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11140 SW 68TH PARKWAY-4 r s •� i z 7771 t OFFICE COPY --- - "JF FI- E COPY S T U D 10 a ' r n 6} U W I eterinary e erra enter C ARCH N C O R P O RALTB ID 4 222 COMMERCIM ST.NE • 1� Q SALEM,OR 97301-34 10 11140SW 6Tigard , Ora On 97223 P 503.390.6500F:503.390.6501 RECEIVED C q,p WEBSTAR V1 , LLC OF SYMBOL LEGEND : VICINITY MAP : CODE REVIEW : DRAWINGS LIST : PROJECT TEAM : • ° OO[iMlN,E MtvYfO..MF.WRI[CR NIUiOF I11fKCOH{IAIIIIIS,IN IHI C[MYd M WCUElHM1 EILWSMREDT',W.M'l ^o °c"p T": R GENERAL DRAWINGS: [OVATIONRRDICATEDIA WINUDW IYPf COD.n1KnM T,pe: V-R I EIECIR(IMGLLYWO 9V 9RIORR C~d Floor Ann: ],962..1. OWNER. srxou+D scum DocuuENnsrRuaoaa. / PREFER TOW1NfRCVI twdREA swEaNNA DE j1 S..wFloorAm: 1,650 v1. Gl .l TITLE SHEET 12 .m - --- - - -- '�/- D ELEVATIONS.,p, „ey,1OWNON ! ; � RDINRp E4kN: 3D<I'hop dPnWDI>N) G2.1 EXISTING SITE SURVEY WEBSTAR VI, LLC f.f.F. N N, Northwood Office Park PROJECT # 2ooa-t o DATE: 02/21/2005 CDoREFtKNa DDDR R Q E WO&St CIVIL ENGINEERING DkAWINGS: 610 Glatt Circle REVISIONS DETAI NURMFR 1 SHEETNUANER IL DOORNUMRER;REFERTO �,�fI C- 1 SITE GRADING PLAN Woodburn, OR 97071 DOOR SCHEDULES ' Ef 0 ''�` sw C-2 SITE UTILITY PLAN P: 503.981 .0155 5a� """ : Sw:os 65< C-3 EROSION CONTROL PLAN F: 503.981 .0158 SIDE NOTE IF RfIX.,REO # Clarke Berryman E: clarkebman@msn.com ELEVATION REFEAENCF PM ion oESIONAnoN C-4 DETAIL 3 REFERENCE EAiABER 12 SIDE NOTE N 11 sv AemA Y 7 . �-_, " - '+ Robert L. Engle E: renglelow@gwest.net OWGNATIUE: D 2 9 $ l**w g LANDSCAPE: Dr. Richard Howard E: howardguys3@comcast.net EIEVAiION c SHEETNLRARER - M.R „ 3EyREA PROJECT 291 I Park Ti .l TREE PRESERVATION PLAN Ken Triplett E: ken@triplettwellman.com REVISRNJ NUMBER . M &OH& a Ll .l LANDSCAPE PLAN Gene Wellman E: gene@triplettwellmon.com L^' 3 ¢ j ARCHITECTURAL DRAWINGS: W >�! miA NUMBER ROOM TIM ANDNIIMRER HY T � J Al .l SITE PLAN + DETAILS �- .... ..._ ... ... ywa. i�s SHEET NUA•ER RRa,r�ROOM N M „ m90.RN x sE 9 A1 .2 SITE DETAILSAROOM NUMAE0. Lam Yop„p° A2.1 GROUND FLOOR PIAN W SIDE NOTE IF I q V i s e A2.2 SECOND FLOOR PLAN A2.3 ROOF PLAN A3.1 ELEVATIONS GENERAL CONTRACTOR: A3.2 BUILDING SECTIONS TRIPLETT WELLMAN CONTRACTORS U A3.3 WALL SECTIONS Ken Triplett, Project Manager A3.4 WALL SECTIONS P.O. Box 160 A3.5 WALL SECTIONS Woodburn, OIi 97071 CY) A4.1 DETAIL PLANS P: 503.982.4188 A N A5.1 INTERIOR ELEVATIONS + FINISH SCHEDULE a � N F: 503.982j/0390 A5.2 CASEWORK ELEVATIONS ; O` { E: ken@triple ellman.com �. A5.3 CASEWORK ELEVATIONS O • ASA CASEWORK ELEVATIONS + DETAILS L- � Z } A6.1 REFLECTED CEILING PLANS ARCHITECT: 0 Q �w A7.1 DETAIL STAIR PLANS STUDLeeo and LaddIO 3 AIA LU Inc. w t ( A7.2 STAIR SECTIONS + SCHEDULE � (n ' � + E A8.1 DOOR, FRAMES + SCHEDULE 222 Commerci St. NE A8.2 WINDOW ELEVATIONS + DETAILS Salem, OR 97303-3410 N O i A8.3 DETAILS P: 503.390.6500 L C? d A8.4 DETAILS F: 503.390.6501 � � � < E • E: leonard@studio3crchitecture.com �... STRUCTURAL DRAWINGS: W: www.studio3architecture.com _ � . S1 .0 STRUCTURAL NOTES S1 .1 FOUNDATION PLAN • . 51 .2 FOUNDATION DETAILS VETERINARY CLINIC CONSULTANT �+� 0 S1 .3 FOUNDATION DETAILS WILLIAM PAUL STAB M, AIA ! ,r � V% S2.1 SECOND FLOOR FRAMING PLAN 4249 Coronado DriveSOA &A S2.2 FLOOR FRAMING DETAILS Tucson, .AZ 85718 S3.1 ROOF FRAMING PLANS P: 520.577.1351 ii S3.2 ROOF FRAMING DETAILSF: 520.529.3712 U S3.3 ROOF FRAMING DETAILS E: wpstamm@nelzero.net N O S3.4 ROOF FRAMING DETAILS _ 0 CIVIL AND STRUCTURAL ENGINEERS: MECHANICAL (DESIGN-BUILD) DRAWINGS: LEWIS & VAN VLEET MA SCHEDULES it M.2 GROUND FLOOR HVAC ( Consulting Engineers, Inc. �y M.3 SECOND FLOOR HVAC `\`E, is Chris C. Van Vleet, P.E. s aI V MA DETAILS 18660 S.W. Boones Ferry Road �� EFERRED Tualatin, Oregon 97062 ELECTRICAL DRAWINGS: }nsprInk" _. P: 503.885.8605 E1 .0 COVER SHEET gliga u r. g$ F: 503.885.1206 E2.0 SITE PLAN Numbing'- E: 8g g r E3.0 FIRST FLOOR POWER & SIGNAL PLAN iER E W J 13 . SHEET �13LL � E3.1 SECOND FLOOR POWER & SIGNAL PLAN MECHANICAL & ELECTRICAL: E4.0 PANEL 8, MECHANICAL SCHEDULES �� DESIGN BUILD `t E9.0 FIRST FLOOR LIGHTING PLANI Rl l I i` G ' I 1 E9.1 SECOND FLOOR LIGHTING PLAN RIOT AI'1'P." I I LEOlIJIYlTtlD.R •I II u n I � ul . tN a 11 1 1 InI 1 n ingl lu pulmpullugll11 uiulnl1 ull"0111 Nlj :a a 1� Ie Ia20 2 zz z3 za ze ze lz 29 ze 29 90 � ADD; . E 25X � I 1 Mt19PIRR ' 11i�1+1 � I ............. ,y P+k t j I�S' -- -- -- - STUDIO 1: - T R A P H C R V _ Y R�OISTETiE U1LSON PLAN ��OT E s: _ PH =L � �Dr LANA SURVEYOR LINE A(TOP OF BANK AS DELINEATED BY ENVIRONMENTAL TECHNOLOGY CONSULTANTS L mdaEt it I Sw Lww SI --- - � � FOR: WEBSTAR IV [] " ! Q PARCEL 2, PARTITION PLAT 2000 a a o w jNC. , LINE AT.50 SETBACK FROM TOP OF BANK. AREA BETWEEN THIS LINE AND THE EXISTING WATERCOURSE IS i0 -O2S ur IR nM Efl BE RESTORED AS A RIPARIAN ZONE,INCLUDING REMOVAL OF NON-NATIVE PLANT SPECIES AND THE SE 1/4 SEC. 36 T.1R.M. S. R. W.M. '�00• �- INTRODUCTION OF NATIVE TREE SPECIES TO DEVE'OPE SUITABLE SHADE CANOPY. hl,lpklllAt S1 '•' �_-.---_---1 1662,A HOWELL PRAIME RD. NE CITY OF TIGARD, WASHINGTON COUNTY, ORE-GON CXPIRATION DATE: 6-30--2006 SALEM. OR 0;305 Ph: 503-363-246N St y EmaR: Info•YIRwnSurww k4anm y }� SYMBOLS NOTES i SW 640M 3 sw CATCH BASIN THERE IS NO FLOOD DESIGNATION OR 4t� u str U, 14, INFORMATION PERTAINING TO THIS si,rE ' ?`f11•'r;��', RRE HYDRANT PER F.E.M.A. FLOOD MAPS. PER CITY OF ' sw strw St as TIGARD RECORDS, THIS PARCEL IS IN ARCH I T E C T U RE �10 STREE LIGHT JUNCTION BOX ❑ FLOOD ZONE C I N C O R P O R A T E 222 COMMERCIAL ST. NE T y�v tilt, LIGHT POLE -¢ SALEM,OR 97301-3410 ►1414fd 1,cxA110N ` pro" SANITARY SEWER Benchmark Information F:. S 3.390.65001 UI SIZE - I 293 w Hart" st Q� STORM MH � Index #: 150• www.studio3orchiiecture.com Elevation = 336.04 TVN Agency: City of Tigard SW tato, St TREE OR � it ,., 2,11 r. l .