUMBER OA I A Li Ar— N AL �A - 101 EXISTING DOOR NUI�R Al B 101 NEW DOLOR NUMBER 20 AS00 I I I I I I I T i C Or' FLOOR DRAIN-SLOPE RESTROOM FLOOR TO DRANN O T I B a OA WINDOW T VPt-SEE SC EUDLE SHEET A203 A92 '� T< W INTERIOR ELEVATION Q y • IV y�' � ZUA 4 X O x OETANL IN DRAWING,SET Z O WZ3 ° W � X ® �, - � O EMARM PLAN N DRAWING,SET h J H xx Q �'"' L J Bt. UPPER LEVEL. FLOOR PLAN � Z W s � w PRo"T NAI I I I L— L____ L_--_- I DATE 00.17.07 I !!P PLD I DRAWN BY. CD M PR+0.ECT.- 207037 A202 /p of 31 C 1 M 2 S M 4 _ all I$ ea wuMk.hift..w it _ — w; :;.:.>.. I • . P. Tn�1 T. r rj7 f kW,I . a , Allf Y . s '.K of 1 t¢i ". WYWW,+-.eW..ww•YAae.:.,•,,r w,..-MMS,MSI!r.,MA'A/uu'IYl'.Ilk".,h'•M.^'IIrirS,w./M / 4f1r a.11. .«, . ....,u. %w : • Tr ;T •....-..are•a:w. -..--n^ Mu.+++►+ r:a7+.rC:+w.+wlfYrWYK..ihtr%a-wr.v:,ra .aaWrlta.'-Mrn,wN.r+,-.•nr+e. lar,ryu.1tl.r.r,rs..arM.e. .,.•. +atlwcNlun ,. '.•v' .,t.: ... . 7, t }, M .I�rL'al�fwb , ,. a La '.. v.WO�Rw:. .. ., . ,i...,.,c.,;. . .. _ .. ..:'+1LfR.MMt7Fp'M'M�LfYMP.,,n,:«.r;r WMA\."-'++al 'fwWat'. •..:r'• ,nv$6 WOO,� .rc.:;�cAiawr' ,r twa. -- _c_.,. .. 'rYf; uM�k• .e4,,:. , �L OF 0 03 B3 _� A2oc� OUTSIDE FRAME DIM.` A2o3 aA204 A204 A204 AMI A200 SIM. SIM. TYP /// / // // n . AL -,n OL-1T L-1 OL-1T OT 4/0 Irlo I GOT GOT GOTIs Is Is 1 2 3 4 4 C3 \> <S> OC2 p a SINGLE/ TRANSOM SIDE LITE FRAMED A704 A2o4 AM�► AM AM PAIR OPENING Al WINDOW TYPES - - - _-- _ A& FRAME TYPES 720W&=4 Sidto 30e SCALE. UM••Y-0' SCALE. 1/4 •o' Pbrtlad 0R 97209 �• TeL ML221.1121 NOTES g• 6" Fac 503.221.2077 SCHEDULE 40 MAX MIN' MIN* 1. GLAZING FOR ALUMINUM STOREFRONT - t DIM�� WINDOW SYSTEMS IS TYPE GL-1 ° (Typ (INSULATED)TYPICAL. SAFETY GLAZING IS TYPE GL-1T WHERE NOTED. $ • 2. GLAZING IN EXTERIOR DOORS IS - TYPE 00T. A 3. GLAZING IN INTERIOR DOORS IS + TYPE GL-2T. SEE GLAZING PRODUCTS SCHEDULE IN .� . -� F L N H FG FLUSH LOUVER NARROW HALF FULL PANEL LITE LATE GLASS COMA.TAWS W-MXK SEE HEADER.SM$TR=, B3. DOOR TYPES SCALE: Me 1.0 ca w . L1� DOOR SCHEWLE _ V+i ca � Q OPENING R001ti1 DOOR OLAZINO HDWR LABELS DETAILS NOTES u Q f „- k No. Sino NAM►=, r". Typo M@WW FrAh T MftW FfnNh mw ftw Janrp SM o STS FRAME STEEL FRAME 10QA cAft _ _ 6 Q A 104 (E) Cbee1 _ — - ,Z O Zt tOG _ E Much o■ o u i06 (E) Er*y _ Coo ca t 107A Area 01 _ 106A _ ASN 02 _- 100 3r-0"xr4r Jan _13J4' F MVD T8 1 STL R 3 821A203 112 (E) Women _ 113 —(El— Men �-.-- - Q � � � O (E) 1 7 C�a' Q O 148 — _ ' 7 o Q 82. INTERIOR STEEL FRAME HEAD/JAMB 1 (E 5 Bl. INT. FR�4MED OPENING HEAD/JAMB ) c - _ W SCALE 3w1'411 SCALE: Jr 1I-r 11e (E) 80 0w 117 (E Elev/Mech 116 3'4rxr4r Unim 1314' F WD TS 1 STL P - • 02/A203 201A I PR T-n T-0" Lowy 1 M:' RO AL MFR 3 ST,- P OL-1T 1 IMA204 SIM Aub OLe— IM V x7rO E 13/4` FO AL MFR 3 STL P OL-tT 2 83IA204 SAN Aub Operator I I 204 3'-0 314 "xr4r ReW 1 ' FO WD TS 1 STL P GOT � 82/A203 206 (E) OMbe 7 PROCTAIAAE 207 __ EL 011ioe 7 --- — 208 (E) Mob 200 Y-nr-v— won" 13W F WD T'S 1 _ Sn P - 4 _82/A203 210 Y4rxT-0' Men 1314' F WD T8 1 gn P 4 WA203 I 214 3'4rxr4r Kkt.- 13W N STL P 4 STL P 0L-2T 6 81A203 door 216 E HOwery 216 E -- 218A E) MOW Prop Ana - 2188 T.VxT-0'_ MOW Ame 1 Y40 _ N STL P 1 STL P 0L-2T 3 WJA203 — 220 3-4 x7'-0" MKW Equip 1314' F WD TC 1 STL p - 3 BWA203 L-- - ST1 (E) l MNerbl� AL J1NMr rrn — -- TG -- T -Cber I DA TE., OLS+ 0bas,A► rlowdonOOMM TS Tram—pn' — -3teiMd _--_— MFR _ mwAAK6 rer WD Wbod I pC-pK- P Paint -- ---- 8Tl ARAl4M 8Y: PLD AbbsvrNb�M: HO Hold — - FW X*-zCT. 207037 8 8mom crxrlrol label br a m" T T WN for — FR 46 Flm reft MN I i n*pA a door rd*wmA203 _ INeAaIaN: 1 ! of 31 C w t 2 3 4 _ ow�reaiauM�rr..�. I . ...: 11 .. .. . .r.., ..,., i...r ,- .r.. . .,. . r_ . I:,,. •Y. :,.w1Kk1, _ -.—'r.."1�! +Yf�w.. r, . FT!jT% "I."I } ..A, -F. -lw• I - .4a, ll Jill 11wilgluillilli'llmill], 4_ y ". A .. - ,ryy..w ..,;:-.,.,,.fyi;!wC? 11►••?..,+irn-ngk+rR, ,. ...- ....wc—. .. - .aC �«..w...+arw.-..,..,,., 'W..rraVMWYHt.^cA•-w..-wNww!a.•m,u,rMa.a+KW' /.: .•.,4w ...1' Bn1t•'+MJrMIM' ..`..Rr,PA !Yr.w.ar-- •r. 's,..Se...tt.»,+r .a.rr..,yK;efcr.,easr..M-.,c.•rraeRlo:-r .oraa*.r...•i+w..wrrti+.w...s.vwwr...r,..w,Sew.,ow�wYw:.it- re•+.w.w,..'..s.rk,ra.lIk.IR:Ma.M►YNdN.A,,M.# .' : f„w'.,ra af:tfll.^ powwwW^°.:,T..+s-. �•,. ... . ,., r.s-+1R,nMwM°'w.. �+wwe.l+Ka ..., ,. +N --.K. ..n ta.- +•► _, .., ... �: ,4 4�I •'r,. q 0CS Ali v� u � Ir -� 12 10 rti CKNI BEYOND 8 ' • I I ' S III d % II, I 1 ' • lo 720 NW Avis I. INSTALL'TYVEK SKL APRON, S INBTAU.'TYVW AND WRAP ITYVEK'INSIDE Split 300 EXTEND TO CFJVER SL.L PLATE. OF A"OVER BILL PAN LEOS. NSTALL 5. NSTALL BOTTOM SHEET'TYVEK',SO 7. INSTALL PT VERTICAL FURRING STRIPS 10. W6TALL WOOD AAM TRIM PER Pordmiii OR 97209 `. WINDM PER MANUFACTURER'S TOP EDGE IS UNDER WINDOW SILL AND PER SECTIONS AND DETAILS. ELEVATIONS AND DETALB. 2. INSTALL(S)PIECE PVC SILL PAN WITH WSTRUCT1ON8,USING PRE-PUNCHED NAL. HOLES. UNDER'TYVEK°AT SU Ti SO3.21.20 A TURNED UP ENDS AT SILL PVC ADHESIVE 11. INSTALL SU TRIM OVER FURRIrK3 Fa>I� 503.21/.1071 MUST NOT CONTAMINATE ANY PART OF THE 4. WSTALL FULLY ADHERED FLEXIBLE d. CUT IYVEIC AS SHOWW TO EXPOSE •. INSTALL 2X WOOD HEAD TRIM STwo. � yyMpOr1,V qi WALL ASSEMBLY. MEMBRANE FLASHING AT HEAD,OVER WN�OW,CAULK LAP APRON OVER 'TYVEIC 12 INSTALL SOM PER ELEVATIONS, WINDOW FRAME FLANGE. EXTEND 10'PAST JAMB AND CAULK'IYVEIC TO WINDOW FLANGE'. EA('•H SLOE TYP. 9. !NS'fALL SLOPED MEAD F1�48HING WITH CAUIU(PER DETAL$. DRIP EDGE AND END DAMS. q AZ. WINDOW INSTALLATION ASEE A2.A204 FOR TYPp SEE FOR TYPCA PANEL s1o14'AIRING-SEE ELEVS WINDOW NEM ( EXTERIOR L WINtX7'N HEAD � XTE btRWINOOW - \ . fYP -� I ---. 3SPA^.E i PT FURRFURRINGFLASHINO,TYP q � INSTALLATION � �, INSTALLATION REQUIREMENTS. A 7 REOLIlIREMENTS. STRIPS MOW URE BARKER F`f:R r APE MWTURIE BARRIER_ WALL A8SE MtY TYPE. TAPE 5' �� _OR SEAL O FLASHING. PE 5' I TO FLASHING. OR SEAL TO FLASHING. ( I I - •; I COAIx T.wm - - SM WOOD JAMTRIM2' 314'AIRSPACE I PT FURRING rte`\ PT ) . - �-""`�_ .J ~ 'l-- STRIPS #r,,E/ � STRIPS BEYOND. --- ------BACKER ROD i 1R'SEALANT I SEE _ I iK° I �- PANEL 'SEE I .�---lr—� ATiOiNS NEL SIDIIING PT FURRING STRIPS BELOW SLL ELEVATIONS -y FIBERGLASS WINDOW SET IN �'� �" METAL HEAD TRIM FLASHING METAL HEAD TRIM FlASHN�G W/DRIP i TURNED DOM W/DRIP i TURNED DOWN d, ENDS. SLOPE AWAY FROM ENDS. SLOPE AWAY FROM M eU1LONo INTERIOR EXTERIOR .lrLDR'O � p � � I SEALANT INTERIOR EXTERIOR try N 318`NOM.BEAD WET , ob 3A'NOM.BEAD WET ,L L ti ti NAA NG FLAWsES TYP --1 p SEALANT®JAM i HEAD NAILING FLANGES.TYP 514 x 4 WOOD HEAD TRIM Sl4 x 4�tA�O HEM TRIM ftoft I P w O SEALANT BETWEEN DRYWALL ----ool�nMllaJB INIECT BC�N CONTINUOUS INSECT SCREEN � � O AND MO.WRAP "TYVEK'ROUGH OPENING FINISHSEALANT FIN8H SEALANT WRAP DEFLECTION HEAD INTERIOR � I STOREFRONT NERD FIBERGLASS WIrD(>•:oCie ORA21A204 FOR TYP CAL -- EXTERIOR WINDOW STOREFRONT DOOR ATWTALLATION IEQUWANENTS. SIM. Q O B1. TYP WINDOW JAMB BZ. - B3. TYP STOREFRONT HEAD B4. TYP WINDOW HEAD F` W p SCALE: 71 'GALE r i'4r I'ICALE: flIll SCALE: ref-V B � I ANEL SIDING-SEE ELEVB FRAME BEYOND EXTERIOR FACE OF SHEATHING I FIELD VFY.PROJECTION 1x PAINTED MDF � /V'QECT NME 3W AIR SPACE i PT FURRING _~� `� 1-1µ MAX --- AIR SEAL AND FINISH STRPS BARRIER-TAPE 30 LB FELT --- I I SEALANT I MONPUREi OR SEAL TO FLASHING. WEATHER STRIP FIBERGLASS WINDOW SET I EXTERIOR —IYVEK'ROUGH OPENING I ON SEGMENTED SHIM I WRAP. I E8NOLD SFT IN I I PVC SILL PAN WI M DAMS. -y BACKER R00 i 1/2'SEALANT FROM BED OF MASTIC LtWrIETE PAVEMENT OHM FROM S ED�SLOPE AWAY �— STOREFRONT WINDOW ( BACKER ROD i 17 SEALANT 1!4' SCHEDLI FLOORINGPT FUS STRIPS BELOW CAPTURE W TNREIIIHOLD 1'INSULATED GLAZING �►-FOR 25%OVERSIZE R , I f � FOR FRIC110N FIT, TYP I ALUMINUM STOREFRONT LQA11<: 1707 - q SYSTEM ON LEVELWQ . = 4 SHIM 1 17 x 17 l FLASHING WI DRIP oe G SILL APRON UNDER StL PAN L— PL.D `� C G 4 d SEALANT A8 RE(YD _- FLLXWW. OWLINM BY: PLD 1 4 a � ---- ---- 7 SEALANT i BACKER R00 514 W000 TRIM � 4 MOISTURE BARRIER PER .. a G ILYFIFA FLOOR b CONC 81L>EINALK, WALL TYPE.SET UNDER SILL PftCrIEGT. 20!7037 it I FINISH SEALANT SLOPE TO DRAW APRON 4 SEALANT •s —_ �--�� 314 AIPSPACE EN DRYWALL 4 Q ..1_.._ � _•________ —P�,idEl aIDIN(3-SEE ELEVS I PT FURRING t• 4 TRIPS LEYOND S - 4 ii INTERIOR •SEE A7!A204 FOR TYPIC�IL v 4 c -7_1 — — A a 4 __ _— i 'SM 4-FOR TYPICAL EXTERIG1t WINDOW C a -- - - - I 4 � `•• oLTEIIIOR WINDOW v I=) I I-III=-I I II I I--III a v INTERI EXTERIOR Irs'T'ALLATIDN A204 INSTALLATIONREOUNVEMENTS — -- '- -- — — •,I � REa1WE1IENrs. I, • A ,I I i;lI I I II I II I I II I II I I-I I I II 1 1 _RET,O C�1. TVP. RO�'VT JAMB C1 EXTERIOR ALUM. DO OR SILL C3 STOREFRONT WINDOW SILL C4. TYP WINDOWSILL T S SI 'a dGV.E: 3 1-0" AC.iLE: 3' 1-0' WALE: 3°■1'4' p < J�. f �I d "�••r�.47717 7-7-7,1 1'.," '^�'1 '_` I�,r. '.r , ' _ "%.P.'" • , r. ..+,: 1 1 la.. 1 •. J* . ' :,. .. ,�.,1.. 1 �., T 1 S 1 4. }{ f. .1. ( i�'t�T�1jT� �T T � T T� I�� Trq1�Tj I�f I j] I wrMwrlwrrrV.wli► :1 , * f, r y I % ' ' ; • •err 1 w n...�»err,.�wnee.. o.lr...e.ra.•.m.+l�r�w. ,.r -!►:-n... - ...r...,.... .- .. _ .. j y _ ...r...:; ,-��rl1.+yAWf�r«+w«la'rNr.M: "r :_. ., .. v,.�wn;.»._.,a7 c...- :m »^z+.�,awlru.,.Cak+o-rr.v./r«,L'u,.w'Ya1M�A.:rrrr�lf!1MI +�r1 ;.. ..., wt.pww,. m...r.-.w..ecow+a ar...-....�rr.rlw.... rvr.ms..�......,..rlirr.e+ ..w.,.rwt►+nrrrwn,,r. +�n.:.t�f_ .rn,ww°a.,a .w►. .rw.w.r w..,.w+.r .a.!w�Wlr t+.....laa.riarf.+l.,yds°YrrltllYr++swwer - ..elln.:•.wrra�+w!�M�Ir+/It. .«rx^.r,•++wl •a^�"'+'isa/'.a f1 syr ' III r. D 9 OF 40CS 11 (E)ROOF 1 � E „+2" E a+2- r• AT CUT E ROOF CUT UNE A CUT LINE — - .. �, .err�ru'rw.,..ir' «w;w+:br.+a. . :*� Lam' .. �r /. �/ •' O.F. C2 (E)ROOF ................ . :::.:: I ' 720 xwlb►b Sldte 300 . :'.... NC ATE: ROOF SPOT ELEV. ■W-1 1?A F.F. O,fD P OR 97209 :.'::.'