-••'•••• •• ..•••............. WATER VALVE WV "Brass disc in the concrete traffic island at the intersection of 5W ! SWDwt"`,4A St SII No*prt D4 68th Avenue and Haines Street" A tai`Y Opp b L '� �__ __• __. _. ___ ABBREVATIONS - - VI(- LAITY MAP _----_---_ -__ .-- -_-`--- CB = CATCH BASIN PWR = POWER SD = STORM DRAIN IN THE EVENT CCNJFUCIS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SFALFD SS = SANITARY SEWER DOCUMENTS PREPARED LY THE ARCHITECTS AND;C*THEIR CONSULTANTS,AND ANY COPY OF THE DOCUMENTS TRANSMITTED BY MAII,FAX, ELECIRONICALLWL = WATER LINE SIGNED AND SEALED DRDOCUMEF TS%HALORIGINAL GOVE N. WV = WATER VALVE PROJECT # 2004-10 DATE: 02/21/2005 REVISIONS ROCK WALL / IRON R00 WITH 5/8 __ 4��:,• _ I" I D GLAS FIR r YELLOW PLASTIC CAP _ WHITE 0 K J �j r.�� norscct DRiFrntrtA \ --�__ v L" /� ?/:'RCL � \ I S01'46'41"W 500.54' (SO1'47'31"W 500.63')!' a,•s � tv~'ASH ORE 1 vrs t T rtttitVa \ _ < ,�Te �Bso� .Z 10 RE� LOF �, Fly ti N� pp � \ ttS R, 01)" a Olt 1 '`,�� 'tb @ n;21 U.II• \ �,1;, 6Sa, ��'` _'-- ___� •_--`�27 Y G) FROCK CREEKIry Ol rA �o \ \ ;cy�s�. ♦ �V �GRAHESTNU P f0 F w �,�//t C Ht b"rAAIVAt 0Qa •2 APPROXIMATE LOCA11ON ? _ ' \ ao u'�/ " OF STORM DRAIN PER ` CITY OF TIGARD 1 r 2 (RECORD SHOW 12" LINE) ER Y ^' PERMANET SLOPE HITS SP\ � '=j3 - - 'Fl �/ P/csA ctauce EASEMENT RECORDED �� I �� m �,; i)RW_•.-. JANUARY 17, 1986 ASj j/ CN 3 Al`• \ \\ \ F� t,t(?�R `/2z`zoJ5`oRiR.. ._#�"�� FEE LA0. 86002742 L"�`o CUI.VE_RT \.. _ ^`1 36" IEC 260.99 �,v .� 7"E 48.37 MF �W SU3V) ` ` nRA S (NO�r,3'4�"W 48.29') \ 2>S '/ '`1`'9 SIDEWALK SCREW !N ` " • C3 _ 5/8" ROD W I IH �j� YELLOW PL T1IC ^,AP r ia, 5/8" IRON ROD WITH 1 e�' % 0 V YELLOW PLASTI CAP A71 _ gyp. \ . r CEDAR \ 1 4 1 / p _► `^ L� \ , STERN- RED / EP a \ UJN PLICA TA .'!�� 12 CMP W 271.33 / • `C) '�• \• .2 9 •/,5' DRIP CENTEJLINE 15.00' WIDE �� /� W PUBO STORM DRAINAGE I 1SLACK LOCUST L i hOBI,Vl�PSI�YiLf41CAGlA --- EASE�ENT 6 :I \ :ENTERLINE 15.00' WIDE \I. \�• \ ` - I " 168_• • / ,(s S1►��y (PIM=269.5 �L:/ // I (� SEWER EASEMENT \ ! I / Ir. -+ p I CMP W - 257.83 d i • t; RECORDED OCTOBER 11, � \ \ - ' `'�� /'� 24 E / �/ i 1908 IN BOOK 720. PAGE \� \ \ �: r'6+ 24"IE CMP E - 258.31 / - 1 \(� / j rr, 12"IE CMP NE - 259.U5 j. 32 . 12"It, CMP N 265.57 1 ; �� Z / I�� \ , • 1 BIC P>W _ 267.47 \ �� 12�IER MP tN.6b1 264.79 �\;,' f I J-' �./RsH R M 15) � r- �J t Y • ' '. 64.4, i' o IE N IE W - 267.67 f`. \ .✓�� •'� \ � 12 IE CMP SE • • 268.15 NU, .:0 ' 107.31 -��-� -- - O.��b�- ��.. ^ o IE SE - 268.8 71 N01'39_56"E 121.41• (N01.39'56 E 121.44') '- - - --g=- WV _- - -- ` BRASS SCREW IN SIDEWALK 1 'j a � y • 21 �( 4 SDW.H (RIM=275-W ( , -J°' 21"IE CMP N -• 268.15 �✓ I \ • 12"IE CMP E - 268.63 g' �. ; \ - - I •n - _'.``� - -- i� 15"IE CMP S - 268.31 12"IE CMP SW - 268-39 • - -- '- 24-IF GMP F - 256.19 1Rlly1�Z4 " _ .69 SSMH MP W 2 5 5 / � a 4 IE C 7 260.70 , �-� N 1 - E ;t�llli__(Rl►�:2258.2 ��`�0 96� �LRj"= 7SL�� 15"IE CMP N - 257.21 IE NE - 258.20 IE SE -- 260.87 21"IE CMP S - 256.a IE SW - 259.10 15"IE CMP N - 260.71 IE O 12" RISER- 268 55 3g"IE CMP NE - 255.79 IE S - 258.96 15"IE CMP S - 260,58 36"IE CMP SW - 255.60 12'IE CMP NW - 261.35 SHEET I w EXISTING SITE PLAN _ -_ - __ - ---_ Z 02 0* 11 r� yc;Atf I x) 0 • ' - YFNMTMs �RHII+l 16'nM'••' N + n nr m1 c.l�.1/r•»/tta6 f AtM'l1�FR.• "' . ,.,,,. .....-....,_.. ._.....,_.., ry ,.. , .:..art '�{ a.-;••..,..W, ....p_.. . ,.,. ..,,, :. +an+uM.:,w...•n WM`•_atc:•+,AY"�Wu.w/s. ,. ' ' j;+ Cm Illli11111 II,I ii III III VIII I(I III111111 i11IIIi.E(�IBILITY 8TRtP o l0 11 z I3 la Ie I� 18 IA ao aI 22 23 24 ala ale 27 a 2I9 �Io •'a ... I U tr l•I.I CT , L I 1 i 01 M0V I o E flM oe ry i. a ( 4y 4'1Ia R N , •' 1 S T U D 10 GENERAL GRADING NOTES: C-GRADENOTES 1, SOILS REPORT PROVIDED BY r-ARLSON GEOTECHNIC I ON ROVE I@FB IN THE EVENT OF DISCREPANCIES BETWEEN THIS SHEET AND THE SOILS SITE GRADING LEGEND REPORT, THE RECOMMENDATIONS OF THE COILS REPORT SHALL GOVERN. LUND-GRE) 2. ALL GRADING OPERATIONS, EXCAVATION, FILL., COMPACTION TESTING AND BACKFILL SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER. EXISTING CONTOUR LINE ESL K( NO FILL SHALL BE SOLACED PRIOR TO APPROVAL OF THE SUBGRADE BY THE ' SOILS ENGINEER. COMPACTION SHALL BE DONE IN ACCORDANCE TO THE RECOMMENDATIONS OF THE SOUS REPORT ,�,.,,,,..._.---155----��` NEW CONTOUR UNE ® * CATCH BASIN UO • MANHOLE 3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS CT-b CIU UTILITY POLE INCURRED FOR INSPECTION AND TESTING OF SOILS DUE 'TO FAILURE TO COMPLY WITH THE MINIMUM REQUIREMENTS OF THE SOILS REPORT. EXISTING SPOT ELEVATION � FIRE HYDRANT ,� , 4. ROUGH GRADING: BRING ALL FINISH GRADES TO APPROXIMATE LEVELS 154.5 �M M MEIER A R C H I T E T U R F ' INDICATED. WHERE GRADES ARE NOT OTHERWISE INDICATED, FINISH GRADES /-- NEW SPOT ELEVATION ARE TO BE THE SAME AS ADJACENT SIDEWALKS, CURBS, OR THE OBVIOUS / PROVIDE STAKE. SEF SPEC'S C1 V UrIJTY VAULT 1 N C O R F O R A T E D ;RADE OF ADJACENT STRUCTURE. GRADE TO UNIFORM LEVELS OR SLOPES "�� SURFACE DRAINAGE FLOW L� VALVE TER AND PAD BETWEEN POINTS WHERE GRADES ARE GIVEN. ROUND OFF SURFACES, AVOID ® �') VAI.Vt: BOX COVER 232 �� ABRUPT CHANGES IN LEVELS. ROUGH GRADE TO ALLOW FOR DEPTH OF '0 »5�141fD CONCRETE SLABS, WALKS, AND THEIR BASE COURSES. GRADE FOR PAVED B.M. BENCH o-o 7 LIGHT POLE �>� DRIVES AND PAVED PARKING AREAS AS INDICATED AND SPECIFIED HEREIN, AND S.M. BENCH MARK h�!„ilO,i601 PROVIDE FOR SURFACE DRAINAGE AS SHOWN, ALLOWING FOR THICKNESS OF TOC TOP CJF CURS �� / 1 \ WALL MOUNTED LIGHT SURFACING MATERIAL. BOC BOTTCW OF CURB 'C FIRE DEPARTMENT CONNECTION FINISH GRADING: AT COMPLETION OF JOB AND AFTER BACKFILLING BY OTHER OLE CRAFTS HAS BEEN COMPLETED, REPLL AND COMPACT AREAS WHICH HAVE MH MANN SETTLED OR EROOED TO BRING TO FINAL GRADES. r6 CATCH BASIN T.O.W. TOP OF WAIL �`J"' �`F•� GRADING TOLERANCES: ROUGH GRADE AT PAVED OR LANDSCAPED AREAS: 10.1 FT. B.O.W. BOTTOM OF WALL FINISH GRADE PRIOR TO PLACING FINAL SURFACING: :tO.03 FT. E56237PE 56237PE 5. EXCAVt.TION: EXCAVATE FOR SLABS, PAVING, AND OTHER IMPROVEMENTS TO SIZES AND LEVELS SHOWN OR REQUIRED. ALLOW FOR FORM CLEARANCE AND REQUIRED BACKFILLING MATERIAL ` OR CION FOR PROPER COMPACTION OF QU , EXCAVATOR(S) MUST COMPLY WITH O.R.S. 757.541 THROUGH 757.571; �ry 2 Y' EXCAVATOR(S) SHALL NOTIFY ALL UTIUTY COMPANIES FOR UNE LOCATIONS 72 HOURS (MINIMUM) PRIOR TO START OF WORK. DAMAGE TO UTILIIIES SHAM BE S D � CORRECTED AT THE CONTRACTOR'S EXPENSE. EXPIRES: 12/31/1n 6 EI-FECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED AND MAINTAINED MEETING THE CITYS REQUIREMENTS. THE CITY ` MAY, AT ANY TIME, ORDER CORRF.CT'IVF ACTION AND STOPPAGE OF WORK TO MMMrK A� i ACCOMPLISH EFFECTIVE EROSION CONTROL. 7. EFFECTIVE DRAINAGE CONTROL IS REt1UIRED. DRAINAGE SHALL BE CONTROLLED � WITHIN THE WORK SITE AND :SHALL BE SO ROUTED THAT ADJACENT PRIVATE �� ' cmam PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING SYSTEM ARE NOT �'®A ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER CORRECTIVE ACTION AND STOPPAGE OF 'WORK TO .A000MPUSH EFFECTIVE DRAINAGE PROW# 2004-10 �` CONTROL. ' 8 ROUGH GRADES TO BE HELD 6" BELOW FINISH GRADE IN PLANTING BEDS AND DATE. "114AM 3' IN LAWN AREAS FOR PLACEMENT OF TOPSOIL. ROUGH GRADE TO ;ADUTAIE ALL PROPOSED DRAINAGE PATTERNS AND SLOPE AWAY FROM ALL STRUCTURES OR SITE FACILITIES AT A MINIMUM OF 2X GRADE. ROUGH GRADING SHALL_ REMOVE ALL CLODS, ROOTS, STONES OR CONSTRUCTION AM BY DEBRIS IN LANDSCAPE AREAS. 9. STOCKPILE EXISTING TOPSOIL ON-SITE MIEN POSSIBLE FOR USE IN I ANDSCkPE CHKX- BW AREAS. THIS STOCK-PILED TOPSOIL SHALL BE FREE FROM STONES, WITHOUT ADMIXTURE OF SUBSOIL, CLAY, LUMPS, NOXIOUS WEEDS, GRASSES (SUCH AS: HJRSETAIL, QUACKGRASS, JOHNSON GRASS, OR THEIR ROOTS), OR MATERIAL DETRIMENTAL TO PLANT GROWTH THAT HINDER GRADING, PLANTING, OR MAINTENANCE OPERATIONS. PROTECT STOCKPILED TOPSOIL FROM EROSION AND DO NOT MOVE IN A FROZEN OR SATURATED CONDITION. 10 5% MAXIMUM SLOPE (EXCLUDING RAMPS) AT PEDESTRIAN SIDEWALK `:ONNECTIONS FROM PUBUC R.O.W. TO BUL.DIN� ENTRANCES. 11 2 MAXIMUM SLOPE AT ALL HANDICAPPED PARKING SPACES. ' � ~ - _ r^�� -- ROCK WAIL _ _ - - --- /� i-•, i-2�?9 _ __r=f�-s'i y 'L , I16 - 7~.' D LASS FIR , 5/8" IRON ROU WITH of .. �6r. i. . `''r" t>?-- j . _ _ I 6 _j[i:� ��ei' 1 /i'' ' "CN MVP MIA o� ;YELLOW PLASTIC CAP r;t.c r�1 _ - -_ _ _ Q1- 'i X_� r�-'- i_ l`-7 � -'� - ,' i' ,' �,' �' ,•�I1 � O�A�� `�ti:,' r *,�5 S41'=F9'�t"Y1r�00�5�;(�C11'47'3?500.63')r ' .' T' '• ''� 3-, ,, .' *2 , - J. c: CION AS11 ! �� 'A• - -_ - r __- - `S\ "__ -2f�0 ----"'28�-L?' _ - - - i / i *21� �' 1��t, F RETAINING WALL Y�,D- 2,F F', yt�twaA "1y�`� - -- ---- - -- RETA1NM�l(�WA4L- - ___- r j-END WALL `� .z „1 END W , ` rarer, 0.W. 273: Ma"� DEP, -� ' `\ - _ \ "��' - - - _ �.I -��, lr --- _ �`' _ _ 3.0 2�83.Q -\�- - `L _ -'�1_ - - 213 ^,a�, 277 1- �\♦ , i1. \ \ \ E A `-o•- _�� - r, - - _ - - T.O.W DEFF 1y 1101171E - -- hel Au , fir • `\ a S�1 !� ! $�' _ - '�•� `'x•13 :.` T ,g\� _ \'��\ 4 END 'HALL _ - • ?� d 277.2" •'1 - - - - --- - ur ;` - �iOR 4 ?7 *1 -- -- 273 S .' ` - - _ SJ:'`,wr, A�VI s `t a DEI? - `, - -_-STRlJCTURE - - C 7 ` ? % a , 4A \ !' - i �7� ��j - IM [7..0 �� Erb WAL'�AI 282I1�� `AZ`s` `` . a2 �P� 'r ` \ ``_ \ 2•� .BA - , , I _� - ^� r'.• �-;' ° \ �\;;,\y S.at•., y, RED�L .\ -_�1b-9_ '�66 r1 �1 F i �� 1r ' `T `, r' 272.0 J . ,( '� ` ` `\`.; ` ♦ 26 _t��, i 1L�`\�'' I r i _ 71 5 7. / -- - ----- � \ \-- �t�C�iER�tY r 7 0 71. I / - - 4 • `�` 1 1 •. J 1- � ^ SrA,NITARY EASE��AENT LVCrS=RG ` \huR a`r� �2 � 3 27 .5 0 44, 276.3 ''' >.■ 2 75.0 ALDErY \ ` ?, - .q. ur '., �!► r , ,3 275. _ i 272.5 R ' R eS' - 'l."'�'-a•e a 271.7 �_- 2? 275.0 '37 `2 71.f9 2 5 /.. BIASS SORE;, 4 "W 4 .29')__-` 2&.36 ,i r \ tJ�Q� - - - - // ` 27 .5 SIDEWALK } • ` "REP �\- - - Lu w6r , -+ AREA DRA AREA RAIN 73 5/8`4"`elm\*N`REti ALS - -1-- - � �r r , � � RIM.272.2. !� 272.3 L I \ 3:: O LOW-RLA5713 'L�� JQ-- S/8" IRU , RhC,,N1+I �� r , r � -`/ � 275.5 %i ' YE_ \ , - �, LINE OF FUTURE _ _ 6 Y� � AREA 275.0, BURIED 42'ta STEEL CULVERT ._ _\ _`SLI-AW,PLEA„T:C' ' 4R , , ' V) ' - \ ,'r rakSTERNr RED , ADDITION --� 11 h RIM 275.0 � _ - ,5 - 24• CRIVEWAY PER -,s / INET -< --\,�,, ! S�1J1.Y1e� P. ` `*y �j� 7 s S+ VNF' 9 CITY STANOARDPS r/ I c Y(10 cj9 ,'.;' ',, , v l 271.5 O P7J6tA�actt 5 SLOPE EASEM6ENT ___ , r PE:RMANET SLOP E ` .a � ` 4 `\ `` `` `� , , `� � \G a21 ` „ , EASEMENT RECORD V �- - 2` 1.33 15 00' WIDE \ \ cla _- - 'L JANUARY 17, 1986 AS , �A�� \ ` MENT , . . .. , - \ . . . ,'' r �. STS MH RIN 270.$ �. �r s / RECORDED TOBER 11. JJ��rJ� IM 271.1 i _ -fEF_ NO. 85002742 _ - _ _ �R EXISTING �� / 1968 IN BO 720. PAGE !\ `� \` \ `'� `,1�e1, \ +��\\ \\ 1,1 /� \\�s�hq�r, i!- P PLANTER STRIP 532 \ \'� ,\ '$c�P \ \ F a v _ ! t \ ,L\ 1 RJW p Q5 r EXISTING CURB \ J 1�JEDICATI , TO REMAIN \ t,2 •� - 2 `\ ' \ 271.0 2? � \S%� , __ - QAC'. ''GcMa H(R tit=_4_: ;'_. • ■� !\ �, LINT f _ �. IN;iTALL 9' SIDEWALK ALONG IE N - � \ 1^ \ \ 271 RL NE- 5.00' aQD_ \ h 9 56`E ' - `� FRONTAGE. -PLANTER STRIP - CITE- I t \ -- -_- - 2 ' - - - _ WID I f S FROM 2.75'-4'. c SE ------- ----------- y1 \ PUBLIC STORM DRAINAGE \ --- --- - 11�e��--- ��.._ 1 ^tiq 2t ' 'x -,� U I¢ ?.44' �j 3 F EKING / ties \ �' �) l :� '9�. P/W EXISTING b '}' 69.26 - .,.