......•........ .............. Tel. 503.221.1121 .............. . .... ......... .. b t... ........... ......:......... aac 503.221.2077 F 4 ^ C? 7• OCK................ fBULBJP T ROOFM ON .� TIIPEfkED I"IlN8U_ :+r . - - I - - A METAL BLDG.PAPERfNG ON (� E INSUIJITK>wl BAFFLE.TYP (2)x DWKMR HOLES T DIAMETER HOLES EA,JOIST SPACE,TYP EA_JOIST SPACE.TYP -METAL DRIP EDGE EAVE TW BY METAL FLASHING COh&XTANTS FKX*IW MFR D 'E-PAI GUTTER OUT Ni METAL ROOFING TO MATCH OOSTNO I IM CONTIrJUI" I C1 Z + SCREENED VENT I a 20 GA.PRE-PAINTED 20 GA.PPE PANTED -- FASCIA ON 1R'PLYWOOD e"! FASCIA ON 11r PLYWOOD � a �: `R E ,� ca 114% Z 2•CONTI�10U8 4'FIBER CAM BCREEI*D VENT 92 � O PRECAST CONCRETE AflO, W k Q 9PLASHBLO�( co ca VIC � 81. EAVE iE DETAIL BZ. DETAIL B3. PARTIAL ROOF PLAN 1 SCALE: 142"O'-0r SEE IMA FOR SW=. SCALE: 1 11Y■,'4r SEE 2,3186.1 FOR STRUCT. - - B � i" PROJECT~ D PREFNISHED CAP FLASHING �- METAL ROOFNG 1i —RAKE TRIM`BY METAL — _ I � ROOFING MFR PRE-FINISHED --- L TYP COULTER FLA£3HING �, �� 2X4 NAfIFR 4"FIBER CANT,TYP I OATS. _--` 00.17.OY W000 ------ — -� -- 20GA.IRM-PANTED Soap BUILT- SAWCUT(E)SIDING �FAACIA ON 1R"PLYWOOD -- TAPER IP RO NO Nl3 UL --� ABOVE NEW ROOF TAPERED RI010 INSULATION ORAIh1V 8Y. NT I I_FF_"T_VJ_T_T_Flfj I I I L_Lf 11 11 11 11 fflf fill LEDGER-SEE STRUCTURAL - --� PROJECT 207037 DRAWINGS w-N-ju sow 1 I -- Cl. RAKE DETAIL CZ. DETAIL C3. DETAIL C4, DETAIL SEE 41861 FOR sTRUCT SCALE: 1 1R'■1'4r SCALE: 1 1120■1'-W SCALE: 1 112"■1'-T SEE 6186.1 FOR STRUCT. SCALE: 1 112%1-W o*nWO�UWA.AMwUK - - -- ., .. v >. -.�. �.� ;r. :• 'i'tc�•ItF 4�-. tf qy>+r i,: .. ,.a i . � ",... ,,.,...k #� .., .. .. ', ., .:: a '.:. •..{ .: +.r.. -.e..,. .,. ..!'... , ..� ._ ION .. I TTiT. 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T T I i Vim• �71 r � �., . r +�> r � � "YGNd N•yi Wdl'A 3L'@/wA1..IR•ka✓ni0W141MM�C+JUh .'..: � • ' n.w rr•yr:.3S'wWl - M.�UM Er,'nM.MW .fru : +•�++ wm.i.+•s�.. w�:^as...,�+rw.,.«w.•a•�•wv,.c a'e•s�•+'. .�1..+••..�..,�y....AYa�I•r...haz.lY�rM.u'+ra.:�w.e<.rr �- 'a _. . -.a.-,.,,. ....e.,..,..ww.. sw'o1Q4ar+!`,.... ,...ew;...ryy1M -.—r,++gdn�ast�*.-+.MY'+'�yltlriwtrti�46�'.�'• �APP+101'a�.+'••'M1MWN'r�o-��,.•••+riu++++r�r�w.�.•.an.ti•gs+w::«n,,..,�.«r .e..R+.arY"Rrw�4..yr.a��.bM x+r+Ml{JG�.�M:el�ankwlM�kYtMRo+tlCl�W�Wrx•.wnwiwulwrr�a�+ramw.r'•nrrts�+e.�'�M'.tr[ gwq�.'.,}�i,'y1�1:•nr+r•.:W:•�`�Fr�lw�lrwr.IW1�11�.1 �•M. r11+�1�: irw�:•n.+wrMltle�t•�+aewMr: aa i� M1f� v 1•rra*•..�. .t'�•ll LY Y; �Y 1 h, fir; y , U �� i OF 00q 11 10 9 8 7 8 5 a 3 2 a 120 NW Daw SWM 300Y Pw*pi OR 91209 Tib 303.221.1121 Fa. 503.221.2011 EMMW LOUVER ------� A SEE MECwwICAL D GS A2. NORTH EXTERIOR ELEVATION SMM fir-1•4F A a A601 OONSULTNM 1 2 3 4 5 6 7 a 9 Tt82 Z Lu - - - - - - - --- --- - - - - - � � © DM ,� p MEMCS NEW WOOD STAIR _ B2. SOUTH EXTERIOR ELEVATION S P�QECTNAAE A 6 C D E E D C B A I _ L— — 1 �, 12 I 4 f \x-14 — I q,. n \ L OATS. 00.17.07 00/v, WTSHOMFOR 141\ CLARrTY�. CHECK 10 I _ - _ DMWNv 8Y: IVT,PLD - - - - - - - - - - - - -- - - - - - - --- PMECT•• 207097 .— -- —_ -- --. � 1.��. Y�Y� �rIM11�Y�11�WW�Y iY� �YI�iWIY1�11W` � . —. --. —• . —_ C1. WEST EXTERIOR ELEVATION C3. EAST EXTERIOR ELEVATION A401 .SALE. 1/a'• 1,-0" SCALE. 1/8"a V-0' f tI of 3 1 C 1 s j •'> 11 /low i AYnwrrwlwi' w sw ry�wr r..,u �.,w�ert �„ - ��MA+k ^UR09M.R ,.,ti -n,..-�tliar..�w r a.,ara+.••v:........t4-....ccr--;:._._. ..... .... .. _ _ -. ..., ...,.,a,,,�MYr..y14•rrc�M .,_. .....: - rr.;Y*...e,l. :: ,..•.;-,wsJ�.q'—""•4�'.w,11,^r;'rrW'Ya•Y+•i+ ,. ,......^ty._ .'iN; ^r,'.•.•ro.•aA•www.•rYrrx.arnwr+�.wa,.. �..snru.�..Orr+.�cJrw.ew+.w...wr+.+.r...��e,cz-.rc.....au,e'�r,an n.a,n.nvr+Msaratw'+tirM.[.Ml..a�w[.�...+•+.Ylw.....+ 'swwa.>►Y�sew...c•�.+...a.+.«ti,Alii.rr�*.+..++s,+�w.sows..at<:v+�lYsw.w.rw.ar.M1rR-+�w.•��.a1«t�.iee�xao aY�' '+wraw�YsnNloww+u•r .ibr+y4'�'S ,w:,,..'.:,. .•�,.u.wY�arde7l�hVtl r' f1�MYc• .•.wn�,�ti�sx.w�k*a��xgM�:'Wtt•^a';«wp.igY�++ '..f�i" ., .. '- - • ,1 T` J Af C D .. ... .....-.... ... ..".-.-.. ... A3rIt ...._•..__..r.w-.wMw•..r w.wr•.••.•r,r,.•...r.r r.r._Tr.-•,.�.w . .. w••! •,• _ s w:..-._ . ..- ..w"••r,•a••r"..• - - -.-- _.... _.r._w, - • a.•.�... w_. -..•,.w.wwwY w • •,!-, • .. ..- _ .. .. «.. •w,... •+w� w . .. • � � III OF d TE , 12 14 L JB2 a 84 -� �'• AM 19 I I C~ p T.O.RAN Vv SUPPLY DUCT,SEE ME';1. 1 �-- 720 N)hUavia SI&:100 --r= OR 97209 Pbrtla�d I T.o a TeL 503.22!.1121 4 Fac. 503.221.2077 CA AM4 id LARARYY -7b LOWY A � J � ! �, L �® — -� LOBBY LIBRARY SHELVING,O.F.C.I. let I ! I CONSUTAM -77 FM • . . 0 B2 LIBRARY SECTION cb ac�u� ur■>tw Waft NIX c M o Q C2 C3 00 1a-toy _ �— oPu O - KEY NOTES • . I . v I I � (D Q.C.TO FIELD VERIFY DIMENSIONS OF REMAINING STRUCTURE 18 CONC.FLOOR SLAB-(SEE STRUCTURAL) � PROArl 4AE AL Ir4r IN AREAS OF NEW WORK AND REPORT ANY DISCREPANCY WITH v TT..0'—PI,/�T'E WORKING DRAWINGS r O THE ARCHITECT PRIOR TO START OF 17 8"HIGH CONC.CURB NEW WORK is 5•GYP.BD.SHEATHING ON 2 X- FRAME WALL I 2 NOT USED l ,0 'ST GYP,BD.SHEATHM ON CEIUNO JOISTS �y O3 REMOVE EXISTING ROOF ASSEMBLY I 20 PRE-FMdISHEp STIMOMO SEAM rrETIIL HOOF T0 MATCH rL CUT S REMOVE PARTIAL EXISTING MIEr'AL ROOF UP TO FACE OF O EXISTING ROOF L 0 EXISTING BEAM ALONG GRID Ir •� �3 NOT USED REMOVE/REPLACE EXISTING CONC.FLOOR PER STRUCTURAL 21 I Lu Q DWG'S• O NOT USED T Z I y O REMOVE/REPLACE EXISTING ARCH WINDOW W/NEW d•4•MTL•• O NOT USED WFRAME GURSS DOOR S SIDE WINDOW. (REFER TO EXM ELEV.) I REM(WE/REPLACE EXISTING VERT.WOOD SVI NG W/W GYP.BD. O NOT USED LAATE; 0017.07 SHEATHING OVER FRAME WALL NOT USED ENMY EXISTING METAL ROOF t FRAMING NOT USED I CHECK — 2w 08 EXISTING HEADER BEAM TO REMAIN NOT USED I DRAWN 8Y NT,PLO 0 C2 1F 0 EXISTING UPPER SUB-F'LOOR Q NOT USED 11 EXISTING WALL �/ NOT USED PROVFCT.• ?070.97 12 EXISTING WINDOW O NOT USED • 13 NOT USED � 14 NOT USED • 16 NOT USED CZ. VESTIBULE SECTION A501 • : lir■ 1�-0' 15 of 31 C 1 2 3 4 o�w•�enu.�,�.wr . -. ... ... .. wtil,,.t,i.:i.+a^1.✓./w,'::',YI u+tlM..,..:1 Yr It"4"':'n NiYLiMt. ^:inThll•nI .4. `!,_,. ,p. i....:.,,,.Md•R. Na+huW LM n15 N '!'d..1 A• - .- —. • kyr X, da,•u., ,•rr., .w t+*- d W Y n i tk1ePMYJ1�AR' 9E'�k .... , � � R 3y:§ t 1 • cr . r ' �:. ,,...;...+,.rw,.,..Mn.s,.•�+w..u+..rw.ww .am....,.._.,....s:...,,•r,.,•w..n,.w.:-.•W,w... ..a.r..•,,..�.- - —'r.•��,s11YrewMar r.,�r..••.+,�•:•+wiluwsh+rra.•IIMrrMt'w'u.u+'•wrwr. ^�..rrw.rr-�iriw�caw•: • p��I�,.�u «wn.•n.xl4wrr>•.erwse...eaw �vr+nmswwrw• , �s•...sr,re.•.e _ -••v..,.i+ew r,w....:.y.. ,...:,,n.... y.w•.`,.,rR•.,.�,,... .... 'N,+iM .'n !'Af'.^M'•MMrIW '�tr,"+"M+M+. _. '•M+MA ..,,wn+l+ir'. 1�'W!1Sf1PJM'7N."JkaYb.4"n;..'eNY^.r V". � ' w•.IL NW�M�,'••irAn+MN1W'•SY.+;e�'•�.•+d•rti► 'r'.wr.v.+w.+a• a.+.wr7'.W.iv'.la,.,!'..'r r a c ' x ' e QED A,#o ` N • OF Ovq - SPICE RACK A COUMTERTOP STAINLESS STEEL SHELVING - -� STEAMER,OFCd ti n --- 6TAINLESS STEEL R 1VI G- 4 OPFI I --- — — ITEM KEY ITEM DESCRIPTIOW _ MANUFACTURER MODEL PLUMBING ELECTRICAL NOTES 4 I ! 1 18" METAL WM SHELVING METRO OR EQUAL 18 X 48, 74" �qr* OFOI 2 STARLESS STEEL TABLE WITH DUKE OR EQUAL 31-1-7121AOFO I I I4 /j _ 4 _ SHELF BELOW 313" X 72" OFOI OPENN� � i- 3 12" METAL WIRE SHELVING _- METRO OR EQUAL 12" DEEP 74" H;3H I I LENGTI�i AS SHOWN ON:?LAN I - 4 MOP SINK MUSTER OR EQUAL.----63N UURASTONE, 24 X 24 BASIN, H&C WATER, T ABS, - SCI W.600 SERVICE SINK FAUCET, PVC AND IRON PPE WITH A 48 COUNJTERS i S8 COU�lTERS 6 - _ - 63 ISD NOP HANGER STRAINER -- REFRIGERATCXt,OFCI SS rACED CASEWORK SS FACED DISHWASHER.OFCI 5 MOIL AND BUCXET STORAGE - - 720 NW Dovb 6 STACKED WASHER AND DRYER SPEEDOU'_EN CTSA7AWN OVERALL DMA: HRC WATER, WASTE WASHER: 120VMOHzAC OFCI Shite 300 _-- ------.---- -.-.-_- - ►uST To --- - A2. KITCHEN ELEVATIMPS Pbrtlo+rd !7R 9726,"75.2TH X 27"W X 2e"D _-.. ..._ DRYER: 240VSCALE 1N 1.0° Ii130 HrAG OUTSIDE � � 503.221.1121 - 1Ph. 30 AMP Far. 503.221.20" 4 7 STAINLESS STEEL CABINETS AND CUSTOM- - _ _ 8EE PLANS _ -_-_ - CFCI COUNTER. OPEN SHELVES ABOVE 8 MICROWAVE AMARA COMMERCIAL LD10MP, 1000 WATT, LIGHT DUTY - POWER: 1000W. 15A OFCI OR EQUAL 12.5"H X 21"W X 15.50D SOURCE: 120V, 6". SHELF AT NEMA 5-15 PLUG APPROX 45"AFF 9 _ __ OPEN SHELVES ABOVE EXITING METRO OR EQUAL - 18'DEEP - - � _ CFCI DOUBLE SIN(AND COUNTER .-- ._. _ _-- ...-...._..._-.._.. _. 10 REACH-N COMMERCIAL TRUE 49 CUBIC FEET - 1151/, 60Hz 1 Ph 15A, OFCI REFRIGERATOR NEMA 5-15 AM CASTORS A t1 FREEZER 49 CU FT TS-19F REAQ+IN 300 SERIES - 115V, M 1 Ph 15A, OFCI NL SS STEEL SHELVING 49 CU Fr ._ __._. — __ _ __. NEMA 5.20 —_. ..___._ AM CASTORS STAINLESS STEEI2DOOR 54.25"W X 29 6*0 X 78.!f H ----12 ROLL-N REFRIGERATOP 37 CU FT TRUE TR1RR1-'1S TR SERIES ROLL-IN 115V, 6" 1 Ph 150►, OFCI OFCI _ _ _ __ _._ _ ___-__. +4.�" DEPTH_ MICROWAVF,OF SOLID DOOR, 37 CU FT NEMA 5.15 35"W X34.S D X-84"--H _ FOR RAMP F 13 STAINLESS STEEL SRI: EWY OR EQUAL LR2521 HRC WATER. WASTE, - -_- ADD FAUCET W/ '3. CONSULT 8" DEEP W/SPRAYER 3.5" DRAIN OPENING. SPRAYER-SEE � PUJMBING I 14 SNGLF ')ONVECTION OVEN SOUTHBEND OR' %DUAL ESMOSC 208%', 6" OFCI 15 30 X 30 STAINLESS STEEL TABLE TBD - - C>FCI WITH DRAWER AND SHELF BELOW (E)DOUBLE SINK NE y 16 48" STOVE, GAS COOK TOP. __ U.S. RANGE. GARLAND PS-24G-4.26 PERFORMER S SERIES 3l4' NPT REAR GAS INLET 115V, Wt 1 Ph S Amps C�FCI COUNTERTOP ELECTRIC CONVECTION OVEN -^- -�-- 48". 4 BURNERS. 24 GRIDO:_c, 48"V11 ---- - - BELOW— x 32"D X 38:5H,585 Les- _ 131. KITCHEN ELEVATION y 17 NOT LASEDr SCALE: 1/4'■1'4r 18 EXISTING EAHAUST HOOD AND — EASTTNG -_ - - -- - - .__..._.._.- _- '------.--___ _._ ._.__ _. ___.._.._.__ ; M �L FRE SUPPRESSION SYSTEM uj_ 19 COUNTERTOP STEAMER SWTHBEND OR EQUAL EZ-3,j PAN, NO WATER - 208V. 6", 1Ph, 35 OFCI h CONNECTION, NO DRAIN REQUIRED, Amps 4"ADJUSTABLE , Z O 4 _ o as 16.5~Vv X 30.5"D X 25"H, 175 Les 20_ STARLESS STEEL SPICE RACK TBD ' ....._._ ..__ .__ _ CFCI ABOVE 21 CUSTOM STAINLESS STEEL CUSTOM _ 14 GALJGc STAINLESS STEEL - - CFCI COUWTE,R_ GEE PIANS _ I ! Z k 22 OPENING N COUNTER WITH CUSTOM lCr DIAM, SEE PIANS - - ri TRASH CAN BELOW - __..____..__.____.._ __.._ _ _.._- ---.--- _.._._._ _._ I y C� 23 SINSTARLESS STEEL SINK ELKAY OR FECXJAL WELDBIL.T SIrNGLF COMPARTMENT H!I,C 1/Y-14NPT - CFCI � I 1 �► toGLE WITH WALL MOUNT SPRAYER SCULLERY SNK_ _ _ 8"CENTERS FOR WALL SEE PLUMBING - 6' HIGH BACKSPLASH MCIIJNT FAUCET. LK940AT0912H COMMERCIAL 8"CENTERS FOR WALL FAUCET MOUNT SPRAYER, LK943C WALL MOUNT PREA14SE ' '(2)31/2"CgIC HOLE, WASTE 24 COMMERCIAL AUTOMATIC JACKSON LOWTEMP (HIGH TEMP AND VERIFY VERIFY OFCI ( 1 r- - � �s`°' � 1 � � 4j DISHWASHER WITH DISPOSAL BOOSTER NOT REQUIRED) 25 DRY RACK ABOVE TBD CFCI I I 10 L- -J B r 26 MOBILE DISH CALJDYS BELOW BY OWNER OFOI I Z l- --_ _ - .- __ _J I 12 A C COUNTER _ _ --- - L-_ 7 13 7 I I SERVING 27 PLASTIC LAMINATE CABINETS AND CUSTOM— SEE PLANS CFCs !MEALS ON WHEELS A2 0OLNTERTOP -- A°01 S 2f 28 STAINLESS STEEL 1-AND WASH ELKAY CR EQUAL LRAD1919 ADA COMPLIAINT HRC, 4" CENTERS, 110 - CFCI PREP AREA „ r-- SINK _ DRAIN, WASTE SEE PLUMBING 218 _ 11 ?.9 NOT LASED � _ OU �-� L 30 SERVING COUNTER WE - I TBC ._ - - -._..._ . - �I 14 -- - - 20 1 Cl31 SERVING COUNTER HOT WELLS TBD - - OFCI - - — --"y 7 1 11 t 32 REFRIGERATED DISPLAY CASE- TRUE�....__ - TC GR-X CURVED GLASS BAKERY 115V, 80Fiz 1 Ph 15A, OFCI _. . L''' .._ AN _. ..._. _ Yc�►N°E _._...._............._....._ NEMA 5.15 CUSTOM FEUD II- TRYI 37"W x 36..WD.X 4TH. to LBS 217 -- - LAMINATE I T'EMPLATE FOR 1 3 1 1 L J _ I I.--- VERFY VERIFY OFCI �d I 33 COMMERCIAL GARBAGE TBD _ _.._. -. _ -- -- _. _._._...._ _ _. - -- _ A001 - - - - - - _ - - _....�.....�. - - - . . - � I I KITCHEN L DISPO:',AL _ --- 34 VAPOR AOOD _ EXISTING _ . - _ _ _ _ -._._.._._.. _ .__._.._.�... _ . _.._. ..»... _.._- EASTING ELECTRICAL _..._..»........_........-- ° - J 1I 214 I (LQATE: _� 01117.07 _ __.. _. _ TO BEJb0- EDTC)A - A MANUAL SWITCH 1 35 PLASTIC LAMINATE CABINETS, CUSTOM_. . . _ SEE PLANS _ _ _ _ - _. _ _ '.. .. _ C3`CI a IIID 1l! 4- I l.__ m- STAINLESS STEEL COUNTERTOP, - -- UTILITY - - I - _ _ - -- - - - - - _r_ I MA*WW � _ AND S.S. TRAY RAk ON CINE SIDE 8 - — I 36 r OPENING IN WALL - - � :'�EE PLANS b ELEVATIONS ��— / Ar11 B 21 21 C�1 C 33 22 I � P'ROwIECT: ?07!137 i LEGEND OFOI (OWNER FURNISI�_D,OWNFJt INSTALLED) OFC1 (OWNER FURNISHED,CONTRACTOR INSTALLED) OWNER/VENDOR WILL POSITIONI,CONTRACTOR TO H000K4JP UTN.f11ES L- J -711 C FC2 (CONTRACTER FURNISHED,CON IRACTOR INSTALLED) � r N Cl. KITCHEN EQUIPMENT LISW C2. ENLARiC3ED KITCHEN PLAN SC UE. -,_ SCALE: 1/4'1'-0' 31 c1 tis "�*�! ., .. .. .. M"nr -»vtiN!gK^ ...•iVs+s,� r*mt„k+! .• ., ' „ .. .. . ,'... .,:,J':': `n:W..'.r r .• ;,.:..Ni.`..Y.--'t�` yN�� .. .. vim... .. - .. i ekiYh aRw'� 1,:9:;et :'P+e i�fti'G e+,'. r 6£1'';,'x: Ar Pei P 3 ' "^ .•11YaP Vllw nYM.. ii . ...e7ti+,r•S •ir"Iw"`y ' " ., ".. ... .G r..6.. a. •• _ �' ax•..,.......,..•,w+G,..w:.«,+ur.."..«....►.....+...nw.n...w•. .+-..,._ _,.- ,. .>. :•.•..., -.,..<..,.a,..... .,n. - _-- wrswlw.;e• ,.aw. .>>--.,..,.wvar.»-w•F.+.s�M4.w.:.,..a...,w.r.—...:r.w�o..wsyrW •rtr =+mac :,,-aw,.eeewrr!ifilMMarM ..n".�...,,. w+snrtinNa vsk^Ayttllli ...0.,.. .. arc .ter•..-,.aeL.. _ YC....aC s.. !_. .n-•._. .�. "W'»tr�nwem."rwr;..,...---aw.. •Atr+�lEx!'e•wNrnsyr.r.+: +re Mrq+l�:.ee.•s�+ ' gip, ,t. 4 F �1 y. :l. yyf,t 9 O0��CS F MNRRoIs(MOUNT FLUBH wd TILE) 64 A PLASTIC LAMINATE COUNTERTOP OVO 314'$!r'B6TRATE.PLASTIC LAMM ATE AT ALL EXPOSED SURFACES a EDGES. TILE SACKSPLASH N► NAPKWTAMPON VENDOR TOWEL DISPENM 1 NTV 3('MIN.CLEAR a(10 81.=-10140-BACK a TPD PTD 1 O BE SES IN WALL o OAR MIRROR OAT uTLm C MOUNTEDMDHAM TMORE {{�� ¢ "'--2%4 LEDGER-BACK a SM .. MR HOOK THAN 4,r AFF FOR L� uNOERMouKI•sMkl( ra' � r.or � o` HK �' URN � ACCESSIBLE INiArAL ,r � TPD h 12 h T>LE 720 AW Davis LAVATORY O LAV SWk 300 oot R i_ I M ANGLE SUPPORT CONT. OR 91209RIM �. --`�► _ _ CLEARANCE TeL 503.221.1121 b -- -- � ■ACI(TEAT PFVXW WRAP 0 FoL 503.221.2077 Lac—�I�-=- -- EXPOS'°'PIPM n cLR PROVIDE AM REQUIRED �INA TOE r TO 1llr HEATAKW SLEEVE Q ABLE To"T 10R.ETAQw1 f"w"� MOM EXPOSED PIPE Al. STANDARD MOUNTING HEIGHTS At SECTION THRU VANITY SCALE: W444141r SCALE: 16811-c A O O I I TPD?WD-1 -TP 6mCQVMTAM_ A y I � Z A eM! -1(0) w � y � W V p a B a o B \ I 0Z I1, A B, q MRi-S —80.1 0 / o ` �for D co I / T•3 T-3 I i .., WOMEN A �j O 0 ir \\ I \—T-1 M � 6 T S T-1 T-1 T-1 T-1 A N -IPD15CD00.1 MOM) C D N N I TPOifeMI(MEN) LIE 11111111111111111111 44 B1. W(WEN 209 ELEVATION (MEN 208 SIM) 84. ENLARGED UPPER LEVEL RESTROOM PLAN PRQMTWALM V4W.W SCALE: WOW* NAME t t t t " t 8 l O � t A ( DATE. 0017.07 MR-2 SD-1 AWN BY. CD -1 -PL-3 PL-3 \\ PL-3 F 1 F D g I PRQ/ECT,• 207037 PL-3 �..,. o-• N A `0`\ CUNISEX 118 -- -- -- g Ile lu A A c avE B LTPDWa%%V-iEC D n " s N .r 2 C2.UNISEX RESTROOM 118 LqEN113j WOMEN 112 IN C4. UNISEX RESTROO N' PLAN SCALE: IM%i-W SCALE: 14"'4r 17 of 31 C 1 Z 3 4 _ e.rw�,inuM�M.s K .' sl :.0 1 ',-x -• .,,.,,....rG.,i:, w•w:: ', ., 'aul .. •yptrnm,m'N'^N`n.-..«anx!cev'>n,k+e++rrn.,A:a'4'.wrt.Kln.ry ..w ..,,r ,ry Rw,-r ,�. •'7�Y' I I Tj1j1-j-q1jjjj T1111glif IT • �' 1� ,j':ti; Y°,�<�t�.1 rte I.. • • �, A �".l�:A'!t!'?k471dMr'nv'xfi ."' !•Mrb ^.z Adr r: ..i ..., �.. r1 ,.I, .it ... , ,,,..( ..... : .r 1..•,,7 ... '.. :; 1 Yr (( r Mf lr;=.� r.i......., .. ...�.. Ir .. .. , .r`7 .MrIrMM�Yt xriyv. .. rwr.'11111Mb ,kAP•1!aw. .,.t rn. •nR •.. .;.-:..s,.x w, wa,Y.k '/•'.0'wM c.. `G]."+MY."'rMw .w ae.•F10w+1bL A.1 +."1^+�•." '. 3^1�',�'1�.. r..,,3.:r.,,a,..,am•« r~•++ /e .+ +i*- .e.. ..-..x'av i•' loft-,,a1..Haww.,ra...t ,,.+ansa::m':Mo�Mto»w..•u...;,yt.+rLtMlrc.rwau,r'MiMo1 >r fir, ,`.. "i".n..ra..+w+-rr ..w....r..+•.w+..rwnr.at++man«WY+.a..,r-*.rsrwer.,+rr:, 'v........,rw-..,..•y .<.-,ax...•..,e..v,.a. .. ...r+.,,-r.-tr, ar..ao':...:..r...wwsev-.al/ou+lev».rnMMr¢> .•. nlDari►.ylMn++r.M•Mwr<:-wa. •+•Nt.e....M.,_.......v: t.-,,..rw1...:w..wlr�r..«.. :.snrMMY .yowreirw.al:lrrr.3lr,aM a +,alarMrWM�!^. 'd�w..lR .. ...tom . - YI p{. R:y 1 ,a, ,a us, �r r a D 03 OF 00 a wow mpxn.& SEE —F—77\� OPEN o� — 720 NWD * To To _ �`- _ _ _ _ =r ._ SwWe 300 71 Pbwa@4 OA 9720 �. TeL 503.221.1121 i y Ilk 11 Fa. 503121.2011 b T•4,l� 1 1 SOOIC$FIELVES,OFCI 117--v VEW,OFCI fi�1 VES,Ma D -T4j A B C Al. LIBRARY ELEVATION WCALE: Uraf4 r COMXTM W I � FP.#A*LM FPAMEI.UA LL O y i9Lp GLAe3 W iom GLOM D"w L= D"wr LACK RETAIL p► Z � . � 01 SW D 43 000 o W r, e � q A a A3 M Q w n � � C�O Z r� B3. ENLARGED RETAIL/RECEPT 7ON 1 B1. RETAIL/ TION ELEVATIONS' W WCM& U"W4 r _ WALE: s 1� DA � �o►�E+crnw� t t t i t CHECK - PMECT° 207037 i � --------PL-Z RLa 01 G --Fw1 mm CA MA,MCI G e4 e8 F&I A603 C1. ACUVow TY ROOM ELEVA7 ON CZ. SERVING AREA ELEVATION SCALE: 1a•=r-V MALE: v4'aNr `$ Df � c + 2 a 4 F ;Lx •,.J • At • � • 1►. ,tuy.'•4 N .M reswwNM'sw.YYx•i k .,.•- .rwrt' MAW �a.n arnaa..arr.,«w+ne.vn, ae. ,. ,,....,, -.rte ..vim+suw..� •.w a.;aa.�c w '-++ «»+i#.�i'711.*•rl. 11prb+��r.x�. .. �...-ubw.orrr-w+ran•w wwe+vr�• ... .ea-r.nnrrr+..Mawr.�- Y..r..++r.....s.».n.m u,e�esrra,..o a.rpwr.ve.wa�e�rw,+�t�r...s:.nti.cwws�*a.r.w+.e.w., •..rw..:. «w...n�wrr. '., .,....,..dr.i�airwwr.w.w..v .�.r�r.w.rs wF.wrsu•r•w.n..resrtaawww.�e wsr, t awl 1 I 1'- r d nJ r. D App Live � r 01 3 � OF 006 �O — r r-r SOLID SURFACE •OUNTERTOP OVER%•SUBSTRATE SOLIDOF ~ SURFACE AT ALL EXPOSED SURFACES a EDGES 4 0 0 4• 4•MAX .,, ° CONCEALED ANGLE BOX COUNTER SUPPORT- A 3r O.C.MAX. n n —RECESSED U-CHANNEL TRACK FOR SLOW OLAW DOORS 720 NR'Davrr Sidm 300 o BASE BOTH SNDEB, Pmtim4 OR 97209 SEE aBeATION TeL 503.221.1121 Fac. 503.221.2077 d O 0 -----TQ- - - } ft A4. RETAIU RECEPTION DESK DETAIL SCALE: 1 u2•-1•4r A CLEAR SILXX) E CA=AT SEAM -1' (TYP) a CHROME ADA COMPLIANT FAUCET STQNLESS STEEL ACCESSIBLE IUTCHEN SMI(-VW COIrSU.TAM PLASTIC LAMINATE COUNTERTOP a SPLASH(SEE ELEVATION) SOUND ABSORBING UNDER-COATING OVER 314"SUBSTRATE.KAST•IC LAMINATE AT ALL EXPOSED k PLASTIC LAMINATE COUNTERTOP a • SURFACES 3 EDGES. SPLASH(SEE ELEVATION)OVER 311" SUBSTRATE PLASTIC LAMINATE AT All EXPOSED SURFACES&EDGES. Z DOUG MOCIETr. BAR PULL OP540 PULLS: DOUG MOCKETT, BAR PULL DP540 REMOVABLE BASE T \, DOORS AND BASE WJ FULLY C:ONCEUM EUROPEAN KNGE;P.Wil!LOTH sIDE1!a ALL a � ADJUSTABLE SHELF,TYPICAL `_ EDGES OF DOORS a EXPO M AREAIL � ® � N \ MI HEAT-PROOF N.WIDTH CLEARANLX AT S*K-3V Ny Q WWI& . E. O / REMOVABLE BOTTOM PIPING ,/ SHELF a BASE '0 uj . 1 RUBBER o SEE INTERIOR ELEVS FOR FACE TO CABINET>hDTM 8 FINISH OF ALL EDGES OF DOORS Q it � 0 0 ca ® cam --BASE,SEE ELEVATIONS CONTINUE FLOOR FINISH Q L UNDER CABINET SINK 0: 10 SEE FLOOR FINISAHPUNS oZt 213. DOOR BASE B4. CASEWORK DETAIL 1�-I SCALE: ,'ti1-0i' SCALE: 1'r O PLASTIC LAMINATE COUNTERTOP a SPLASH(SEF ELEVATION) I OVER 304"SUBSTRATE.PLASTIC LAMINATE AT ALL EXPOSED � • SURFACES i EDGES. L I -- ------- PULLS: DOUG MoacEnr, I�.—.�.. - - - - - - - BAR PULL DP540 I DATE: 00.17.07 - - - IIIELJWNNE DRAWER CHECK - _�__�__ NTERKq.ALL SIDES NI BOTTOM(TYF) LEA BY.• CD -1x2 CROSS BAR SEE Mi TERIOR ELEVS FOR FACE _ PROJECT- 207037 ' a FINISH OF ALL EDGES OF DOORS STEEL ACCURIDE FULL EXTENSION ALL - - - - - STEEL BALL BEARING GLIDE DRAWER SYSTEM,TYR BASE,SEE ELEVATIONS A 604 C4. DM WLR BASE SCALD: 1%1'4r I of 31 cZ 4 41111 1,11 7 wr+n+x.b.,wr,...:ww•................. r.-.•,....ua.rw •wr+�r... l:.rr.•a...,rr•+e+IR,n�Mtf.�..r.w.w.rww.....r.o• �. �l .,. .gin.•.. - .... ,w •+.w .,.-"...,,.,it,.w,�.;,..yfify:. asu ::.