� EXISTING 5' �•,%'/ CURB �P�e6SIDEWALK TO 41 w„ BE REMOVED 56 r �r � '` ; .>' EXISTIN _ORASS_SCREW+-12 IE CMp N8.66) 4.79 a A 26 R K *' OF R/W ` PLANTER - -- -- M SIDEWALK - ftw IS?IND CURS _ s '7 4 1 J 20' DRIVEWAY PER 12"IE CMP SE - 264 a? '�� A ��'` i �� , 0 REMAIN STRIP QQ SDMH(R��J- W . . 81 6-Q r1 - , 2I"IE CMF N - 268.15 y 12"IE P w - 267.4% CITY STANDARDS t 2"IE CMP E - 268 63 IE CMP S .39 aP -- - 268 s �• --r---- - -`;----- r+}� -,�_ - - -- -� _ `f° �r.� 12"IE CMP W - 268.3 ® 2 770 CB (Rb' 68 5 ) 57 ® . b R fE)OIIG C!JR _ _ _ • - - ` i2`IE CMF N 265. 0qe r / 1 24"IE CMP w - 257.83 _ - 24"IE CMP E - 258.31 12'IE CMP NE 259.0 _r ��1 s , 24"IE CMP E ••� (R Ma 70.50) 24"IE CMP w - 7.55.69 h lR)M-2ZP_= Q ffiW, 77 I5 - 7.21 IE N - 260 �0 . IE NE - 258.30 SB.SBtLS&Mi27�) 7 15"tE CMP tl - 25 IE SE - 2F0.87 21"?E CMP 5 - 256.22 IE SW - 259.13 15'I= CMF , 260. 1 IE 0 12" RISER- 268 55 36-IE CMP NE - 255.79 IE S - 2589,6 t C 5 - 2150.58 36"IE CMP SIH - 755 6G 5„IE MP 12-IE CMP NW - 261.35 LEWIS & VAN Vl_EET INC. SITE E GRADING- FLAN � t_;UNSUL.1 rNC, ENGINEERS Y ' • 19a ..r �9 rya IT GRADING 20 0 70 4Q °e�o� n«t. SITE G D G rW501,13r1W.12% x PLAN 1 Off 4 1frh '°nk-.iw,w,......:r"w«...r+rw+►lrrt .�...-..•+...._...T,•...•...,.-._.-............_..-.,..++..•:•wo--.,-. _..- -.....,...,:..,.+.-..,.,....w. w�^,..Ta."..aAr-.-, •�.w.w.nw.•f. ,I@r '"' _. _� -.._-.........�....�.....,..... .. a,��..+ s.alAl�!•�..aw�ItlI�.IIII/II. ,, m.«rt,�. LEC>fi9�.ITY �Tltp I B ;►�Inlil I rtlM ono �IIII�1 ,1'IIII IIn�InI�,11I�nu "" 1I'I��.�, �(1 il1;i, I �i �:I1� 1 r. { r' I li I I ( I: 1 l P (� I ?_ 3 d �jj 1 O 11 1 S? 1:� I d 1 b 1 Y 1' i R B 4 � 2I a'2 2a .�a �,� 2s :�'� 29 28 30 ,, 1 " Ito ', • �y ` 1 i C ` ..:, ,� :• . r , , ' 1 i `r �r t,e , "t"till A 7 GENERAL UTILITY NOTES: SITE UTILITIES LEGEND i• AU_ WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL. STATE AND d LOCAL CODE AND ISNIF}1RMS. AND BUILDING CODE. EDITION OF THE UNIFOR4 PLUME R!� -- SAN - NEW SANITARY � EXIST, NEW r WATERLINE MATERIAL. TO NATHIN FIVE FEET OF BUILDING: FIRE UNE.S: -- iy"SAN - EXISTING SANITARY `'TS - NEW STORM SEWER ® A CATC'I BASIN „ r DUCTILE IRON, TITAN JOINT, CONFORMING TO AWWA C-151, CLASS 52 -- - TEST: TEST AND STERILIZE AS REQUIRED by LOCAL WATER OEPARIIMEN f -- �"STS -- EXIiI1NG STORM SEWER Q • MANHOL_ TEST: PLUMBING COOS. -----• NEW WATER �) C� UTIUTY POLE AND w EXISTING WATER /*,, FIRE HYCRANT 3• TERMINATE BUILDING FIRE ^SERVICE AT 5- FROM BUILDING, DW DOMESTIC WATER CMlEl METER 4. FIRE DEPARTMENT CONNECTION (FDC) LOCATIONS AND SIZES TO BE FW FIRE WATER COORDINATED WITH SPRINKLER CONTRACTOR. PLACEMENT MUST BE ATHIN 70' - ----0 NEW GAS �V � UTILITY VAULT OF FIRE HYDRANT. --� --- EXISIING GAS T T TRANSFORMER AND PAD �NC0kP0RARCHI �TID 5. ALL S•fORM AND FANITARY SEWER LINES UNDER OR WITHIN 5' OF THE E -- NEW ELECTRICAL `I' `I OUMDE OF THE BUILDING OR WITH LESS THAN 15" OF COVER SHALL BE LIGHT POLE SCHED. 40 D.W.V., D.I.P., OR 0900. ALL OTHER SEWER LILIES MAY BE PVC --- E EXISTING ELECTRICAL _p_ -�-- WALL MOUNTED LIGHT 17- ��'�'� 3034 MATERIAL, UNLESS NOTED OTHERWISE:. T NEW TELEPHONE LINE / I ` / I ` 3/+11 ,OR V=14410 EXISTING TELEPHONE LINE < < FIRE DEPARTMENT CONNECTION r00820CAM 6. PROVIDE CLEANOUTS AS REQUIRED IN THE CURRENT UNIFORM PLUMBING CODE CHAPTER 7, ACTION 707 AND 719. AND CHAPTER 11, SECTION 1103.4. EXISTING OVERHEAD LINE pq VALVE Nt 1 NOTE: ALL REQUIRED C.O.RED CLEANOUTS MAY NOT BE SHOWN ON THE PLANS. . CLEAN OUT INVERT ELEVATION O O CLEANOUT CLEANOUTS TO BE INSTALLED AT ALL DOWNSPOUT LOCATIONS. MH MAN HOLE 10. THRUST BLOCK q 7. EXISTING UTILITY LOCATIONS SHOWN ARE APPROXIMATE BASED ON FIELD CB CATCH BASIN OBSERVATION AND CITY RE-'1RUS CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR :J COMMENCING WORK. NOTIFY ENGINEER OF A a DISCREPANCIES. 56237PE / 8. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT SHOW EVERY OFFSET, BEND OR EI-90W REQUIRED FOR INSTALLATION IN THE ^L l SPACE.- PROVIDED. THEY DO NOT SHOW EVERY DIMENSION, COMPONENT _ KEYNOTES � OREG0' � PIE--E, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT.CONSTRUCTION. 15 2C�� EXISTING CONGI�10!1S IN THE FIELD BEFORE BEGINNING CQNSTRo NTH LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED TH O INSTALL MANHOLE OVER EXISTING STORM LINE AND ROIJIL NORTH TO OUTFALL �/(. �Q- I EXISTING UNDERGROUND UTILITIES LAYING N7 THIN THE LIMITS R EXCAVATION TO EXISTING CREEK. LINE WEST OF NEW MA14HOLE TO BE ABANDONED. (REMOVE UNDER BUILDING) S• DICE ' d SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY JNCOVERING, VFR!FY EXISTING DEPTH AND LOCATION OF 24" CMP. FROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC, AUTHORITIES WITH LEXPIRES' 12/31/ JURISDICTION, BEFORE BEGINNING CONSTRUCTION, CONTRACTOR TO No Q INSTALL 1" DOMESTIC WATER METER AND 1- DOUBLE CHECK VALVE PER CITY OF TIGARD ENGINEER IF THERE ARE ANY f ISCREPANCIES. STANDARDS. PROVIDE 1-Xi" SERVICE LINE TO BUILDING. M1NMf��p�i� 9, WORK WITHIN THE PUBLIC R.O.W. MAY REQUIRE A PUBLIC WORKS PERMIT. PROVIDE STORM LATERAL TO DOWNSPOUT (DS) LOCATION. DOWNSPOUT LOCATIONS SHOWN ARE 10. ADJ ST ALL MANHOLE RIMS TO FINISH GRADE, WERE REQUIRED. APPROXIMATE AND SHOULD BE VERIFIED WITH ARCHITECTURAL PLANS. DO NO CONNECT DOWNSPOUTS TO FOUNDATION DRAIN. O1M �wlt.sac, I1. UT,L.I'nES SHOWN TERMINATE 5' FROM BUILDING. SEE PLUMBING/MECHANICAL PLANS FOR CONTINUATION WITHIN BUILDING. CONFIRM LOCATIONS PRIG? TO ® INSTALL wA TER QUALITY MANHOLE PER CWS STANDARD:;. SFE DETAIL SHEET. ��'�'"""��• RIM 271.1 CONSTRUCTION. 6-IE !N(S) 268.51 t '2004-10 12. ALL FIRE HYDRANTS TO BE PLACED 3' MIN. FROM BACK OF CURB. 13. INSTALLATION OF' THE UNDERGRDUND FIRE LINE TO BE INSTALLED AS PER 8"IE INCE 268.25 8-IE GUT(N) 268.15 DAM. 04/14l 1995 EDITION OF NFPA 24. 