•,�'illf�n « ,w._yy.. ..is, M-+N.w.a- tae ,e "'' c.A^xw�..u.a....sYsrin.�r.*.s+.«•awe..a:w:. .Wmst..�....,Ire,,eawilo..W-wri..,-.Mai..r.�rfJr+wav+..+AYns.r+:.cr.....w...+.�.raL.�Y1.,MNarw..�.wrrrv.0,.-.s. w �.. ....rt.,.er",.w.+w•.rMsaMRI++.+w`!�f..�wul"arVr.,.111.7Fa.r•A.•..:,•ww• 1rRr,a: �A.i.M:�,rM�MA11N�•, Wl1 +Hlrew+raahaa•y.•.. 35t+P',. - .w�,G:s'.-.��<es�.- ^•. .. •.....a• +'" ••,. ... ,,•.: I�rI BD A C' 1 z 3 4 5 e e 10 11 GENERAL NOTES f' �0 OF 1. DIMENSIONS ARE TO FACE OF FUSHED SURFACE. • I I I I I I I I ti _ - + — + �'�-;,'� KEYNOTES ` `'` O PATCH AND REPAIR EXOS'W CEILING OR REPLACE A WIITH NEW TO MATCH EXISTWO O 0 OO 1 \ 0 0 0 0 0 �! o0 0 ' I 720 NW Davis - - Ue 300 — _ -- — _ - CEILING 6 ELECTRICAL LEGEND Pordan4, OR 97209 + - + - + - - _ + –— — - — - — -- — — I — OR GENERAL NOTES,SPEC*1CATIWCONS,MECHAL. Tse 503.221.1121 4 L–0 10– 1 \ AND ELECTRIM PUM FOR ADDrnONAL INFORMATIIN. Fm.503.221.2077 �1 ° Ilow 1% ° ° YP NEW GW.BOARD CEILING ° — — — — — — — — — — — — — --- -- C EXISTING GYP.BOARD cEILxNG • RECESSED FLUORESCENT CANNISTER A :,; : :::;':,';;w :: ;: ;';;; e EXISTING RECESSED FLUORESCENT CANNISTER * ♦ :: �- EXISTING TRACK UGHT FIXTURES O EXISTING SUSPENDED FLUORESCENT LIGHT FD(TURE I I I I I I I — I "' ••"' EXI8TING CEILING FAN .•:viii• COMULTANTS a';:;•: :','';:t'cr, E)UTM SURFACE MOUNTED FLUORESCENT LIGHT NEW SURFACE MOUNTED FLUC)REAMff UOIR FOCRNiE " EXIISTIING WALL SCONCE Z EXISTING PENDANT Mff - -- _. _ 1 _ —. - - - - - - - - - - -- - -- - - - - - - _ E I I I I I I 0 EXISTING EXI &W FAN ® ®+ EXISTING EXIT SIGN Z Q J � �; (y B1. UPPER LEVEL REFLECTED C TRACE LIGHT FDcnJREs � � caEILING PLAN .11 PENDAM LIGHT FDCnIRE oz g Q , t INTERIOR WALL SCONCE � � ujO 1 2 3 4 5 8 7 8 9 10 11 EXTERIOR WALL SCDINCE W Z J Q O DRAW FAN Vill +. R 00+ EXIT SIGNS(WI INTEGRAL ARROW WHERE OCCURS) EXISTING CEILING HEIGHT AFF O Q• W 10' CEL.ING HEIGHT AFF W _1 P-1 FMNSH CODE ot '" + + + � s � � + P �. PRQMT NAA O O O O ; O O O �O O O + II I' I I I I 0 0 I o o I o 0 0 0 0IM a rn — 0 0 0 0 0 0 0 0 0 0 . 1_ — Typ I GATE: 00.17.07 ® O I I I I I + I I LOMEC� — ( DRAWN 8Y.• Co PROJECT. 207037 I I I I I I I A701I I I I I I N C1. LOWER LEVEL REFLECTED CEILING PLAN Br.": fAr* 1'-V C 1 0 3 4mill _ a.w.. .�,,r.•..a * . .. . .1. anaat• . ..,;.... ., '#^,;, •' •�:mi�r++fihrm; " yR"�T*M" � „w. .. , f 1TI �T 9 I`11 r 1 rm r Till] ITI rT r 1)1 111 • �,r , 2 r11 oil 10111111 In 1111 11;r11116 1111 111111 Lf a 49 r .. rrt•ad.MGy.eYr-. rwiMn ..sf ...iy,. ..4. «.;.._ •xt«rmw... .....o.nrwa.. ... :s'W:nr. n,'-.•'r... ..,..,. _wrt..., a►. .r. .. •'•..... .. .'.^,,.,Ay,-„-_«ti....".,.... «....:.... ...... ...Mr.,,,.rrtl .l.`++w......•.w+rrr.rr.,.,.n, .arc+.ru.aw,•..:_.,e.w+.:,rv.•.,.rrY '+ ..•..•.ew+r .rNAyJnI�YIn+.wr-,:*M.w ,y�cM.,,w,:.r.r-.u' v`raln wawas•r.-'.11�M6;w1 ,• /►.Talarr is J"9. ., w,.o..w.w\ .w.w,: . , r Yf,a f,sll R 9 1 ' N • GENERAL NOTES 1 2 3 4 5 8 7 010 11 t. DWAuONS ARE TO FACE OF FINISHED WAIL.. 44OF 0� Z.NOTIFY ARCHtrECT Of,ANY DISCRf1'AWIES, BETWEEN DRAWINGS AND 817E CONDTITON8. r &PROVIDE IuAWER TRANSaKM AT ALL CHANlM IN FLOORING MA POLOS.TSO MATCHMATE.RUBBERACCES 'r n - I 4.REPAIRI REFINISH ANY DAMAGE TO EXISTING FINISH SURFACES W IMPROVEMENT CAUSED BY pe I _ _ CONSTRUCTION OPERATIONS. MATCH EXWING TEXTURE AT ALL NEW WALLS. -- ORIM OFFICE d.BEE INTERIOR F**IH LEGEND AND INTERIOR F1hMSH w AV SCHEDULE FOR ADDITIONAL INFORMATION. q SbRVNiO MEALSN MWEL .,�n ( n ?le m I I I t / I � / � I - — •. ACnv l 211 00 3 PANTRY (T)f \ *MR" � y , „ 2w AV KEYNOTES 72o 00 ®® SNNit�e 3 O REFINISHME EXISTING WOOD FLOOR TO SALEVEL As Patlal#d OR A7209 - - �- t B NEW Ii F NLRH ALL.SEE SPECIFICATIONS. TeL 303.221.1121 UmI1v 1 -- -- — --- -- — — — Fac 303.221.2017 4 AURA no „ML,,",, I I I FINISH PLAN LEGEND KEYED NOTE LOWY Rt WALL FNNSH TYPE 201 i I ® FLOOR FINISH TYPE A ENTW � ( COAIStX.TAA�TS LMRARI° I I I I I I I I I it I I I I I I to � co w0y � � V c* i0C OC ® w B1. UPPER LS LEVEL FINISH PLAN p � S � � acme w- rw ,1 w Z 't r y 1 4 3 4 5 8 7 9 9 10 coo � 4 I MOUECTNAME I ® I IWOMEN I I I I l WOASV CRAFTS COAPUTERSl ACTINTYAREA Irt ACTMTY AREA& tAIE�I nor o i 1 UPREy r I DATE. 09.,7.07 `�' 3TI7r�rA - ® ar�ac mwu I I I UP C aoritwry eY. cD E" MECH PRORCT: 207037 A801 ! I I I Cl, LOWER LEVEL :';MSH PLAN SO": yr-19-V C � 1 11 Aw ft� y i�`� rwr f, •' ,r 4, 1 :. - � ,� -��y�fe sual+aVlvanIMMYdMh,Ve.�eM'•-• it �",, W .nyll++ r6t �vrwla,•.,,., ,.rc,,,,.s.., welt: P I� ..a.r•N�•IIC...r-.r ,aYty,:-Al..,r'«..ewnw.�lYr�i•;... •••n.•:.r•-.rWp.w;«•••wtuoraw•y ,w.µ..•wtwap,..,,,ie�sryyc:.wr. :,.�Gu,«wge�gilwAMcw!Nlen�►- ... ►.^t.w!.na.wlr` ... • ........Ira.-...,.r ... . ....+o+uwr...•....r_ rs=:x•:..u•...iw�l/Iern..Alr.enwl. m ••R,•,.a•w+•wree4amw..+rw+*.ee-:••r+..i►••«!�• Irwwee»..s.... ti aie•.R�r.•VE/.nRr.wMrerwM411M1� " Ile.r .. 41' 1' I A 5 A*po v � � OF oxoo- 720 NW Davit Suite 300 Portland, OR 97209 Td. 503.221.1121 Fax 503.221.2077 b FINISH LEGEND A MATERIAL CODE ww.:4CTURERISME LOCATION cww CP61 cub m Carpet Tb Oft",Ft!o MI CP-2 w6dwo C —TM Conpuw Doom CP-3 bad=ewpd Tle Lbmy • '�eerWw — FRP-1 FbWWM RalnRorOed Penal KtbtMn RNr�roed Pana CONsUI.rMrrs pinolow" LN-1 Forbo Dual Unobt,m Tie Adoti^'nom .4.2 Fob cel Lmoia "Tk - oUn !WISHDHEDULE LN-3 Fabs rAW Uno* n The ROOM FLUOR BASE WALLS CEILING NOTES No NanM North Fit South Wed FlnMh LN-4 Farbo Dual Llnolkurn TtN and � —•- 103 CRAFTS LN-1,2 RB-1 P- P- P- N- P- 1 LN-6 SIMM Umim Lower Lwa Rodmom d Jin 104 CLOSET E P- P- P• -4P- __ P- LU Heat Wm1d 106 MECH E P- P- P- rP- P- Z a!X14 Oz J 6"SeN Cow Bake 108 ENTRY RT- RB-1 P- P- _ P- ! P- P- � � 107 ACTIVITY ARCA R1 LN-1,2 RB-1 P- P- P- P- - P- 1 V q a - LN-8 Shekt Unobun Iwvel Red== 100 ACTIVITY AREA 02 LN-1,2 RB-1 P- P- P- P- P 1 � � � � H$d WoM 100 JAN LN-5 LN-5 P- FRP-1,P- FRP-1,P- P- P- 4 Z 10 STORAGE (E) (E) P- P- P- P- P- X paint P-1 Path Ger" 111 ELEV.LOBBY LN-12 RS-1 P• P- P- P- P• 1 w Q . LU — — 112 WOMEN _ U4_5 LN-5 PL-3,P. PL-3.P- PL-3.P- P�•-3.P- P- 2.3 Z (/' P-2 PaW Accent 113 1 MEN LN-5 LN-5 PL-3,P- PL-3,P- PL-3,P- PL-3,P- P- 2, U 3 Z k O 1�• —'� 114 _ COMPUTERS CP-2 RB-1 P- P- P- P- P- ® � Ow P-3 Po AomM 115 STORAGE CP-2 RB-1 P• R P. P- P_ y� _ 16 SPRINItLER E P- P- R P- P- 4I'� P-4 co Pant AcosM 117 MECH E P- P- P- P- P- Go1111 UNISEX LN-5I" PL-3,P- PL-3,P- PL-3,P- PL 3,P- P- 2,3 P-8 Palm Amami � O 201 LOBBY WM-1,LN-3,4 RB-1 P- P- _ P- P. P- 1 Pitralc lartitale PL-1 pmw"a ON Cmw&vrk Foe 202 LIBRARY CP-3 RB-1 P- P- R P- P- x09 ENTRY WM-1 RB-1 P. P. P- P• P- 1 PL-2 Plaft LamkWle Cakk#Mtc cowftrb 204 RETAIL _ CP61 RB•1 P- P- P- P- P- 206 WORK ROOM CP-1 RB-1 P- P- P_ P- P- B PL-3 Pkadc Lamhft LOW Lwel Radmwn W41b 206 OFFICE CP-1 RB-1 P- P- P- P• P_ 207 OFFICE _ CP-1 RB-1 P- P- P- P- P- PL-4 PkWAC LamkMlk Retort 00k Faoe 208 OFFICE CP-1 RB-1 P- _ P- P. P- P- 200 WOMEN LN-6 T-1 T-2,P- P- P- T-2,3.P- P- 2 Ribber Trmft RT-1 Rubber St*Tnadk 210 MEN LN-6 T-1 T-2,P- T-2,3,P- P- P- P- 2 pROACT NAME ACTIVITY Cp_3 RS-1 P- P- P- P• P- Rubbkr 6m RB-1 Ropro Rubtw Bake 212 DINING E RB-1 P- P• p- P- P- — 213 SERVING E RB-1 P- P- P- P- P- I Sold Surboe w 80 sold Sulo Rotel Deck Worts Surbw214 1!KITCHEN SV-1 SV 1 P-,FRP-1 P.,FRP-1 P-,FRP-1 P-,FRP-1 P• 5 I 215 HALLWAY LN-3,4RB-1 P- P- P- P. P- 1 ow 8V-1 Sheet AMM,Sw"Ana 216 UTILITY SV4 IV-1 P-,FRP-1 P-,FRP-1 P-,FRP-1 P-,FRP-1 P- 4 I - — 217 PANTRY SV 1 511-1 P- P- P- P- P- 216 PREP AREA SV-1 8V-1 P- P- P• P• P_ Tie T-1 Tk Uppir Restroom Bees 220 MECHIEOUIP LN-6 RB-1 P- P- R P- P- L----- T-2 Tek - Rsbwn Wald ST1 STAIR RT-1 RB-1 P- P- P_ P- T•3 TM UpReebmn Wank AmM NOTES: _ 'Sae r otkk �-- 1. SN Aoor ank for 00br and DATE: 00.17.07 T4 TM Ra•traorn 2. See elmod rr for 1Nrlo1lae and Vw*boalorM. _ —' 3. PWk Wmkiab to 4't _ _ J i=6 Tb Fidd - _ 4• IndM FRP-1 above mop**bcW*m. _ I D 5. kMIM FRP-1 b V AFF I DRAWN BY.• T-0 TN Fhphm Aooant CP CARPET P PAINT T TILE T-7 TM FlIspiew HeMffi EXISTING PL KOTIQ LAMINATE WD WOOD FLOM PRt7►IEf:r. 207037 FRP FW9t0LA88 REINFORCED PAOEL RT !LAM TREADS WM WALK TIFF '�T _ wwk OII Mot WM-1 1 k OR Md EnWnA802 LN LINOLEUM RB I i C 1 111111111011 31 • 4 a.ny.,•,ao.u�s�.n...�e. ,tY' 1NiIV+9'�-..s-f,yqup{K34�rK _ - ., ,, s .iJ•..:',....;a:... - :.i. •.•r r - - - :`i .. - - _ .Y. . , :. 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'Yr '. :. w+IVk:'.ig1641w,-:'�F'bItMWl.ur-.., .�.:�1.. .. - • _... .r....Wr...+++Nx!'o-1.:..•.w eIIMF11.w+:Lll+/U*Ir-V._••.,,R.....-. ..ay`A^--•-z:-,•:7/X�Mt1i1 ' :,,;.-u.=. ar+w..1,..: a.,rh•n.n:^-:Y:Lu*'NFa;Y_:•alb. .nr'.w.w.....aw»..N.ren.nw ••w+n.wa...-n.n a.-vw•.ver,rn.r.,•+..Ylrt.r+red, lYwr....t+..w.r..•++,Y,+c.rda.nrM>tr'.1w.:•e..ew.w.+ern..... .:.......r. :. ..¢.x......,.+rW.emr..hre.MlenP.r.w.:e?w.+.rrau. a••-1v:+ u.._-..r.. -^.�l.Mwwur.....IM..r,a..r,"....c':w.rr...wri.+n.., a+< .,w►...s.'+,irr'xwraMr.ru.wWYr',+e».n.gslrer•.t•rs.d..'Ir+w+«iauslur,/ .rr:::..a..w...,;.xws.,.r..ruwn,.osro'r.:+wNr*, IV�'eww *, we•m;,•�u1�y:.•r•1�lwywMM,.p""`,•.v.yy, -....f,.,,.y+:.