7 14. ALL BEDDING AND BACKFILLING MATERIAL AND INSTALLATION SHALL MEET `) RIP-RAP OUTFALL. SEE C I' THE PIPING MANLIFACIURER'S SPECIFICATION REQUIREMENTS, ALONG WITH A " FOUNDATION DRAIN PER STRUCTURAL PLANS. MINIMUM DEPTH 04 BURIAL. WHEN FIRE PROTECTION, INCLUDING FIRE TO CONNECTING FOOTING DRAIN TO STORM INSTALL BACKFLOW VALVE PI+IOr2 !_INE. ' 0 ""q �" mzS APPARATUS ACCE1,S ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, IS 7 lF em REQUIRED TO BF INSTALLED, SUCH PROTECTION SHALL BE IN STALLED ANO MADE SERVICEABLE rRIOR TO AND MAINTAINED THROUGHOUT THE 11ME OF CONSTRUCTION. THIS INCLUDES FIELD INSPECTIONS, FLUSHING AND TESTING, AND FULL APPROVAL OF ALL FIRE LINES AND FIRE HYDRANTS. UFJ 901.3 15. CONTRACTOR TO COORDINATE. PRIVATE UTILITY SERVICES (.POWER, CABLE, TELEPHONE, CAS) WITH LOCAL U1ILITY PROVIDER, LOCATION OF ANY PIPING, _ ME TERS, VAULTS, TRANSF(-RMERS, PEDESTALS, ETC. TO BE COORDINATED \ WITH ARCHITECT/OWNER. TRENCHING AND CONDUIT TO BE PROVIDED BY CONIRACTOK UNLESS OTHERIMSE DIRECTED BY UTILITY PROVIDER. __\ - ---ROCK WALL - y.._ •r. � I ,_ - OAEiGLA9 FIR 5/8" IRON kOD WITH - - ';_ --_== t. /b ;YELLOW ELASTIC CAP �, '',` _ �: - - - ll�j I t k / I / , \.. ' 1; \ /' .+ ' I , /r✓ ,./i! f/1:SUC,*r TA.F7tYJ:JA lo low Am .kl_\. � ------ --- --- _ - SUI'4d'4t'''N-500.5 ..� -'� r _- ------------------------- ---- - - \: COZ60N ASH, \` '4 --- ` + --- - ------------- ---------------- - - - -" ^- - - - - I-,IEG`G�DI - Y\ `\ �\ `` :+1 r \\ -_-- - _ _ -_- er N ® I r � \A -#,LDER. - p ♦ / ♦ `\ J'�• \ ' - •.\ \ 1 `\ �` --- - -- � � � 'r j� LACIUCAWPACf ` ` ` l E17 � � t;. � lI �ru'4 - COMPACT CDA•\CTICQIPACI f;C„PAC !Y11AP P!I_ CCAI CT COUFACT- 11 I- ACT "O�A•ACT J„(71rP!•�i ;sEv �r , ,� -APPROXIMATE LOCATION, .\ f ao - ' 6 _ OF STORM DRAIN PER - - - - - -- - `;, . I'ri '•, \ - -a�\ - _- 1. . ; C4 ------ -_ `CITY OF TIGA♦�D �1 /,- .`, S+` -- 0R st H �70 ,�r�` - -_' �-` '� 1 (REC,ORD SHOW 12"'LINES -- --- ` - ,,T, 'y,. 1%' ,•<' _ POND OU ` �' ' ' ` '�\ ,•a I_-1` ,,' -\' _ STRUCTU _ if ,T C81 11 \\ f 1 �� = � "'��+ R A DER ` ��``� - - , �. " Mp 208 8 IE 268 �. RIM 271.0 E STS t 1 1.-I �' �a., _ 4 �' _ _ _- . \� \- _ '�_ n•r - , , 1 \, ` - i RFLOC CN _ � \ . 6•.-- OCAiED ,�- - I/ E 2990 5 0.0100 t�------ - `��`.`\; ♦; \� 5.4t ,lk°? S, �=REQ\AL R\ _ ,r, 1' ' ' , '+ i 1��- � `� Ss0.o1Qo MIN• SQ �� • �,�e ` L `� ` ♦ `\ ` `\ ` `� \gry.v2C�'\R1rdRAA4 LKERMY 11 `` ♦ ♦ ��•�� ` I - \.`.\ ,�\` ` \\ ';` \a ,,/'t,:\VikP• U, •\ tN/CIA , +1 , 1 1 ♦ =1..` _ ,�f- _s 1 4"STS_ yr \ _ rn - ��s ;�, J+ C.O. I S=0.0100 - - - -_ / ' I ,RL:Q �� i' ; T ': '+ ++ 1� ♦ �♦ + - a ? , + \ �� %n mow. SANITARY EASElNEN A4vuR _ \ , ,. ,!1,r'. 7, •�. Ys11:TCa` �\. + \♦ ♦ \- ;iy ;t { v \ �iEb ALDER _�_ 01 ♦ ♦ i --+- fir/ `. `\ \\. ` ` -TT. /, i, •� , 1 \ �-\ \ \ \ \ \ - - TYPICAL ' + O• �1 - - SI ALK t fi 'r Ka \� `�� \�;:�`�.\ � Al �.�30346 W 48,Z9') -.`` \ \i 2 ,Lill I I I ' `'`rl�� P�"�\\ \�, 11 c� 4"IE t"7D 5 , "• r \� i • r • \, _`- / Y 6Ew �r„n L ..8 \� _kTr `. \ ►t Ml! 1 -- - ` ' ++11 I I , 1 ra a_t\ V r \. `J . \� \ \ �1,,+ 1 I I , t- ♦ `` 1 1 1 © RIII A s�* '` 1 +1111 1 1 I +' `♦ ♦ ♦ 1 1�1 ' g�8"��1`Rl7iLt�3Ft�BEd' AL•D'E -"'�\--- - 1 1,,11 I , . D�2 i IE 276. r - I �.,, A" IRON, R D INnIfH ` , + � + 1 , 4"IE 270.5 IE 270.45 - YELLOW PLAN;��`�` $ / p 1 '� 1 , o _♦_ _ , y AREA DRAIN AD1 LINE OF FUTURE i �'� -t�-- L1�W�IPL'A:iTIC CAP •. .� 1 11 �♦ 1 i r8 ,,TS ADDITION r _ RIM 27:,.J \ 1 1 + ^06k1ED •4A o STEEL. CULVERT - .\ �\ \ --\ t 1 s. I I - "c �� (` s 31 � Icx ;TERN' RED E`QAR, 1 1 / S 0.01')0 -� -.c�; `4 I 270.5 - - ``;♦.;``_.( --\�\ \ 1 ��.a._'y6 `\ �\ '�� I , 1 P �/1�4�i1�;!� ♦ 1� 1 1 'C`GJ �ty a \ , W/ INLET /- - \ 1\ 11 35' IE, CMP \ _ O ?;�1' ,'"�P `i \ + , �G'�r� r �l K L,j1J�T \�- - •i I 1 �� 2 0:�9 ` + v � 1 1 1 O. . I \1�1NRJL'4C'/.� ` 6 +�PC ' r �♦ ' , II + 11 � I r /) � PIF 1 I I g� `� FF �,/ PERMAPIET 5LOPE�.s. /i>!' SLOE'•. EASEMENT '�s' �i " _ I \M .�` \ 12"IE CM 2/1.33 s CENTERLI 15.60' WIDE r \ `\\ , , , , �� __ EASEMENT RECORDED \; ' ✓ .•- . , \ r, '1••,� 1 I , }i IE 268.61 / - - 'I/ JANUARY 17, 1986 AS , \IP r iN 1 SEWER E A MENT \\ �\ �4�l�`' / ' \,4 I t!v. _ �_ _ -1 �, - p i 51 REGORGED TCl3ER 11, \X � " Wim'\ �- " _ � / \` `r0. fEE NO. SGOG2742 ` � .•�,�1't \" \,, '` `tom ♦ / , \•� �l , 1 1 1968 IN B00 720, PAGE \\ ' \' \ `+ �\ - \ 1t - 1\ \\ rr, r .�. • -- N ��-// O `\?��O• •' DS4 ' + \ m / ' aro./. p�>r I 4 IE 270.. 532 \\ ' \\I \\ ` -5�. �'�';\ ,' \ / �. 1 ' 1 (3) ♦11 / DSS 3 • b +► 4.,., ' ;// l ' ' - 4 IE 270.5 a'i; � •� LINE - I 2 t J_ ,�♦ R 3 / y 1 TIE N LRLN=277.36) I'Ivi 270.8 _ i /'� I \ / ' IE W - 268,115 �• 'C�.IERLIN t5.L'0' N(IJL \ C �` 'E _7.68.8 _N 9'56"E- 7_ � �.0. / x -� �''� / N y � I- 5E - 268.08 (D PUBLIC STORM DRAIN*GE �' ." •.te l!, �' ', r. \ \ \ k � - EA5 ENT \ • ' � i � � � �' � �0 39',6" 121.44 fJ0 'SS 1.44'1 s ........................... r- W w -- ---- MF t w - w \ W w Z W - RgS,_.;rr L1�1_ 'r _ �- '` iff SIDEWALK 2^IE CMP:"ItF CMP N,E - 264.4, p �► 1� �- / �-' ' ��// SnI\�H (RIM- 275 65� I:'IE '.AMP W - 267 47 I \ "� 6 �''� /' /r' �! + + , J • ' ---'" ' / ' �- 15 12"IE CMP E - 268.63 ` - ---- •-•- - ----' -- - -- - -' / P 268.3 ----rt- - --- - - - -,- - - -�-- - \ - / /'�/ E CMP SW - 268.39 15 I C IE 2170. 2t,5.57 12-IF 0AP N .� 4„INN Mp 57.63 ��- r _ M�2�51.591 24"IE CMP E - 258,.;1 ' - . • ; '' • - P� � 12 IE CMP NE 259.0 5 ig4 M 79 !2? ;�MH_lEl)260.7I,t•3'� 24'IE CMP W - 255.9 \ 15�"41E CMP N - 257.21 II_ N - 260.70 IE NE - 258.20 IE 5E - 2617.87 ?1"IE CMP ry •- 256.27 IK SW - 25910 �i_LRIMm2J9J i. IE Co12" RISER 2'08.55 36"IE CMF' NE - 255.754 15. 