+.t fir. rr .... w+Ml taMrr.M•wM a""MIMIW "r -,. , ~l.r 4 i, ih 'i i �i t �G , N ff�f 30 hjN T p� E1�MA11011 pF'1E: iZ-31-07 � DESIGN CRITERIA REINFORCING STEEL FRAMING LUMBER (CON'TINUED) 1. BUILDING CODE: OREGON STRUCTURAL SPECIALITY CODE (OSSC) , 2007 EDITION 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH "BUILDING CODE REQUIREMENTS 4. PLYiiuOD SHEATHING: 2. LIVE LOAD: FOR STRUCTURAL CONCRETE", ACI 318-05, AND "ACI DETAILING MANUAL", ACI SP-66 (04) , AS A. ALL PANELS TO BE OF MINIMUM 5 PLY CONSTRUCTION. EACH PANEL SHALL BEAR THE QUALITY A. FLOOR LIVE LOAD: MODIFIED BY THE PROJECT DRAWING AND SPECIFICATIONS. TRADEMARK STAMP OF THE "AMERICAN PLYWOOD ASSOCIATION". ti 1) ASSEMBLY AREAS: 100 PSF (REDUCIBLE) 2. REINFORCING STEEL: B. GRADES: B. ROOF LIVE LOAD: 20 PSF A. DEFORMED BARS: ASTM A 615 GRADE 60 1) ROOFS: 3. SNOW LOAD: B. WELDED REINFORCING: ASTM A 706 a) 5/8", "C-D", GROUP 1, SPAN INDEX 40/20, EXPOSURE 1 4• A. ROOF SNOW LOAD: 25 PSF 3. ALL LAP SPLICES SHALL BE CLASS B SPLICE AND 2'-0" MINIMUM UNLESS OTHERWISE NOTED ON 2) FLOORS: 4. WIND DESIGN DATA: SCHEDULE, MAINTAIN 1 1/2" CLEAR MINIMUM BETWEEN PARALLEL BARS, a) 1 1/8", STURD-I'-FLOOR, SPAN RATING 48" o.c., EXTERIOR A. BASIC WIND SPEED: Vs - 80 MPH 4. ALL REINFORCING STEEL AND EMHEDMENTS TO BE HELD SECURELY IN PLACE PRIOR TO PLACING b) FLOORS SHALL BE NAILED & GLUED PER APA GLUED FLOOR SYSTEM REQUIREMENTS. GLUE B. WIND IMPORTANCE FACTOR: I - 1.0 CONCRETE. PROVIDE SUFFICIENT SUPPORTS TO ALLOW WALKING ON REINFORCEMENT. SHALL CONFORM TO PERFORMANCE SPECIFICATION AFG-01 . FOLLOW MANUFACTURE'S . C. OCCUPANCY CATEGORY: II 5, WELDING OF REINFORCING IS PROHIBITED UNLESS APPROVED BY STRUCTURAL ENGINEER, SPECIFIC APPLICATION RE:OMMENDATIONS. D. WIND EXPOSURE CATEGORY: B 6. REINFORCEMENT SHALL BE PLACED IN RELATIVE POSITION SHOWN ON THE DRAWINGS. NO SPLICES C) MAXIMUM PANEL SPANS WITHOUT PANEL EDGE SUPPORT: q 5. EARTHQUAKE DESIGN DATA: IN REINFORCING WILL BE PERMITTED UNLESS SHOWN IN THE STRUCTURAL DRAWINGS OR APPROVED 1. SPAN INDEX 32/16: 28" A. BASIC SEISMIC RESISTING SYSTEM: LIGHT FRAMED WALLS SHEATHED v/ WOOD STRUCTURAL BY THE STRUCTURAL ENGINEER. 2. SPAN INDEX 40/20: 32" n B. OCCUPANCY CATEGORY: II 7. PROVIDE FOUNDATION DOWELS TO MATCH SIZEAND SPACING OF WALL OC. COLUMN REINFORCEMENT. 3. SPAN INDEX 48/24: 36" C. SEISMIC DESIGN CATEGORY: D EXTEND DOWELS A LAP SPLICE LENGTH INTO WALL OR COLUMN AND TERMINATE WITH STANDARD HOOK 4. SPAN INDEX 60/32: 48" ` D. SITE CLASS: D 3" ABOVE BOTrUM Cv FOOTINC, JNLESS OTHERWISE NOTED. 5. PANEL EDGE SUPPORT SHALL BE EITHER TONGUE AND GROOVE EDGES, OR PANEL E. SEISMIC IMPORTANCE FACTOR: I - 1 .0 8. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER, BUT NOT LESS THAN (1) BAR EDGE CLIPS MIDWAY BETWEEN SUPPORTS (EXCEPT TWO EQUALLY SPACED BETWEEN 40 F. RESPONSE MODIFICATION FACTOR: R - 6.5 DIAMETER UNLESS OTHERWISE NOTED: SUPPORTS 48" o.c. ) , OR LUMBER BLOCKING. 720 NW Davis G. SPECTRAL RESPONSE ACCELERATION: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" 3) WALLS: &k-300 SHORT PERi,)D: Ss - 0.937 B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER: a) 1/2", "C-D", SPAN INDEX 32/16, EXPOSURE 1, OR AS SPECIFIED IN THE SHEARWALL PWkad, OR 97.709 0%. 1 SECOND PERIOD: S1 - 0.337 1) i6 THROUGH ill BARS: 2" SCHEDULE H. DESIGN SPECTRAL RESPONSE ACCELERATION: 2) i5, W31 OR D31 WIRE:, AND SMALLER: 1 1/2" C. MINIMUM NAILING REQUIREMENTS: Td. 503.221.1121 b SHORT PERIOD: Sds - 0.700 C. CONCRETE NOT EXPOSED TO WEATHER OR NOT IN CONTACT WITH THE GROUND: 1) NAIL SIZE: USE 0. 131" DIAMETER x 2 1/4" GUN NAIL FOR ROOF DIAPHRAGM AND FaL 503.221.2077 1 SECOND PERIOD: Shc - 0.387 1) SLABS AND WALLS: 3/4" SHEARWALLS. USE 0.131" DIAMETER x 3" GUN NAIL FOR FLOOR DIAPHRAGM. n I. SEISMIC RESPONSE COEFFICIENT: Cs - 0.108 2) BEAMS AND COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS: 1 1/2" 2) SPACING: SEE DRAWINGS FOR SPECIAL NAILING REQUIREMENTS: 6m GENERAL STRUCTURAL STEEL a) PANEL EDGES @ 6" o.c. 1. THESE GENERAL NOTES APPLY UNLESS SPECIFICALLY NOTED OTHERWISE. 1. ALL STRUCTURAI. STEEL TO BE. DETAILED FABRICATED AND ERECTED IN ACCORDANCE WITH AISC b) INTERIOR BEARINGS @ 12" O.C. 2. ALL CONSTRUCTION, TESTING AND INSPECTING SHALL CONFORM TO THE OREGON STRUCTURAL SPECIFICATIONS. c) ENGINEERED COMPOSITE LUMBER BEAMS & SHEAR COLLECTORS @ 6" o.c. SPECIALITY CODE (OSSC) , 2007 EDITION. 2. STEEL GRADES: 3) PROVIDE 2x SOLID BLOCKING AT PANEL EDGES OF WALL SHEATHING. 3. STANDARDS REFERENCED IN THESE NOTES SHALL BE THE LATEST EDITION UNLESS OTHERWISE A. BOLTS: ASTM A 307 FOR WOOD CONNECTIONS. 4) SHEATHING FASTENERS SHI',LL BE DRIVEN .FLUSH BUT SHALL NOT FRACTURE THE FACE PLY. -- NOTED. DETAILS SHALL HE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY ARE B. ANC!i0R BOLTS: ASTM F 1554, GRADE 36. D. PANEL LAYOUT: N I S H I A N11 LONG DIMENSION OF P:�NF'' TO BE PERPENDICULAR TO FRAMING MEMBERS EXCEPT PANELS REFERENCED IN EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAIT.3 3. ALL STEEL EXPOSED AT EXTERIOR LOCATIONS SHALL BE GALVANIZED UNLESS OTHERWISE NOTED. LO WALLS MAY BE INPANFIT,ED WITH LONG DIMENSION PARALLEL TO STUDS. DEAN A SIMILAR TO THOSE SHOWN. 4. EPDXY ANCHORS: DIAMETER AS NOTED IN DETAILS. MINIMUM EMBEDMENT - 8 DIAMETERS. 2) END JOINTS IN ADJACENT RUNS SHALL BE STAGGERED 4 FEET. INGINIRSSIAND NCI19191CTUMl 4. VERIFY ALL EXISTING FEATURES AND CONDITIONS (DIMENSIONS, ELEVATIONS, ETC. ) UPON WHICH INSTALLATION SHALL. BE IN ACCORDANCE WITH PRODUCT ICBO REPORT. APPROVED EPDXIES ARE w [NOIN[[RfSINC[ ,�lf THESE DRAWINGS RELY. SET-HIGH STRENGTH EPDXY AS MANUFACTURED BY SIMPSON STRONGTIE (ICC ESR 1772) EPCON, A7 3) MINIMUM PANEL WIDTH LESSSHALHE 12 . O M Roo ow�C RLR" 5. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS ' 4) EDGES OF .ALL PANELS LESS THAN 24" WIDE SHALL HE BACKED BY HLOC:(ING (2x4 MIN M a „,,, ADHESI•JE AS MPu�UFACTURED BY ITS FAMSI•rT/REDHEAD (ICBO REPORT N0. 5560} , AND HY- 150 AS SIZE) . SHALL BE BRCTIGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL ENGINEER BEFORE MANUFACTURED BY HILTI, INC (ICBO REPORT 5193) . JOIST HANGERS AND FRAMING CONNECTORS: 9 NDM.W I PROCEEDNG WITH THE :'dRK. 5' A+ 6. RR CE DARCHITECTURAL, PLANS FOR FINISH FLOOR ELEVATIONS, FLOOR DEPRESSIONS, OPENINGS, LUMBER DETAILS ARE SHOWN WITH SIMPSON "STRONG-TIE" CONNECTORS. NAILING SHALL BE PER ICBO FRA14ING LUMBER RESEARCH RECOMMENDATIvi4b TO c.CHIEVE FULL ICBO APPROVED LOADS. THE MAXIMUM GAP SLOPES, DRAINS, CURBS, PADS, EMBEDDED ITEMS, NUN-BEARING PARTITIONS, STAIR HANGERS, 1. FRAMING LUMBER GRADES: 2005 WWPA GRADING RULES. STRESS V LUES SHOWN ARE BASE MEMBER ETC. REFER TO MECHANICAL AND ELECTRICAL PLANS MR SLEEVES, OPENINGS, AND HANGERS FOR BETWEEN END OF J3iS'T AND FACE OF SUPPORTING MEMBER SHALL BE 1/8". PIPES, DUCTS, AND EQUIPMENT. COORDINATE THESE ITEMS WITH STRUCTURAL WORK. AIL 2x4. ST'UDS (NON BEARING PARTITIONS) CONST. GRADE: D.FIR;LARCH S.DRY' Fb-1000 B. USE THE F(,LIOWING JOIST HANGERS WHERE A MEMBER FRAMES INTO THE SIDE OF ANOTHER � 7. DO NOT SCALE DRAWINGS. COORDINATE. DIMENSIONS WITH ARCHITLCTURAL DRAWINGS. FRAMING MEMBER UNLESS OTHERWISE NOTED: CONSULTANTS 8. DURING THE CONSTRUCTIIJN PERIOD, '.'.`HE CONTRACTOR SHALL BE PESPONSIBLE FOR THE SAFETY OF B. STRUCTURAL LIGHT FRAMING No. 2: D.FIR/LARCH, S.DRY, Fb-900 1) ROOF FRAMING MEMBERS WITH 3 PAN OVER 20 FEET: (FACEMOUNT HANGERS) PERSONNEL. AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALT, PROVIDE C. STRUCTURAL JOISTS & PLANKS (INCLUDES 2x6 & 2x8 STUDS) : No. 2, D.FIR/LARCH, S.DRY, TJI/L65 JOISTS: "MIU3" SERIES HANGER ADEQUATE SHORING, BRACING, GTJYS, ETC. IN ACCORDANCE WITH ALL NATIONAL, STATE, AND x"900 TJT/L90 JOISTS: "MIU4" SERIES HANGER LOCAL SAFETY ORDINANCES. D. 3x & 4x MEMBERS: No. 1, D.FIR/LARCH, S.GRN, Fb-1000 1 3/4" MICROLLAM "HU" SERIES HANGER 10. METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE E. POSTS & TIMBERS: No. 1, D.FIR/L.ARCH, S.GRN, Fb-1200 3 1/2' , 5 1/4" OR 7" PSL "HU" SERIES HANGER CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE 2. WOOD I-JOISTS AND ENGINEERED COMPOSITE LUMBER: 2) FLOOR FRAMING MEMBERS AND ROOF FRAMING MEMBERS WITH SPAN LESS THAN 20 FEET: Z THE INTEGRITY Of THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. A. WOOD I-JOISTS; (TOP FLANGE HANGERS) 1) SIZES SHOWN ARE AS MANUFACTURED BY TRUSJOIST. MATERIALS, FABRICATION, HANDLING "JI/L65 JOISTS: "MIT3" SERIES HANGER o FOUNDATION AND INSTALLATION SHALL BE PER NATIONAL EVALUATION SERVICE INC. REPORT N0. TJI/L90 JOISTS: "MIT4" SERIES HANGER caI 1. FOUNDATION DESIGN IS BASED ON ALLOWABLLS AS SET FORTH IN IBC TABLE 1804.2 PFC-4354 AND TRUSJOIST WRITTEN RECOMMENDATIONS. 3 1/2" LSL OR PSL "MIT" SERIES HANGER 2. SOILS ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF' ALL SUB GRADES, FILLS AND 2) JOISTS BY OTHER MANUFACTURERS MAY BE USED PROVIDED THEY HAVE THE SRt:E DEPTA AND 5 1/4" OR 7" PSL "HB" SERIES HANGER N Ij BACK FILLS BEFORE PLACEMENT OF FOOTINGS, SLABS, FILLS AND BACK FILLS, ETC. EQUIVALENT ICBG APPROVED LC..v CAPACITIES AND STIFFNESS. w r 3. SIDES OF FOUNDATIONS SHOWN STRAIGHT ARE FORMED. FOUNDATIONS POURED AGAINST THE EARTH 3) FLANGES OF I-JOIST SHALL BE MANUFACTURED FROM LVL LUMBER. C. TOP FLANGE HANGERS AT I-JOISTS TO BE INSTALLED WITH 2 1/2 WIDE WEB STIFF AND � � �► R • AT CONTRACTOR'S OPTION REQUIRE THE FOLLOWING PRECAUTIONS: B. LAMINATED VENEER LUMBER (LVL) : WITH (4) SIMPSON "N10" NAILS INSTALLED AT I-JOIST AND (4) "N]0" NAILS INSTALLED v'9 � O A. SIDES OF EXCAVATION MUST BE VERTICAL (OVER POURING AND MUSHROOMING NOT ALLOWED) . 1) MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE. INC. REPORT N0. TO FACE TI SUPPORTING MEMBER. Z B. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF SOIL SLOUGHING BEFORE DURING AND ER-4979 D. SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND HAVE ICBO APPROVED LOAD AFTER POUR. � � 2) MODULUS OF ELASTICITY: E - 1900 KSI CAPACITIES EQUAL TO OR GRF�ATEP. THAN THE SIMPS)N "STRONG-TIE" CONNECTORS. WHEN Z � " I 4. CONTRACTOR TO PROVIDE FOR DE-WATERING OF EXCAVATION FOR EITHER SURFACE WATER GROUND 3) BENDING STRENGTH: Fb - 2600 PSI HANGER IS IN ANCHOR CT WITH PT WOOD, USE SIMPSON IMAX OR S5 AND SS OR HDG NAILS. Q � �. uj WATER OR SEEPAGE IF REQUIRED. 4) SHEAR STRENGTH: Fv - 285 PSI 6. SILL PLATES A:!T) R!:CHOR BOT•T;; a 5. BACK FILL OVER EXCAVATED FOOTINGS WITH CONCRETE OF SAME DESIGN STRENGTH AS FOOTING C. LAMINATED STRAND LUMBER (LSL) : A. SILL .PLATES SHALL HE DOUGLAS LIR/LARCH N0. AND POUNDAT TREATED. uj Z k 0 Zl CONCRETE. 1) MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC. REPORT NO. B. SILL PLATES ARE TO BEAR FULLY ON THE TOPS O OF THE FFOUNDATION WALLS AND/OR SLABS. y THE TOPS OF ALL FOUNDATION WkLLS/SLABS SHALL BE SMOOTH AND LEVEL. THE TOPS OF 6. NO CONCRETE SHALL BE POURED IN ANY FOUNDATION UNTIL, EXCAVATION HAS BEEN REVIEWED BY ER-4979 THE SOILS ENGINEER. 2) MODULUS OF ELASTICITY: E - 1700 KSI FOUNDATION WALLS/SLABS SHALL BE CONSIDERED LEVEL WHEN THE MAXIMUM DEVIATION FROM In g% 7. FOUNDATION TYPE: CONTINUOUS AND SPREAD FOOTINGS 3) BENDING STRENGTH: Fb - 2600 PSI GRADE IS +/- 1/8 INCH AND THE DEPRESSION BETWEEN HIGH SPOTS IS NOT GREATER THAN 1/8 8. DESIGN ALLONABLES• 4) SHEAR STRENGTH: Fv - 400 PSI INCH ALONG A 10 FOOT STRAIGHT E»GE. Ito A. SOIL BEARING: . 1500 PSF (DL+LL) , 2000 PSF (DL+LL*WIND/EQ) 5) AXIAL STRENGTH: Fc - 2380 PSI C. ANCHOR BOLTS TO BE ASTM F 1554, GRADE 36 WITH STANDARD BOLT HEAD OR EQUAL c B. LATERAL BEARING: 100 PSF/FT D. PARALLEL STRAND LUMBER (PSL) : DEFORMATION IN THE EMBEDDED PORTION. CUT THREADS ARE REQUIRED i,T ANCHOR BOLTS. c 9. STEP CONTINUOUS FOOTINGS AT VARYING ELEVATIONS PER TYPICAL DETAIL. SLOPED FOOTINGS ARE 1) MANUFACTURED IN ACCORDANCE WITH NATIONAL EVALUATION SERVICE INC. REPORT NO. D. THE SPACING AND SIZE OF ANCHOR BOLTS SHALL BE AS SHOWN IN DETAILS. PROHIBITED. ER-4979 E. LOCATE AN ANCHOR BOLT AT 6" MINIMUM TO 12" MAXIMUM FROM ENDS OF EACH PIECE. EACH Fft 10. ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL. TOP 2) MODULUS OF ELASTICITY: E - 2000 KSI LENGTH OF PLATE TO HAVE A MINIMUM OF TWO ANCHOR BOLTS. OF FOOTINGS SHOWN ON THE DRAWINGS ARE MINIMUM AND SHALL BE LOWERED AS REQUIRED TO 3) BENDING STRENGTH: Fb - 2900 PSI F. INSTALL EXTRA ANCHOR BOLTS AS REQUIRED, WHERE PLATE IS CUT OR NOTCHED. REMOVE SOFT AND LOOSE MATERIAL AS DIRECTED BY THE SOILS ENGINEER. NOTIFY ENGINEER OF 4) SHEAR STRENGTH: Fv - 290 PSI G. SILL PLATES SHALL NOT BE DAPPED AT BOLT HEADS. 0 LOWERED FOOTINGS. 5) AXIAL STRENGTH: Fc - 2900 PSI 7. FABRICATION OF TIMBER CONNECTORS: 3. PRESSURE TREATED LUMBER: A. FABRICATION SHALL BE IN ACCORDANCE WITH 2005 EDITION "NATIONAL DESIGN CONCRETE A. ALL WOOD MEMBERS EXPOSED TO WEATHER ANC SUBJECT TO DECAY SHALL BE PRESSURE TREATED SPUCIFICATION FOR WOOD CONSTRUCTION". 1. ALL CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH ACI 318-05. USE MIXES WITH A DOUGLAS FIR-LARCH WITH ACZA OR ACA TREATMENT PER THE CURRENT AMERICAN 1) A WASHES OR METAL PLATE SHALL BE PROVIDED BETWEEN THE WOOD AND THE BOLT HEAD MAXIMUM AGGREGATE SIZE APPROPRIATE FOR FORM AND REBAR CLEARANCES TO BE ENCOUNTERED IN WOOD-PRESERVERS ASSOCIATION STANDARDS. PRESSURE TREATMENT ON WOOD SHALL BE ACQ-C, AND/OR NUT. PRQIECT NAA4E ACCORDANCE WITH ACI RECOMMENDATIONS. ACQ-D (CARBONATE) , CA-B, OR CBA-A WITH NO AMMONIA AND THE ACTUAL RETENTION LEVELS 2) BOLT :TOLES SHALL PE 1/16" MAXIMUM OVERSIZE. 2. THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE SHALL BE LESS THAN 0.40 PCF FOR ACQ, 0.41 PCF FOR CBA-A, OR 0.21 PCF FOR CA-B. IF 3) LAG BOLTS: OWNERS TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH AMMONIA IS USED AND/OR THE RETENTION LEVELS ARE HIGHER THAN THAT SPECIFIED, THEN a) LEAD HOLES SHALL BE DRILLED FOR LAG BOLTS: I IS THE CONTRACTOR'S. SUBMIT TEST DATA ON EACH PROPOSED MIX FOR REVIEW IN ACCORDANCE STAINLESS STEEL CONNECTORS AND NAILS MUST BE USED THROUGHOUT. REFER TO SIMPSON'S SHANK PORTION - SHANK DIAMETER. WITH OSSC SECTION 1905.6. MIX DESIGNS SUBMITTED WITHOUT THE REQUIRED TEST DATA WILL BE GUIDELINES IN THE CURRENT SIMPSON CATALOG. THREADED PORTION - 70% OF' SHANK DIAMETER. ----- RETURNED WITHOUT REVIEW. b) LAGS F?JLTS SHALL BE INSTALLED USING A PROPER WRENCH. 3. CONCRETE SHALL HAVE THE FOLLOWING 28 DAY STRENGTHS(F'C) : 8. NAIL LAMINATED COLUMNS: I FOUNDATION & SLAB ON GRADE: 3000 PSI NORMAL WEIGHT - FLAX. W/C RATIO - 0.48 A. PLYWOOD FILLERS TO BE FULL WIDTH OF STUD AND FULL DEPTH OF BEAM. ALL OTHER CONCRETE: 3000 PSI NORMAL WEIGHT - MAX. W/C RATIO - 0.48 B. NAIL LAMINATE EACH PLY WITH 16d NAILS P 12" o.c. AND BOLTED TOGETHER WITH 5/8" I 4. SCHEDULING OF WORK MAY REQUIRE DESIGN STRENGTH. IN SHORTER PERIODS OF TIME DIAMETER BOLTS AT 6'-0" o.c. MAXIMUM WITH THE FIRST BOLTS A MAXIMUM OF 12" FROM (LESS THAN 28 DAYS) EACH E1`J OF THE COLUMN. 5. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II (TYPE V FOR REGIONS WITH HIGH C. NAIL PLYWOOD WALL SHEATHING TO COLUMN WITH 8d @ :i2" o.c. EA EDGE. I 5ULFIDESJ D. NO NOTCHING SHALL BE ALLOWED. I 6. AGGREGJ+j•:: r-OR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF 9. BLOCKING / BRIDGING: ASTM C 33 AFD PROJECT SPECIFICATIONS. A. PROVIDE FULL DEPTH BLOCKING PER TRUS JOIST BETWEEN JOISTS AND RAFTERS OVER ALL IDATE: 00.17.07 7. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED (1/4" AMPLITUDE) BY SAND BLASTING OR SUPPORTS. MECHANICAL B. PROVIDE 2x SOLID BLOCKING BETWEEN STUDS AT MID HEIGHT IN WALLS OVER 8'-0" TALL. MEANS. CLEAN BEFORE POUR. LOCATION TO BE APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT 10. NOTCHING AND DRILLING FRAMING MEMBERS: Ir ETD LOCATION A. THE CONTRACTOR IS CAUTIONED ABOUT THE DRILLING AND NOTCHING OF STUDS, PLATES, MAVAV aY. p" PLAN FOR ALL PROPOSED JOINTS NOT INDICATED ON DRAWINGS FOR APPROVAL PRIOR TO WORK. JOISTS, BEAMS, COLUMNS, AND OTHER FRAMING MEMBERS. 8. ALL CONCRETE TO BE REINFORCLD UNLESS SPECIFICALLY NOTED "NOT REINFORCED" . B. THE CONTRACTOR SHALL CONSULT WITH THE STRUCTURAL ENGINEER BEFORE NOTCHING OR 9. CONDUIT OR PIPE SIZE (O.D.) SHALL NOT EXCEED 30% OF SLAB THICKNESS, AND SHALL BE DRILLING ANY FRAMING MEMBERS NOT SPECIFICALLY DETAILED IN STRUCTURAL DRAWINGS. PROJECT 207037 PLACED FGUR DIAMETERS MINIMUM APART, UNLESS SPECIFICALLY DETAILED OTHERWISE. 10.EXPOSED PROJECTING CORNERS OF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER, UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. ll.PRIOR TO PLACING CONCRFTE, THE CONTRACTOR SHALL ENSURE THAT ALL REINFORCING AND EMBEDMENTS, INCLUDING COLUMN ANCHOR BOLTS ARE PROPERLY LOCATED AND SECURELY TIED IN PLACE. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING CURING CONCRETE FROM FREEZING AND HOT WEATHER PER ACI 306.1 AND ACI 305 RESPECTIVELY. sloo pr Tff+ ". .,_., ,. iro -,::... „:iM1a:fYR[)1l 4;L+:u'Wli+92":MI'wN 'rid• .'d' __ - .. � � • �. { 1 L . . 4 r " V • 1 . .. ; � itb,`�k'3 7r. ,TMS:, ,. i s r_ ,_.1rr - 4 � ,. . . �y .. _r �e '' ..�; x:Y :..�..... mo-w..:wrrasr. r•s.'..+�+:::,ra...•r,wa..�.w,;rw..•.;a....,.w•..,•�+•r.,, -wwwwa�me...«s�aw• ,,,. w..-..r.w.,n+..,..-rw.*.,a..r,....<...............A.�.rna_ , ,+..,:....m.--•-.«.,c«.nr,vsw.... .,r.w•ayt>�.as-w+rwrrrtWrrr.-�:..r,.,+aw�er•.we.^w...«e++....:-••w�c. �++ra:-M+arwr..s,....,.r�,,. MP ar.. ...,- ,. .. ,,, - wtr,.. e+a�.lM1r rA!tia..a�,rwr.nrw�M�+x•--,w,�r ... sw..we+•W .aaa:«er.wi..>. +...•+. u""S',,,�r•!s+r+�ll.. ' '+l4`:a+rr .w.,r.. .a+++w.e',+tarvl.+.�IR'�Mn . aiw,r ^axreMM�s11.ArMC�'l�N•M''^+6'�1,�•att•-, .. - '-'+ .{bsYr''1b' '.•..•. t• » - w^•..••,.. • .. aj rr„ d f: TG iv. l V. tf ICY. ��P�CTVgq pff ' a � r 604" OPENING DOUBLE 2x OR LESS IN PLY. TOP PLATES EDGE NAILING - SEE SHEAR WALL T HORIZ. LAP SCHEDULE o "CD 5PLjCE TOP OF WALL I: I: E]�MATIOM oA9E 1z-i-07 WHERE HORIZ. JOINTS - � ' ------ ,n,,z HORIZ. LAP HORIZ. EP HORIZ. LAP REQ'D, BLOCK ALL PLYWD. ? _I :I '' - EDGE JOINTS, TV. ao OCCUR EDGE NAIL PLYWOOD TOIl I'I\ POST FULL HEIGHT t TYPICAL INDICATESSTUDS I"I � I. > IN, O 16"o.c. 12"x12" MAX. OPENING STUD, TYP. NOTE: � (PROVIDE BLOCKING AT ALL EDGES AND E.N. a 00 r4 MIN. WHERE BLOCK USE 3x STUDS I 1 I, ---i,1 I I I,I I.I I ALL AROSE-1 OPENING) c G MEMBERS 'TO MATCH STUD -E TYP. PLYWOODN I I I� GIS I I I.1 /R I•I I (SEE DETAIL A-A FOR z NAILING 3 IS orc. I I I 1'I OPENING 6x6 & SMALLER) a OR ' II I CORNER BAR MAY BE I -�- POST AT END OF WALL USED IN LIEU OF BEND PLYWOOD SHEET I I I I I I r I I I SEE PLAN AND HOLDOWN TYPICAL �I' I I'I I'I SCHEDULE INTERSECTION Y —i" 'I_ `� 720 NIFDaWs FIELD NAILING - — � � _ FLOOR LINE X00 SEE SHEAR WALL SEE TYPICAL STUD WALL DETAIL Portland OR 97109 �• SCHEDULE DBL BOTT. IQ WHERE OCCURS EDGE NAILING FOR INFORMATICA NOT NOTED. rb sJ.1.2OR 971 HOEDOWN - F'aac. 303.211.107; 4 SEE PLAN FOR LOCATION AND TYPE 6= 9 FOOTING REINFORCEMENT s_ SHEAR WALL SCHEDULE 1/2"=1'-0" S� . � N.T.S. NrsNKrAN-1 SPACING SEE SHEAR WALL SCHED. DEAN A � NAIL SYMM. 12-•16d 16d AT 16"O.Cr. I1 CONSULTING AND STRUCTURAL ABOUT SPLICE *----- (4'-0* MAX. SPACING' AT BEARING CONSULlIS AN STR TYPICAL - WALLS ONLY) TWO BOLTS MIN. PER SILL. 1919 UPPER PLATE �4",4" 4" 4" 4" 4" �....�� SPLICE -----� NOTE: LOCATE PLATE 41/2" MIN. SPLICES OVER STUDS, 9" MAX. A*0 moo UPPER PLATE I TYPICAL. I SILL It _T7 • LOWER TYPICAL PLATE corvstxr�wrs STUD LAP 4'-0" MIN. LOWER PLATE BUTT ENDS OF SILL- TYP. UPPER AND LOWER PLATES SPLICE MSTC40 E.S. OF Ie PLAN SILL PLATE SHEAR WALL SCHEDULE 1. 2 ADD MSTA 36 3"x16GA STRAP EXTEND 24" PASS CUT 2"x2" WASHER REQ'D AT SHEAR WALL AT MULTIPLE PENETRATION AT SHEAR WALL ONLY DESCRIPTION AND NAILING SHEAR TRANSFER p Q TOP OF 4 5 PLYWOOD NAILING s TOP k CONN. SOLE k CONN. SILL It CONN. CAPACITSHEAR Y C TY MARK SHEATHING 3x �.. SILL (SEE PLAN) (NOMINAL THK.) FRAMING EDGE NAIL'G FIELD NAIL'G A35 LTP4 SDS1/4x41/2 LTP5 S/8"0 ® � H ANCHOR BOLT (E.N.) (F.N.) (450#/A35) (670#ATP4) (345#/SDS) (595#ATP5) ANCHOR BOL w v! K SOLID BLK G h - 1 DUCT PENETRATION SEE SHEAR U °t AT E.S. OF DUCT WALL SCHEDULE6 1/2" C-D - 10d 06"o.c. 10d 012"o.c. 16" 24" 12" 23" 48" 310 PLF O ELEVATION —� STUD WALL TOP PLATE SPLICES - O 4 1/2" C-D YES 10d 04"o.c. 10d 012"o.c. 12" 16" 8" 12" 32" 460 PLF 'n NOTES: 1. APPLY DETAIL TO WOOD PLATES OF ALL STRUCTURAL STUD WALLS. 