11 CMP N - 260,71 C If. S - 258..," 15"IE CMP S - 260.58 36"IE Ci�F SW - 255.60 V 13",E CMP NW - 261,35 SITE I,�TILITY P�.��N LEWIS & VAN YLEET INC.. ILITY PLAN CONSULTING ENGINEERS ••. �0 .w boon" r� SI t U LI TY �' "1�-►�i�1' i'cell` :fo3 1�85°f 97'082 PLAN 10 C 20 pphh 503 1IN&1206 fcm 2OF4 " 1 A1EF1••�tw f AAOw w1un.MC .------_.-_-_..--- - ,-,..-.-•_-._. ...,�. .. - w,1w....".. l } 1 TI 1 t If 1 11,y1 IIIA hl. L i I I L IE(aIF,'4l�I"f�8TItIP IClmmwlcm t I 1 la ,3 14 !Q ! If4 Ifl 20 21 29 23 24 215 28 27 28 20 30 bk , i l.p 14+AkY ' d ^ 1 b• , 11 . �r r NOMI • - i 1 ! 07 L '1I�` ); I� 1 a i ;P i I p;. U D 10 t ,a ERQ5 OL NOTES )WI'IER UR DL I",r1ATEl7 PERSON SHALT. BE PESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMF14T CONTROL MEASURES, IN ACCORDANCE IMTH LOCAL, SATE, AND FEDERAL REGULATIONS. 2 THE IMPLEMENTATION OF THESE ESC PLANS AND CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE I:SC FACILITIES IS TIRE RESPONSIBILITY OF THE CONTRACTOR 'JNTIL ALI. CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTER THE FROJECT IS APPROVED UNTIL THE LOTS ARE SOLO ARCHITECTURE 3. THE BOUNDARIE': CF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, i N C 4 R p A h T E p NO C1ISTURBANCi BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE MARKINGS SHALL BE MAINIAINE:D 5Y THE APPLICANT/CONTRACTOR FOR THE DURATION OF WI .10 liRlllM,OR f171fO14410 R r�0.iilt0.16M CONSTRUCTION It ON,OIOMI 4. THE ESC FACIE I T,E; SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEAF,,t , AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT ANI; SEDIMENT LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, Ot, •" I -TE APPLICABLE WATER STANDARDS. 5. THE ESC FACI1-I11t." SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR PRC>�F I THESE ESC FACILITIES \� �1��/ ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION PERIOD, ESE562 E SHALL BE UPGF-ADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE. 01 OR GO = 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT/CONTRACTOR AND MAINTAINED AS NE E5SARY TO ENSUE" THEIR CONTINUED FUNCTI')NING. v' 15. 2DIC, 7. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THEN 1/3 THE BARRIER EXPIRES: 12/31/06 HEIGHT. ALL CA'CH BASINS AND CONVEYANCE LINES SHALL BE CLEANEO PRIOR TO PAVING. THE CLLANING OPERATIONS SHALL NOT FLUSH SEDIMENT--LADEN WATER INTO THE DOWNSTREAM SYSTEM. MinIM�_ii�N�rM 8. STABILIZED GRA.:'. ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION %•h( MAINTAINED FOR ThE DURATION OF THE PROJECT. ADDITIONAL MEMSURES MAY FSE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR am THE DURATION I:F THE PROJECT. 9 STORM DRAIN IN:E TS. BASINS, AND AREA DRAINS SHALL BE PROTECTED UNTIL PAVEMENT ROJEa 41 2004-10 SURFACES ARE C,MPLETED AND/OR VEGETATION IS RE-ESTABLISHED. DAM 04114rAM5 10. PAVEMENT SURF.'. ; AND VEGETATION ARE TO BE PLACED tS RAPIDLY AS POSSIBLE. REVISrOhfS: 11. SEEDING SHALL Pi I'E RFORMED NO LATER THAN SEPTEMBER I FOR EACH PHASE OF DM" BY: Mn CONSTRUCTION. cK.M. Bw 12. IF THERE ARE E 't ED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCTOBER 15T THROUGH APRIL. `' `1+, THE WFT WEATHER EROSION PREVENTION MEASURES WILL BE IN EFFECT. SEE THI EROSION PREVENTION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL 1iAPTER 4) FOR REQUIREMENTS. 13 THE DEVELOPER TALI REMOVE ESC MEASURES WHEN VEGETATION IS FULLY ESTABLISHED. _ r yA ROCK W4L il� ----- A.'L 1 h' f -r ,- *q13 - '1� I , �' Dbl LAS FIR 5/8" IRON ROD WITH *1160 6A y'La- - ' bb , o� YELLOW PLASTIC CAP + i WH T OAK - , '/Q F.!?:c,� fl<il _•.._. \ \ '�� '' ly1 t I 1 I , \ \ \ �- ---..- j°ST - r t � i i�. �r� m�'S':��y ' � \ � ,1��1 I I t , t t L y\� \ \g 1 + \ ` � 6. . �� y,'- ,' �. *��9 �`- �- �` ��_ -- - -- �---- SCft'46'4t''7r� 00�6� .��01'47'31" 50� T , y ,•t \ ,' ` ` ' �' �1 _ 4' \ _ ` ` ��► -mss __ _ �_ •r �wi y �! , �� T� 1 •.c;F.•.. \oma `_ __------ _ } --�i80:4--- �_ -\-A7 �, _• ! , , i x11y'.. ' T ` , 1 6 __ - .ptwK � `J �COEGON ASt't \ \� �� ` \ •- `` - .__--- _ W. `\ �_ , \` \ , ``. \`. � -! -�-��- x20 -��` t t t ' ' 1 \ .�.1:'1fTJlJAT-CQ � • i i 11 It a'L�,1 2�h1 1 1 ,� '� � 1 ♦ ♦ -- ,- �-y"L� •_ -\--280 ��f p / � i +` 1 1, \Q;W 8$ _� • B� ,`4+ \ 1^ J `;'!'\"DRIP `� \\'\ \ \ ``\ '�,�. \_` \ •♦ '♦ _ - _/C /a•'= \ 280 --_--- _ Z 00 ♦`l �,_ '.` , .+11\fig \K `` ``--T-T_r' n1%p `\, .� 1 �" -` ``, _-- _-- '� - - �® -- ' r _ ed� ® (` 'j s•� e� �__- •�, \W _ 1�\" [` •'\-. \ * '� '. \ ; \ � � _��o- '1"E, _ _ -_ .�- 3 , ', r . , ` \28: 31L \ � v J `� �•h J `�� \ -\r - \ � �� \ l- , � �`_.��' .- -__ �' -- ! --- -�1_ __ -- _ • �� i t- 277 \ ♦ ♦ ♦ ♦ \ ` �_ ♦ `` \ .\ ` ` � > A• i'- - T• �3� \ , I \ T.0. q �` ♦\ ♦ : t0-a2DEFt `R` �•` `` \ } rAr `� '-- A' - _ - t t, T J 21�' ` ` 1 \ aA u ;�A \ \ ` ♦ ♦ '\ `� 4 '�jy 1•�h84'd-\\4` \` ♦r:)♦- ' P, \h..h?• i;R4r - ''�4. �� - ' '} AC ACT AC 16 AC ` x,31 ♦` ♦` �\ ♦` ♦` ` ti , t - �� uALf _! `` :� Acs C'QIAc _ AC t ` * A`� , 1 \ S-• _ \` w \\ Qb ` ` . ♦ ♦` ♦ x 295:? ` I-a00 `"► a -6\_ \k �y ♦t+ ` \ \` ` --- --- h -a•.-� '_ -___ /r O �j� '• �� ', , ,?3 ,\` 277.z� , z * _- 00 El`H 5 `?------- ----.. 273 - �3 i- INLET BARRIER, � -- `♦` `�;�;�; ` ;` ♦ ' rte. \ II tiff (7 ♦�'xs� - _ / 1 `� } I 1 10• __'- _ \ •`27 � ��.-�QQ6[0.F'JI) y TYPICAL- SEE ` ♦ ♦ ` ♦ ♦ I CN '�" ', _ --_-�_ *11 7t *11 DETAIL SHEET C4 `�`♦ `,p`` ``.;`�` .` 66 y�ORF�'. A D� , ` `,`� ---\ �t \I ` "�' \ _ 271.35 ` RIM 171.0 ,? 27 I 5\ \\ \ +, c�d� .2$2--- -- _____ RED\AL F\ _ 2�yg �� '� qr' , t . ♦ qr' t t _ \ ♦`�`�`` , ,;� .\\` ,2e '\H(13 '�` "1a _ Ct'NER Y 1t 1 ' ,- _ -272 4 _ + ------- -- -_ ♦ \ ♦ `�♦ ` `� ` ` \ \?"t/I \(>f"f'.• _ ' LiU/YUS Y•' W' W1.Y/[�A 1 1 \` \� __ 71. `` 1 1 �\ L ON or ;\.�+,`. . ♦ ♦.t1, � 1 �µ;F�tQ,_Rik!_ I,� T, T IP./�1rG\:�: �\\� '12 %' •1 �\ 1 , `r 275. ! a� �y�3 `I `` `, \\ • Z SANITARY EASEIV��N� _ '_ W �� 2 z' ` _2-� L� e .�. ` ` \ . AmE 4x283./19tar- `#A a�\\\ w1 27 \ 2�\ ,� `. `.�� `.`(��`C�� • '! c �\' t'a� ��-.�Agl I � `t`.\`�� s' 272.5 111 Z\ �\ 27j.0 1 IN 4537 --- 'Ilk 271.3 J \ * \ / BASS SCR€W ` •�•` '� ••`L"�; t' `p_ 48.29') 2�¢.3e 111 ■ , ' , �g �e� •O ---� - __ \ - - \ , 2�I d• SIDEWALK ` ♦`♦ ♦` ``♦ ` \i 03'03 4Y„W---- ` \ 11, I I 1 1 �� ca- ---.---_.---'- \ \ \ r� � \ �.� \ \ _!N' ` \ '• . . v4L IQ. -- ♦ "t28 3� I I ��d' W \ 1 . v♦ 1. . I , Z Via, p1 \ \ \ ��e�q� /-" 9��.•'" , r ` ". .. .` � -�' " \"- - \ _ I I , I 1 •A _ Rle ` \ , \\ 1\ RIM L/L:3 _ / �/-- A,LC IRO + R D IWI�H 1 , 1 X11 Y YELLOW PLASR ;GA�'` tts-- $/�" , I,11 I , 1 __ - „ + LINE OF FUTURE AREA DRAIN A.[1 BURIED 42°I� STEEL CULVERT ,\�'. \�LWW PL'AS7lC' CAP, , , , I ,, , : ,, -ts -�` t t , 1 1 .' i t , t 11 I ` , ® ADDITION y1 MM 275.4, `"..`♦`-'\ \v'. \ 1 1 , 1 i i , i ttVV65T RNR A t W INET �`` y�;.�(' -'1'�� 1 `� `♦ � � ' ' T �, ltJ�,, ��_ �• . ,� J�•+11� / \ �� \ + ,\ 1 P . T i i M 2 M: l t y 7 kfl'. K \r.1 13 f5C14 \ ' � . 1 2 5 ,\\ 'gW\c 260 9 ``..' :',�. ►` 1, u��' 0 271.2 271.5 vor;. \ A `` ` +C \``\````` ''� �� 1 ' EASEMENT RtCOF20ED \�M 1 �� I 1.33 PERMANET SLOPE SLOPE EASEMENT _ _ MEN? `* t \ ��`�� `�.�.' �� \\ty%r,1►\.' ` , C6 - \\ - - _ CENTERLI 15.00 WIDE-� ti \cQ• - I 1z It 27 ` �' JANUARY 17, 1986 AS�J1, I , �'T\� �S�• f6E NO. 86002742 ` ' I ► 4/ SEWER EA TOBER 11. 1 ` `� .\ `��r , P. \ �+�1l - - �'-'. �` _ \ .' / ; ; i +, I , �• RECORDED RIta1-�7�__ 1968 IN -00 720, PAGE \ \ 11 ; \1\ `t ♦`1 e1 \\ �\ r!\\ 532 \Dr�' / v'T' \` :�•' � t , i , r , �s•Ito \1 1 \ 1 "�/��\ ��S \\ `� � t� .�.�� \�`_�'1j�.0\�, ''' \�\ \\ � '� ^ \.F'" � � �f I/ t I I It � / / • �i �� \ w, 271.3 �S`�/ =?7Z•36) SAM \\ .'�;i'\ 1r ��• ,2 1 �?EACK 0 '------ - b ; t I i IE IN 267.67 IE W - 268.15 -------------- -----�' 41°'Ay\\ `C *ERLIN�,t5.00' aQ(�L ; � _ .. -Iv 9 56"C, 7_ - ,-__ / E _E - 268.08 1 \ PUBLIC STORM DRAIN*GE 1d�� g3 ,0, ,} o s6 SEnIMENTATION FENCE. 13> T, ® I 1 I G EASE1�tENT \\ - " �'$ J a *i y � TYPICAL SEE DETAIL SHEET C4. r10 N J >�R ginVN BRASS-SCREW _ \ _ 1 , / GRAVE Cik`{STRUCTION --- -- -TM SIDEWALK 12 IE CMP N - 264.4S� p 1Q ` iw8_(RSM=27Pd,14� -� TRANCE. SEE DETAIL 12 IE CMP SE 26+1 T , -s / SQMH (RR 275 6W 12 IE CAMP W - 267.47 - V,.8' 1 ---f . ' 1 _ - 1 C w X10 �� 21"IE CMP N - 268.1 E, ` \ EET C4. �7 • •eg°1 � %� 12"IE CMN E - 268.63 ,��tip.�11 ` oo cA _ o _ `-`�1, Ra9ye _ �tti9:y1 g - �� 15"IE CMP S - 268.31 ® ' ` 2 12"IE CMF' SW 268.:59 2'C 17"IE CMF N - 265.57 ' a 1 i a - r� .4 t/ \eA oIA p'p ,�Ip.��- S(ZMEL ( '265.5 X11 x;s+ssa� 1 y" X111• _- _ _ _.�_ - _�rE- r _ __ _`_.,-� _ -' -`-" -- 24"IE CMP W 257.83 -- . 24'IE CMP E 258 1 12"IE CMP NE - 259.05 I '. 24"IE CMF' 516.19 _ 24"IE CMP W 255.69 S.SMI'i__(am-279.&4) c8 (RIM�27�,OQ� 15"IE CMP N - 257.11 q NE 260.87 21"1E CMF` S 256.22 FE NE - 258.20 �nuH (RIM=270.96) IE O 12" RISER- 268.55 IE SW - 259.10 15"tE CMP N - 260.71 36"tE CMP NE 253.79 C IES - 258.96 15"IE CMP S - 260.5A 36"IE CMP SW - ;155.60 12'IE C:MP NW - 261 35 . �/ EROSION CONTROL PLAN LEWIS a SOL.I IVAN GI�IEERet INC. 1 -20 woo "I b*ontu roa.l dqt�, �0f� EROSION CONTROL 217 D - �u - ----ao iO3) �e5.I;F fir,«►. PLAN 803 ees.'120d ox 3C/ 4 - �.xo►•r�wrc,>;Awcnatrc*vtle•Ic -WWtiP�PClie9etw i'�4�,' 4 w.--._._-......i,,,.w,M1",.�11 ,w.-.,..,rr � 4 rTl I t I 1 I I I I I I F I I I I I I ?I I l l l i l l l l l l l l t I I I I I I L I I III 111111 111111 I I I I I I I,i,,,..,.,1..r,. iil�IkR RU•FI�,+ ,,:' • II! i!li'II1I'Ill i t ILII ILII I;fI'IIII 11111I1i1 II I ILII ill' I1'I 1111 ILII II I'IIII 1111 ILII fllll I I I ILII I I I L I I I - L€GIBIUTY STRIP,, 1 () � � � .+. � � � A I 0 I o 1'1 12 1'3 f F d I I R 10 � 20 ' 21 12 2 1213 2�4 2'3 2�8 2�7 28 29 30 I O TIP"I r,Al I 11 11 ( } • 44`' ^ ,('y1� ( I ` I L1j I I � , '" I 1. '61 11�I let�� f y 1.1!1 i .. -. ,1�. AS�°}. �t �4iF� u�'•' 1 �Y .'AYI#ll� ,t �r.4 1 4 1 r 0 �•kl�. ,S. •r Ss'�la,.,,ri 1'bI ..a,-„ , , I • ' � s } `J 1 a; I 1. yl 1 I.a ,r 51s ii _w T U D 10 2" THICK, 30000 P.S.I. GRAY IRON, HEAVY DUTY CAST IRON GRATE. CATCH BASIN GRATE I• REBAR FOR BAG REMOVAL FILLER FABRIC MATERIAL �,GQd P RIM ELEVATION * 36" WIDE ROLLS USE STITCHED LOOPS CATCH EIASI' .' .. EXPANSION RESTRAINT F�S�?QUO :: ! "°.'p.► e-'� - SEE PLAN +' '• •. l- 2'X2'X:'4' RUBBER BLOCKSj P :• ' ° ' a\ ' 1 A R C B I T E G T U R E T Mlnlrturl I OVER 2"x 2" POSTS ,.•• Fror toe slo ;�P: .a • •,"o.� •� ,:` -- - C ' -PIPE INVERT ��ST.P�: •a a • ' � • fAL"OR 97=4410 t lD ••'r' 1• lA o:. ., •D v •tx _ N I o STORM PIPE .a: . '.�•:�• � �• ►'• P .� • .e SEE PLAN 111SOLSOGAIM RADIUS 25' MIN. '. . .R • 1. a bis l P❑LYPROPLENE •.� .' 1 /F�?J `~ 0 1Nwrw r i, .._ .., .- • ... .;• ; .:.:'": '�•�.. ' !. FILTER SACK (WOVEN) E S e �•� ') ', "' , ' ' ' ' CLEAN PIT Rl;hi OR 2"-MINUS GkAVEL Q�LO�'^0 OE �G�F�' \ OIL TRAP 'rriTH 4" ►p '• •• '` CLEANOUT PLUG u 6�MA.XIMUM SPACING L T SUBGRADE f EINFORCEMENT WOVEN F'CILYPROF LENE SACK GEOTEXTILE, AS REQUIRED I 24" c� �4 _ P R 0 F i L_E i 8" MIN. � 56237PE - FRONT VIEW NOTES: NTS - -- DEPTH A- CATCH BASIN TO BE CONSTRUCTED OF 10 GAUGE (MINIMUM) STCEL 451 . NTS •20' MIN. FOR SINGLE FAMILY AMD OUPL.EX RESIDENTIAL WITH ALL JOINTS WELDED. CATCH BASIN CAN BE ROUND OR SQUARE. OREGON V 2 - CATCH BASIN GRATE B- CALK PIPE TO CALKING HUG. C- SET CATCH BASIN ON 6" THICK COMPACTED CRUSHED q ROCK OR SAND BASE. p1CA�� P❑LYPR❑PLENE CONSTRUCTION GRAVE D- BACKFILL AROUND CATCH BASIN WITH COMPACTED CRUSHED ROCK. CQ,i CH BAS) yj`" BOOT GRAVE CE - CURB RAMP EXPIRES: 12/31/05 .: R NOTES: - ANGLE FILTER FABRIC 1. BURY BOTTOM OF FILTER FABRIC 6" = - OVERFLOW PAVEMENT 4 CATCH BASIN _ FENCE TO ASSURE SOIL IS TRAPPED -� VERTICALLY BELOW FINISHED GRADE. N M1Ail1 14DIreL�IM��O� D D n C ^ ��IN� J•11�Mot� 2. 