5ECuQN 2. BEFORE PLACING BOLTS, CHECK LOCATIONS OF ALL POSTS, MULLIONS, STUDS, ETC.. TO INSURE THAT SUCH WILL NOT NOTE: 3X SILL IS REQUIRED AT SHEAR WALL 3 1/2" STRUCT I YES 10d 03"o.c. 10d 012"o.c. 8" 12" 6" 10" 24" 665 PLF w 10d O 3 E.N. OR TIGHTER SPACING FALL AT BOLT LOCATION. USE 2X SILL ELSEWHERE AT r w 1 w r � ca 11 TOP AND BOTTOM PLATE OF STUD WALL CONTRACTORS OPTION 2 1/2 STRUCT I YES 1 Od oz o.c. 10d 012 o.c. 6 8 4/2 8 16 870 PLF a,, J �O N.T.S. 1/2N STRUCT I a 42 BOTH SIDES YES 10d 04"o.c. 10d 012"o.c. 5" 7" 4" 1" 16" 1020 PLF Z w . a HEADER ABOVE OPENING 1 w e ° r TYP. - SEE SCHEDULE 3 /2 STRUCT I YES 10d 03"o.c. 10d 012"o.c. - 6" 3" 5" 12" 1330 PLF 2--2x TOP PLATES CONT., TYP. SAME WIDTH AS STUDS BOTH SIDES OR ADD NAILER AS REQ'D -----• HEADER SCHEDULE " TOP PLATES SPLICE 1/2" STRUCT 6 16d 06 o.c. 2 YES 10d 02"o.c. 10d 012"o.c. - 41/2" 2" - 8" � �CT"w� "DO wn STAGGERED SEE TOP PLATE BOTH SIDES 1740 PLF ,./� HEADER DEPTH MOTH OF OPENING TYP DETAIL 4x8 TO 36" MAX. STUDS O 16"o.c. NOTFS: 1. STUDS IN ALL SHEARWALLS TO BE DOUGLAS FIR SPACED AT NO MORE THAN 16"o.c.. ALL PANEL EDGES SHALL BE FASTENED TO FRAMING. 1 STUU.O.N. 2. ALL PANEL EDGES IN SHEARWALLS SHALL BE BLOCKED. PROVIDE BLOCKING IN SHEAR WALL PER DETAIL "ELEVATION - PLYWOOD SHEAR WALL" 1 4x10 30'-1" TO 6'-0" I I (SEE STUD SCHEDULE FOR 3. ALL SHEAR TRANSFER HARDWARE SHALL BE BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 402 6'-1" TO 9'-0" I I STUD SIZE) FOR SHEAR TRANSFER NAILING, PREDRILL_ HOLES FOR NAILS WHERE NAILS TEND TO SPLIT WOOD. 4-16 4. SEE GENERAL NOTES SHEET FOR PLYWOOD INFORMATION, USE EXTERIOR GRADE PLYWOOD (OSB ACCEPTABLE AT INT. WALL ONLY) 1 I I EA. END 5. FOUNDATION SILL Id's AND ALL FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN A SINGLE 3x L-- -- 2x CRIPPLES W/ NOMINAL MEMBER. PLYWOOD JOINT AND SILL k NAILING SHALL BE STAGGERED IN ALL CASES. 1 16d 08w o.c. I 6. NAILS TO BE COMMON WIRE NAILS OR 0.148" DIA x 2 1/4- GUN NAILS EXCEPT AS NOTED. WINDOW 7. PROVIDE A MINIMUM 2"x2"x3/16" k WASHER ON EACH ANCHOR BOLT. PROVIDE A 3x P.T. DOUGLAS FOR SILL R AT ALL SHEARWALLS. La4TE_ 00.17.07 AT WILLS WHERE "H" EXCEEDS 10'-0 CONDITION 8. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. PROVIDE 1—ADDED FULL HEIGHT STUD AT I — ( SOLID BLOCKING 9. WHERE ROOF JOIST PERPENDICULAR TO .SHEAR WALL PROVIDE SIMPSON hl CLIP I at:o EM EACH SIDE OF OPENINGS. PROVIDE 2-ADDED (TO MATCH STUD SIZE) FROM ROOF JOIST TO DBL. PLATE IN ADDITION TO CLIP SHOWN ON SHEAR WALL SCHEDULE. AT STUDS OVER 10'-0" HIGH 1 m4fter.• DM FULL HEIGHT STUDS EACH SIDE WHERE I �) — I AT MID-NIGHT CONTINUOUS) ( 0 TINUOUS) "Vr EXCEEDS 6'-0" I I I II IIAl INSIDE DOUBLE STUDS W/ M PROJECT.- 2OM? _ �I — � 16s+� 120.C. IL ,— SIMPSON A35 CLIPS TOP AND BOTTOO AT EXTERIOR WALLS 10 ELEVATION -- TYPICAL STUD WALL FRAMING INTEERIOTH WR Wi°L WMT, "W"�8'-0" _ 4 SHEAR WALL SCiEDULF Simi N.T.S. . N.T.S. 0 ® � 31 4 c+wrw•,ao.ule AMwa► . w. • � .✓.. ", .,s: wasw.»*ya»:M: y.+wMe+a.i.r<caa�acamac _ "`� `�' ., ._. ,. ,... .... `.' LV`. 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I I Ponl=4 OR 97209 Td. 503.221.1121 b FaL 303.221.2077 pq A -- -- -- - ----- -- _ -- -- _ 1 F I I Ic, � NlfNK1AN I _ --- _—_ III I I I I I I -- p f A N I _ -- -- CONSULTING AND STRUCTURAL 1NdIN1111S fINC1 1919 4s FA FAM rw swo A= A IID7r7.00 _._ P L� --' J L� _�1 L� J L� _� Q 6 L___ SIM. SIM. IL W= COMXTANrS r7 TYP• - I �- -- -- -- -- —� -- —_ --UP H Z17 n IF! c� C e 1 . JJ J.",w.L V 4 3 S4.1 ' 54.1 I S4.1 ~ rn'• 2#-Ow i I I I I I I Q 1 210 9 S4.1 if � ❑ El 11 -4 CP S4.1 Q � � y � 10.5 4 1 I I I I I I0..80 I t , —� 3 .5' 0 � gw 0 �.� ,� s4.1 TYP. j. S4.1 uj � k 10TYP I •> 54.1 I I I I I I •� � S'-Q" L it � a O ■ S4.1 1•-4" 1'-4" ON GRADE w/ O _w #4 ® 18"o.c.,EA. WAY C7 Z a o m MR. M OE I I I I I I I � I� � � +�, �•�, 'fib, 4 53. PROJECTNAME I l l I l l L l iMTE: 09.t 7 07 PAD FOOTING SCHEDULE I CHECK ETD MARK Six TOP ROW. RE]INFORM REMARKS REF. I ORAYYN 8Y.• Dl® LENGTH NTH DEPTHDETAIL LONpT. 1RANSVERSE LONgT. 1 2'-0" 2'-4' 12' - - (3) k (3) 04 12 / S4.1 LEGEND: PROJECT. 207097 MIN. LENGTH OF WALL -- ly:21" PLYWOOD nq DENOTES PLYWOOD SHEARWALL MARK • — SEE 4/S1.2 FOR SCHEDULE PLYWOOD BOTH SIDES NOTE: OONOREIE MALL HAVE A MIN. OOMPRES3IYE S'IAFJrG1H Of fou3.000 PW WHERE OCCURS � WOOD POST SEE PLAN FOR SIZE S201 a5 of 31 C 1 S 2 r= 3 4 o.�rr��oeu�tAw..r■ r x mr5+r:ro. ";ia7r■wgo+Yp/pW,�+ ■ .,. .rr� , ,,. iAu.�eaR•,. .r,. " .c `'-cera./ , • t - • -. ,; s�t.,. '.. ,:ri .; �� 2y. ` ,p7Y 'iia` �a:R ` :r rbc . . "�+ � • r,• � �; • 4 ..ow .r ., ...:•`, :,.... .,•wbr+rrrros+r., aMw.+unw..art.. r.No■:ri,. 4s .f. r + ...n..+.w. u ..r..•.. .x afts..ac-. weLaa..•1N/.Mplau+■roM.4w...'rtiAmf..■r•nr:veMrr :W.-•a.Yr._, n,.. n•.�, �, • v:'SA..fii.. ar*.wUrn. «._,.- - _ anr.w,.o.;..a.a •#a.�m. rax:.wMU.w'.:•re».,+rrwfal►wA-..aA■ ■NMry +r.rw,Yrr■. rn.^wrwrrvr..•v..•-m.,, 7.a .aK: r+u'49I�ruW7tlMMIM�-AMI'w+.,"M,w*.+ft, +OaM!a•re„...r.: _.: �I�M�r..■r.'""+Mm!' V1"" . W:o..r;;r:•+MYr •`W■+.w.S[.wiY+W ,.u.. • ." ..• ^••*. D' Vmt • 'p w S• i Q; 5 * M E ►,>al DA,E 12-31-07 r ti n 4 h n n 1 2 3 4 b 8 7 8 9 10 11 h O 720 NW Davis Sivke 300 I I I I I I I I PmlkrA OR 97209 �• Td. 503.221.1121 b ( 10 AL 503.221.2077 S5.1 D ;n Y N - ( ) 6x8 x x x x o (E;6,, A U cv 0 ----' _ V W , N�sN�c�e►M (E) x12 :EDGER -i m S6.1•DEAN A _ _ _ _ _ CONSULTING AND STRUCTURAL N N N N ENGINEERS SINCE 1019 2 (E) 2x12 FJ 016"o.c._ M (I_) 2x12 FJ 016' r (E) 2x12 FJ ®16"o. r� ) 2>_.12' F l r"o.c F. •1 M. (E) 2x12 016"o.c. 1° `° (E) 2x12 F ®1G"ac. iD `D (E) .Al2 (�,6"o.c. (E) 2x12 ®16"o.c. _ tl w w w ^ — 'r lob 00 0' (F 202 F J 016' c w /iDTf7. UP2-9 12 (E) 2- x12 (E) 2- (E)12 (E) 2-lx12 (E) 2 12 CONSIXTANT3 � _ — 2- x12 Zxl 0 LEDGER win Fu 117 1 — c --- - I (E) 1 2 LDGR 4 + C X g 404 1 PA 4Xl U VM 4XI (E) R12 !-D(-,R x I I I I I I I Q M Z SL2 d 58.2 L 10.5'ILL: 4 x - - - - ---r- -� I I I I I I 5.5' 3 —� 5 u: Its x I I y0y o I I I I I I I I . W pR(=T~ LOADINC Doac FBeilel^RNG x97ES:. 1 1) REFER TO I.B.C. TABLE 23-II-B-1 FOR NAILING NOT SPECIFICALLY CALLED OUT. ALL NAILS EXPOSED I TO WEATHER SHALL BE HOT-DIP GALVANIZED. UNLESS STAINLESS STEEL IS REQUIRED PER THE NOTE BELOW I 2) PRESSURE TREATMENT ON WOOD SHALL BE ACQ-C, ACO-D (CARBONATE); CA-B, OR CBA-A L— WITH NO AMMONIA AND THE ACTUAL. RETENTION LEVELS SHALL 8E LESS 'MAN 0.40 PCF FOR ACQ. 0.w1 PCF FOR CBA-A, OR 0.21 PCF FOR CA-B. IF AMMONIA IS USED AND/OR THE RETENTON LEVELS ARE FNOMER THAN THAT SPECIFIED. THEN STAINLESS STEEL CONNECTORS AND NAILS MUST BE USED THROUGHOUT. REFER TO SIMPSON'S GUIDELINES IN THE CURRENT SIMPSON CATALOG. -_ L I DATE: 00.17.07 1041ECK ETD I m" DM LEGEND: PROJECT 2OM7 MIN. LENGTH OF WALL 3 27�PLYW000 2Z. DENOTES PLYWOOD SHEARWALL MARK - -- SEE 4/S1.2 FOR SCHEDULE PLYWOOD BOTH SIDES WHERE OCCURS ® WOOD POST - SEE PLAN FOR SIZE S202 C M 1 3 M 4 Q*pW G M LIN ANNNK ft* r _ • n,x, . ..c.: - w".4J"•Yh� - .. q • l MK`•rc a . . �Whar'In r- 7 111,111f TTj I % r fi s e ,S �`�' � •;}„ f M.. 117' -,. I • r .. i • lr-2 a .: i Ny , M • .. - ..n ._. -... :•.MYYW" r:eMYIGF^4iM1":X.:#'311MM.'.'-'r.Ia'SRY,6".MI�,NIMt:W1:.N8f,MEN.• ••Igny(iC1 +••w,Mnrw.R;s«.... .wr•rfv+w•a.rew •"9 •A•wr.:vtiMM s..L'i+taaC'..+w•wwYrtart.4f+:x+llwt:r+ J„ +'.+yn+ .+.w...—u.wY..r nti.•ri..:wu:zw.M.�ivwwt.•,awMaY11MYMIM.^Mk. �.�.w.c:^",��lOr,.+w�.,•i�l.�-v.:..�`. .... .......,n„L.. ;e•r.:rr`ro¢"•,+K.. . : ..,..,.". y....,.wl.w,..n„-w+..dt, . . ..- 'ynlrMe�`,'sw'as°".a. l' pR;. •+ArA' 1„4Y 'r�:. .. �A�.4 ••:7M�N�If�:.i10'.MF .:rtwM►,..n. .. dNatlN°.►:ria'Kt�'�e+"wJI�WfC..tit.•.ti '.:+:�,t'.. --....-...w."M�-•+ "`+^.,c+lr�-..,�ti.�+.sKa�+wI1P��.c+'Yi1tiM+i.. .-... . . .:I.. f, • v'Y k k k Y ?u 1V6. a t I ti ti, I i I a F r I o x. O1 YN DAT 12-"7 a Y w e" `i 1 2 3 4 5 8 7 8 9 10 11 720 NW Davb Suite 300 I I I I I I I I Po *P4 OR 91109 • TeL 303.211.1121 4 FaY. 303.221.2077 x A HISHRIAN DRAM I I IJmwCONSULTING AND STRUCTURAL ENGINEERS SINCE 1919 N bUll I d Mono 110011 O C. iy W 4 YAC nAa meta wu ��a►r w nrM .Aob/ AD717.W L I _ E1 to ®24"o.C. (F) 6x14 BEAM 6x14 B AM E 6x14 BEAM (E) 604 BEA E 6.14 BEAM E 6x74 BE.AMn (0 6x14 ULAM E 6,, —4B E A M — B _------__-- ��J x � u X x O --- j O N y�i0 602 7BEM I I I I 111111 In ci 4 7 a' 0 56.1 56.1 � Z M x11 N 10.5W a I I I I 1 j _' p 10 5.5 .7E LSI. BM 1.7E LSL BM 3 •5' "111-0 3 2 3 C8 � cf 56.1 56.1 w THK. PLYWOOD y y � ~ V. � 1 I I I I I I I PROJFCTAw� I L — I VA TE. 001707 I CrtEactc- ETD B_Y'' DM LEGEND: PrMJECT.' 2070-17 MIN. LENGTH OF WALL 3 27' PLYWOOD ?.- DENOTES PLYWOOD SHEARWALL MARK • — SEE 4/S1.2 FOR SCHEDULE PLYWOOD BOTH SIDES WHERE OCCURS WOOD POST — SEE PLAN FOR SIZE S2m3 I Cm1 A7 of 31 3 4 oc +pN•fOeEUIEA.I1wMr b. aw■:oreY'awcslOP'r1i0m•'. . ,w_ ' r' pr „ i .y ,IIt. 1 .. ,. T t"94'i . {v , .. ,• . r ,..3 .,i .l...r ?.,: : : r. r6: , , 1r I 1 I �:r, W;{ {fra�51. 3 ,. _« 'd�A �.-,ii. Y •R,ti, P �. {s,�i s!, y > S R. „`�.f4i r tih . ' � 4�.:.• l 3`, r it sj1141 I 112 .v:.•+.w:,'. .a,W.,, ...,..w-_. ,-. .+;.w.+.ars.unw.,*aeras.•rr• '....a.....r '+w. ..,.« •.e+..ww'.,+•..n.1..,,<.se,.,.c=......,..:,..i1..w.r �” a,,,,I ^+aRYa7N1 "R'hM'.. :.w ,... .. .. -. .'l•wLYLr:W=Aw ... ,M ... .,. yl., .... -i. ,-.. .. � �"' L.."Y'MY=,7TIHi["_^" /►ROOANY,.@.,RY•R"'-Al..tla+O ..:.r'tL" C1.tE.+ Rt.>.fi101FA.if91:M1. MA: µµL.. ` . M.W•'.- J•—_d'Irw✓rlN-t.11. 1 *•. ,:• rvwlA: N+s..A►TY.i 'S. mtwP...,.'!-w ..rvtl.'O..GT ..•••••..r , � 'y} P.' �r Y c. �i a A OCT p '�< f 4 9 5 \� T. o� �EI�EtAII(JA DATE: 11-31-07 SIMPSON A35 — SPACE AT 32"o.c. AT NON SHEARWALLS ROOF DIAPHRAGM • PER PLAN PROVIDE 4x BLK'G AT EACH SYRAP SIMPSON4 ti ON INTERIOR SIDE — TYPICAL 4 SIMPSON VAS T445 TYN. A T TOP •- SIMPSONA35 - SPACE SHE.1RWAl! SCHEDULE OVER & BOT10M Of-' 12 12 LENGTH OF SHEARWALL OPENING 41 PLATE DOUBLE 2x TOP �� 4 , 14' MADE x 18' HIGH OPENING IN SHEARWALL HEADER PER PLAN FULL PER MAANUFNUF BLK GACTURER n PER MECHANICAL ORAWNGS \ \\ - ON INTERIORSIDESIDE SIMPSON HUC TYP. / 110 NW Davis _ Slxite 300 FULL HEIGHT 2x STUDS Porda6%4 OR 97109 �• \ /, O Wo.c. (MAX.) TeL 30.3.121.1111 PROVIDE BOUNDARY \ \ / � 4 NAILING OF SHEATHING FaL 303.121.1077 ARouNO OPENING SHEARWALL END POSTS PER PLAN �o 1 OD NISHKIAN �tAN A CONSULTING AND STRUCTURAL ENGINEERS SINCE 1914 40 W StAft 80M AWL=UM SHEARWALL END POSTS PER PLAN (2) 2x SILL ML ww w (� Nwm "A ML r wa� job• Almr.00 YWOOD SHEARWALL[ 1!1527: SEE DETAIL 5 f S3.1 EXTEND PLYWOOD SHEATHING _MOD SHEARWALL PER &M FOR ADDITIONAL INFORMATION OF SHEAR WALL OUT OVER PER PLAN EXTERIO6 OF PONY WALL ColvscurAwr,: v DETAIL 5 DET AIL 53. 1 �/4~=�''-�J~ SS• 1 �/4N=� -oN a o W � Z ® 14R Z co C� V ROOF DIAPHRAGM Q PER PLAN Q W TJ ROOF JOISTS PER PLAN J W � CONT. DOUBLE 4i 2x TOP PLATE FULL HEIGHT BLK'G iq J PER MANUFACTURER SIMPSON MST72 STRAP TYP. ON INTERIOR SIDE \` \ W s � SIMPSON A35 - TYP. EA. SIDE OF WOOD POST PRM&:CT NAME SIMPSON HUG HANGER I -�-�- - TYPICAL � l sl 3422AI I I SIDE ITTE SIMPSON A35 - TYP. I EA. SIDE OF WOOD I POST 104TE. 00.17.07 DECK: _—__.EM ----- l DI3/IM BY.• DM 5/8"♦ A.B. O 4'-0" SIMPSON M aT72 STRAP SHEATH EXTERIOR r7 ��-Cr 207037 ON CENTER (MAX.) TYP. ON INTERIOR OF WALL w/ 1/2' SIDE PLYWOOD SHEATHING 4 DETAIL S3. 1 1/4"=1'-oN 28 of 31 c 1 Z 3 4 _ aw-101 0 Na IN AWRull,r. � . ... .,.. a c.Y:^.n w.:'l '•+tl10iPMd1Y+. _ .. � M1 fr iwpn �.. • 1171. t � ;.G ��?r,,,�, ,..i. .: ,, i .. ,. :rl y.- !`{`y"�'' 4r.,:A3,* tt• r-r r. IN "Noll. . 'w ,., ` ' - .fwexrv.M+qLt� �'+f-+r111Mr9rva..s _,.. __'^ -w..,w.rlw.•mr .t..•.P.orYe.o. ,�tMMY.tJa,.r.+ss.r.n,.w.6►„v ..rr.a...w..ur+ek •tw...,v..+.mwa,Nn'..w•••*..r.. ..wa .......».nre>w++r.a erg.rwnr.n.r..rwweaw•.r.w..s..,+..�..assta+.s�+.•.•....4s w..J+xe.Ne.w.wvF..::-wu .•.rsQr'r/Sn*.r'rw..�r.._-ww.w. +..w�r.wnu.�+r�.a...,c .+.:.r..., .. w. awMr+.rwr'.rrr..rMMXnty.Nivs:w+.rs.wll1/cxr•R *w►t re..�1ua. '+UA.�..nerwMa: .tla� -µ�w�v,rir�.,-we rr ^.... +FNM. ;,.<.w...�arwYr e-+r� -o- - M.::. +_ ►. MA ,. ..e. «,,�. - „. ',R".1+,fY�l� ., .relVn�y..yagryprr`Y.rgaYY+'w• 'yyY"A^.'..•Myull!'� "R,.,+�.".+a'•'�.N�'r4X.va�Y'.y'u,�".e„ "M Sk'1� h F�+*, � rl fA�Md''� .fi«RR,1.,rk1SFIF1Cs. ' n TT ✓ a v w :. P .,,HSP b ..?t.y' .... ....^.rri« ......Y..r.rnp K":W,61.NGW 0 •,. ..._1 ,n..e s.,..r ......,.. ....,,.. .__._.._ .._-..._.. .-. .. .. Y CTce,&gt � ,Pf, , b WOOD POST PER PLAN PLYWOOD SHEATHING Ff-R SHEARWALL SCHED. T. %*0 ANCHOR BOLT (2) 2x8 END POS i BOUNDARY NAIL SHEATHING — SPACE PER TYP. EA. END OF TO END POST — TYP. - ,owrurloa aA�: iz-r-o� 2x6 STUDS 06'o.c.� SHEARWALL SCHEDULE SHEARWALL SIMPSON CB (MAXIMUM) w SIMPSON PHD2 3x6 P.T.D.F. SILL PLATE TYP. EA. END c 12" x 12" CONCRETE OF SHEARWALL 2,V4" %00 THREADED R00 PEDESTAL w/ (4) o #4 LONGITUDINAL BARS PLATE WASP,ER PER SHEARWALL SCHEDULE �— SET /4 DOWELS w/ CONCRETE PAI) FOOTING SIMPSON SET EPDXY PER PLAN - C'*NTER 3x8 P.T.D.F. SILL PLATE SHEARWALL BOUNDARY •: r4) DOWELS - PER ICC ESR-1772 ANDio ON MOOD POST NAILING a; PER FOOTING MANUFACTURER'S SHEARWALL BOUNDARY RECOMMENDATIONS r� NAILING •+ 10 01 r (2) 04 BARS TOP AND (E) FOOTING 720 NW Davis BOTTOM OF FOOTING S 300`''� �� \\ SET THREADED ROD w/ -- --- (E) FOOTING 1 TeL OR��09 3' CLR. 3' CLR. • �/- • , SIMPSON SET EPDXY _ R 3 CLR. PER ICC ESR-1772 AND 2'-0' LAP 04" EMBED Fac. 303.111.1077 MANUFACTURERS 1'_4" RECOMMENDATIONS rl 2 DETAIL 9 DETAIL A66 DETAIL 3 DETAIL Y S4.1 -- Y HISHKIAN DEAN A WOOD POST PER PLAN PLYWOOD SHEATHING COWSULTING AND STRUCTURAL ENfi1N!lIIS SING!Iflf PER SHEARWALL SCHED. ..gram. Kma SHEARWALL END (E) 2x6 STUDS 016'o.c. "�. POST PER PLAN TYP. EA. END OF SHEARWALL PLYWOOD SHEATHING 318'0 THREADED ROD 10d O6 o.c. be s w�r.a SIMPSON A33 f PER SHEARWALL SCHED. - ADD TO (E) ANCHOR 2x P.T.D.F. LEDGER PER PLAN (2) PER POST TV. BOUNDARY NAIL SHEATHING BOLTS TO BRING AVERAGE TO END POST - TYP. SPACING OF SHEARWALL 3x6 P.T.D.F. SILL PLATE SIMPSON PHD ANCHOR BOLTS TO THAT EXISTING FRAMING -------- SIMPSON LUS28Z PER PLAN SPECIFIED IN THE SHEARWALL -TYP. AT EACH DECK JOIST CONSULTANTS TYP. EA. END SCHEDULE OF SHEARWALL SIMPSON SSTB ~ 1 1/8' PLYWOOD SHT'G w/ I CONCRETE PAD FOOTING ;: - SS7818L FOR PHD2 PLATE WASHER PER ELASTOMERIC COATING PER ARCH. PER PLAN - CENTER 3x6 P.T.D.F. SILL PLATE •: - SST020L FOR PHDS SHEARWALL SCHEDULE 'r ON W000 POST '• — SS7828L FOR PHDS 2�'4" . ..--SHEARIM.ALL BOUNDARY �y O v� i NAILING xi • � \ /IV I / /\ ,� ---�-- FLOOR JOIST PER PLAN � � a.: � � / \ SIMPSON T e1 ox. HD TAGGEREDZtt Q (2) 04 BARS TOP AND **--(E) FOOTING Q � J BOTTOM OF FOOTING O 3' CLR. 3' CLR. / / / SET THREADED ROD w/ Lu � Z O ��/\/�/\�� SIMPSON SET EPDXY Z ca PLAN PER ICC ESR-1772 AND �r �•. MANUFACTURER'S RECOMMENDATIONS 11 DETAIL 8 DETAIL DETAIL . DETAIL Igy_ p �4. 1N-1 1-0N "=V-o" � Z y W OC d /•-PLYWOOD SHE kTHING • PER SHEARWALL SCHED. SHEARWALL END _ _ POST PER PLANs/b"A ANCHOR BOLT (E) 2x6 STUDS 016"o.c.—� TYP. EA. ENG c PMK�CTNAAE OF SHEARWALL PLYWOOD SHEATHING 2x8 STUDS 018'o.c. SH RWAPER LL SCHEDULE %'*0 THREADED ROD n 10 � PER SHEARWALL SCHED. (MAXIMUM) - ADD TO (E) ANCHOR �+ Bt7UNDARY NAIL SHEATHING BOLTS TO BRING AVERAGE TO END POST - TYP. SPACING OF SHEARWALL I SIMPSON PHD ANCHOR BOLTS TO THAT 8 I PER FLAN SPECIFIED IN THE SHEARWALL TYP. EA. END SCHEDULE OF SHEARWALL :• PLATE WASHER PER • SIMPSON SSTB SHEARWALL SCHEDULE �---- - SST816L FnR PHD2 PLATE WASHER PER 2'-0" I 3.4 P.T.D.F. SILL PLATE--, ;: — SSTB20L FOR PHDS 3x6 P.T.D.F. SILL PLATE SHEARWALL BOUNDARY SHEARWALL SCHEDULE I • NAIIJNG SHEARWALL BOUNDARY 4x4 P.T.D.F. POST - SIMPSON P844Z POST BASE NAILING - TYPICAL I DATE: 00.17.07 ETD io / / 01 oRA1MY BY: axe lb (2) /4 BARS TOP AND / (2) /4 BARS TOP AND (E) FOOTING -. PR0►IECT. 207097 BOTTOM OF FOOTING % / BOTTOM OF FOOTING SE'i THREADED ROD w/ Ir 3. CLR M SIMPSON SET EPDXY TYR 1 -G PER ICC ESR-1772 AND MANUFACTURER'S (2) /4 BARS EACH RECOMMENDATIONS WAY 10 DETAIL 7 DETAIL 4 DETAILLj:� TYPICAL PAD FOOTING S4. 1 100=10--o" 54. 1 1"=10-0" 54. 1 �.9 of _.._.- .rc:.vM.ck.cfi^RriaU.aiwuve'a.r..,NW,,c.....;;.«.vnaWiAcnµ'wuaH•a.::.allrfufs,r.e.:.,:iat�lecl + :rwr..«, R.,uankrroak.TxY•n• - prow04 1 I Itill, oil nT 1T 4 '� T Fi.,, 4. �J kfi ��t '�: i r F .cl�;M'. �i i�*'.*Nt�l<ol.F. �S :; ,:•/,; '4,ti �y t ��A�� '•t t ,� is'� t� " :,7,� Z. 1.p; 1=.'.� '� +ki�rr ' '.,�h 1,;' .'��p s- , re a , ,� •fir... •n. - 'Ir:� , "�". � r a/rg i. � ' _ .^.. .... •-.+"r.a.s- mss^-.. �......�.: .......,�.. �,• ..r..�. , . . _. +w.+re.rruwe,w.n.^.+....w+.+-.-•w.+.yw..•YR'�..o-.. w+Wnaw.v+•.rr.R+•stl..MOM Mf+•-•+w::-ws-ay.T:..'w*AR+.H.:•rr•new.MY .o..w.s.. y„ W"Al1Ty.NJ�Y.J�'•aYIMP4.e.. '�.`i'1:«...5.-'+z.+..i•17M.LI^..h:'.f•n^Iw.r. i:,, �. .. iY"'JW".Gin'SIV...i�:.:✓�f*+YI.>:.:�•..1Mi!�+:"1.�.'NSI.WRRN.'4�.iR- I.Y 'y'R'�w+'^wrv�d �M•�„�:f�p'.�.. . . .. ,: ..,.:.a..,,.••.�nrwt.:•.rrwna..wx'wr.. .MMw�:..+rw:w�+r.na ■.r.tii�i.�l..>��nxwwa.-Yre.»ai..YMurr+:.•n+, arrwr":-c•,.c..:+r,,. »�. 'sMwrottaa.+aa -`.M....uw �+• 'a'11'►!'-e+'..lM�' ,i i;. t Y� 1M1 O pTUgq� F (4) 10d NAILS ROOF DIAPHRAGM -- TYP. EA, END D BOUNDARY NAILING ��► • SOLID BEVELLED E 1/2" THK. PLYWOOD �iaM cA it-2i-7o7:1 SHEATHING w/ 8d NAILS 0 60. 6", & 12" TYP. ALONG ENTIRE r • ' LENGTH OF UPPER ROOF 8 9 ROOF DIAPHRAGM • BOUNDARY NAILING (E) 202 FLOOR JOIST (E) 83✓4x21 GLS — SHEARWALL n ROOF JOISTS ROOD JOISTS- BOUNDARY NAIL'G � SIMPSON LUS410 I PER PUN PER PLAN ROOF DIAPHRA(*I 4 4" DIAMETER HOLE FOR - TYP. EA. END I PER PLAN 3" DIAMETER WASTE UNE �. (E) 2x12 FLOOR JOIST �-2x4 STUDS O 16"o.c. TJ BLOCKING I I ell 2x4 BRACES O SIMPSON A35 1 32'o.c. O 32"o.c. n v 4 I I 2x6 CEILING JOISTS 710 Nii'LWa 13/4' x 117A O 1.7E 1314" x 117/8" 1.7 E O 16"0.c. Stitt 300 TIMBERSTRAND LSL TIMBERSTRAND LSL _ SIMPSON LTP4 Pardand OR 97109 �• ROOF JOISTS CUT TO DEPTH OF CUT TO DEPTH OF • , 032"o.c. - Td. 303.211.1111 (E) FLOOR JOIST (E) FLOOR JOIST . • Fit PLAN b BEAM PER PLAN SIMPSON ITT TOP Fm 503.221.2077 ell 1/4" THK. x FULL DEPTH 1/4" THK. x FULL DEPTH � FLANGE HANGER 6m OF JOIST PLYWOOD SPACER OF JOIST PLYWOOD SPACER SIMPSON U HANGER -TYP. AT EACH END AND -TYP. AT EACH END AND I I AT HOLE LOCATION AT HOLE LOCATION 6 DETAIL r3 DETAIL PLAN S6. 1 "=�'-o" S6. 1 •!�1_0" NISHKIAN ROOF DIAPHRAGM DEAN A D BOUNDARY NAILIHG CONSULTING ANO STRUCTURAL C SOLID BEVELLED It ROOF DIAPHRAGM 1/l" THK. PLYWOOD 8 (5) 18d FACE NAIL - TYP. 9 BOUNDARY NAILING NAILS O 6" ". do 12" br Morr�.ao SHEATHING w68d EACH SIDE OF HOLE %"• LAG BOLTS - TYP. ALONG ENTIRE 0180o.c. do WASHER LENGTH OF UPPER ROOF t'-0_ 10_�, V-0" t'-O" 1'-0" 1'-0" - STAGGERED ROOF DIAPHRAGM I I ROOF DIAPHRAGM (4) SIMPSON A35 BOUNDARY NAILING TANTS PER PLAN g" AT EA. 4x BLOCK SH�WALL CON%kloo � - i i • ROOF JOISTS ROOF DIAPHRAGM iY NAIl:G i i 4x BLOCKING TYP. PER PLAN i o iAT EACH LAG BOLT PER PLAN — i W i i i TJBLOCKING Z O SIMPSON A35 O 32"o.c. W SIMPSON '_US410 _ - TYP. EA. END (5) 18d FACE NAIL - TYP. 4" DIAMETER HOLE FOR ROOF JOISTS I.: R �� SIDE OF HOLE ' 3" DIAMETER WASTE UNE PER PLAN c V (E) 2x8 STUDS0?3 :z a Z I (E) 63/4x21 GLB SIMPSON ITT TOP AT ELEVATOR SHAFT FLANGE HANGER (VERIFY IN FIELD) SIMPSON LTP5 1'-4" �, L 032"o.c. P PL JOISTS LEDGER PER TJBLOCKING SHEARWALL LUZ a ELEVATION DOUBLE 2x BOUNDARY NAIL'G LU O y SIMPSON LTP4 TOP It PLYWOOD SHEATHING M) 032 o.c. 2x STUDS PER SHEARWALL om v SCHEDULE 016 o.c. 11*AN\ DETAIL KOO'5 DETAIL 2 DETAIL Ut0 S6. 1 S6. 1 W a s � ROOF DIAPHRAGM SIMPSON A35 - TYP. E BOUNDARY NAILING EA. 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