2'x 2" FIR, PINE OR STEEL ..' _ ^�� C`T C--CB 1/2 = S'-0" I I I I I a Pr 1 1 FENCE POSTS. STORM PTFE-- F~: ` ` ,� i�/ , • o 1 1 3• POSTS TO BE INSTALLED ON :,y•...; / P❑I_YPR❑PLENE /��\/�� j\��\\ o � UPHILL SIDE OF SLOPE. FILTER SACK (NON-WOVEN,, �/ ► 4. COMPACT BOTH SIDES OF FILTER FABRIC r•,-+ r »� � » ' D ,,.... NOTES: F 'f 2004-10 TRENCH. DAT.NSON �LY ,ANGLE FAMILY � ��• �'l�i 4 S. PANELS MUST BE PLACED _ ACCGRDING TO SPACING 20' LONG BY 20' WIDE --- _--_�- INTERLOCKED TABLE ING NON-WOVEN P❑LYPR❑PLENE SAQ ' 8" DEEP OF 3'4" MINUS CLEAN ROCK. r--i-- -- i S• / -� S)MRC IAL 2"x 2" POSTS 50' LONG BY 20' WADE MA" BY: lw AND ATTACH NOTE: 3•-6" CLEAN ROCK, 1. RECESSED CURB INLET CATCH BASINS MUST BE GOVERNING AU•IHORITY MAY REQUIREGEOTE �►� PLA VIEW BLOCKED WHEN USING FILTER FmBRIC INLET SACKS. SUB-SOIL FABRIC TO PREVENT ,� � NTS SIZE OF FILTER FABRIC INLET SACKS TO BE SUB-SOIL PUMPING. ` NOTES:. ALL MANHOLE SECTIONS SHALL CONFORM TO THE REQUIREMENTS DETERMINED BY MANUS ACTURER. OF ASTM C-478 AND APPLICABLE PROVISIONS OF STD. MANHOLE DRAWI3 010 GRAVEL CONSTRUCTION ENTRANCE -- ;14LETNG NO. TLE 2. I'JLET AND OUTLET PIPE NOT TO EXCEED 1 SEDIMENTATION FENCE TYPICAL _ � INLET BARRIER TYPICAL �------' ERG-FNTR N.T.S. 6" INLET OUTLET ), PROVIDE SPECIAL DETAIL FOR OUTLET FLOW -� � �� ERO-INLT ��-N.T.S. �� (8") CONTROL EXCEEDING 15" DIA. I � v ERO-SERF N.T.S. �.. SUMP VOLUME AVAILABLE MINIMUM MAXIMUM ll60" M.N.- 58.'9 CF 98.1 CF INLET (6") 72" M.H.= 84.8 CF 14'.3 CF y 84" M.H.= 115.4 CF 192.3 CF # RIM 171.1 FLAN PROVIDE SPECIAL DETAIL FOR VOLUME h • � REQUIREMENTS EXCEEDING 192.3 CF • al1Ai�1 • d Lk TOP Or SANK � `-� SUMP VOLUME REQUIREMENTS ELEVATION 271.0 ` 20 CF/1.0 CFS OF INFLOW41 ' u ,y,• /f 56.9 CF MINIMUM REQUIRED ` J' OVERFLOW ELEV 270.0 DETENTION SURFACE ELEV. 270_0 I REMOVABLE WATERTIGHT CAP -- 1 2.72" ORIFICE O WATER QUALITY SURFACE ELEV. 269.1 _ i OUTLET FLOW CONTROL of f IE 269.7 - - �.. PLASTIC OR DUCTILE IRON PIPE '•T' ^ 2 86" ORIFICE \ 3 _ OR APPROVED EQUAL. " IE 269.1 r p /�/� /-1 1 Fe 7.. .2 FT FLOW OUTLET C4 INLET 1 � - a 12" RISER-5/8 ldti 7 1.15" ORIFICE IN PLATE ��/ � • 3 � �- *- �-- FOP. WATER QUALITY ,PLATE AND /� _ E"IE 268.25 1 F120' - 8"IE S�.p� IE 267.0 GUIDE (SEE / ?� --..-...----- -'- �� DWG. N0. 546) � O 36"MINT � � v SECTION B-B 4 i? 11 1 T _ _�_ POND BOTTOM ELEV. 26*% .y ti, T /�" g"S'�S OU _ - / ,/ �• / ' B i� • pis � .- 10 1/2' AC OR COVY�F.ETE PANNC t "- i -- \4(\y�\ ., �'------,� trt OTNFJ7 SURFACING �._------ =26 •,� _ � VARIABLE SUMP `.. � ( V 07 4' ABS 8" � �� /%� DEP1}� 1D / T-1 {MkxIMu*- ANCHOR To WALL NA1H STAINLESS STEEL RISER -� i8" SUMP AL WITH 60" MINIMUM STEELCLAMPOR El6'ANSION ANSCN�ES MNN 2 PLACES,D AND INLESS 1.96" ORIFICE A _ANCHOR TO WALL 36" MINIMUM '. 00 FAR DETENTION r STAI'ILESS STEEL RISER CLAMP STEEL BAND TO BE GIN. OF z" NnoE ELEV 266.5 12" MINIMUM OR 2" MIN. STAINLESS STEEL _ t b ti j S38" BAND AND STAINLESS STEEL Js t owy I> ANCHORS. MINIMUM OF 2 P SELF TAPPING CONCRETE ANcr+ol �� CCk1CRllE , . w � � �r�� ,r : v y PHILLIPS STAINLESS OR EQUAL. 4 PLACES. x"%1 Y�• STAINLESS STEEL BGLT CLASS MANHOLE DIAMETER TO BE DETERMINED MECwWCN. )G BY SUMP VOLUME REQUIREMENTS. a 171/b'� � � �• I SiAtiQAON reef ' SECTION A- A TABU 4qtt ()F cU.ANctlr 1lA9En -� lmL N �• U" --4 OF r►+E : A4 ��n? ^I ` INFLOW = CFS UQ..� UWORM Faumewc cfw - -� / I REQ'D SUMP VOLUME 32.0 CF 1/2" SELF TAPPING CONI ANC HORS SE^TION A-A 2• USE MINIMUM REQUIRED N 58.9 CF (SAE MCN ^A TAIL • Imo �� PHILLIPS 5-•12 OR APPROVED EQUAL. CLAMP DETAIL (36 DEPTH WITH 60 MANHOLE) _ 1/2' x 1-1/2" STAINLESS STEEL. BOLT --- t�_4- LlQ��: p o 0 2 MAX. \ WATER QUALITY (D -I' 1. CONNECTING PIPE AND TEE SHALL BE AWWA C-900 OR ACTe 3034 PVC, `�, Noma (k--- AND ONE SIZE LARGER THAN THE ORIFICE OPENING. • �� / aeari ater CGS '--�c►+A"�� "tu`' 2. STRU:,TURES SHALL CONFORM TO CLEAN WATER SERVICES STANDARD �_i� (> Q / MANHOLE (� DRAWING NO. 259, DITCH INLET. DRAWING NO. 515 REVISED 09-03 Our commitment is clear. ` 3. FRAME AND GRATE SHALL CONFORM TO STANDARD DRAWING NO. 260, DITCH ' _.---' rAa�' ' srs- L INLET FRAME AND GRATE. -� OUTLET PIPE INVERT ELEVATION (IE) S. PLATE AND GUIDE SHALL BE SECURED FLUSH AGAINST WALL OF STRUCTURE PER PLAN / �f.E PLAN ®LTtota+c AS APPROVE 0. ------------- 0\ 0 \� OUTLET STRUCTURE -t--R 1 -o 5 CLEANOUTVC7) I X-C-OUTLET 1 z �, o ��, Fs C-'c'0 4 770 -P1P_,fAkVAAL»5_. 1. PIPE MATERIAL PER PLAN p C4 BA( lFILL MATERIALS 1. BACKFILL MATERIAL_ IS TO BE CRUSHED AGGREGATE 2. AL1 BACKFILL TO BE COMPACTED. c �- �� INSTALL RIP-RAP TO TOE OF SLOPE -M.-IE EIPE TRL&RIIENTS , 1. BEVEL CUT TO MATCH SLOPE OF EMBANKMENT �l 2. FLACE 12" THICKNESS OF CLASS 1()o RIP--KAP AROUND PIPE OUTFALL. -' 3. EXTEND RIP-RAP 2' ABOVE PIPE, 3' EITHER SIDE, `\ AND BELOW PIPE TO TOE OF SLOPE AS SHOWN. .� C 4 LEWIS & VAN VLEET INC. 7 PIPE OUTFALL DETAIL coNs1JL_,'•ING EIJGINEF_RS (� , r +_ t I 1 ew boorlw� 4y road G`t C-ouTFMjo ALL2 t/7_ = 1 _0 �3 � on n � ph7a�T.� CTAiL SHEET RM W5,1206 hrm 4 a 4 1�i=9eM.N'No1ssIM�MINewli./Ib' .end,»Ivna.".r,w.,.".•w,m' ,, . a.r,la,.,,..._.. .._.,_. _,,»,,,M�.,.a4,wu{ il5�q►td'rto�+.'�,'1i."5,�P.�IR3k..::,>H;'�.,, , ^••�e! I ..t Cm�llll�1111+IIn�IIIIJIIh�tIII�I1n�lll�u��t iIIII;IIII;nIIII11111111�1111IIIlI�IIIIIIIII�InI lul�ltfl'IIII�IIII lul�llll Ilnlllll II f t 111 I i ► II 1111 1111 1111 1111 Illllni1 1111 1111 1111 11111 LEGIBILITY SI HIP I J,� >� ,b � � b to 11 112 1'�3 114 18 17 18 10 20 21 22 23 24 215 218 217 218 219 30 r { 1 I 1 �•. I I I I I • I ,• x sfi ,ta I ri,� Y��,r �- n• 1 ti. ,0- 00410 s 1 5 I # ur.. .w ,i I Ab4 STUDIO .O _ 232 OV, �` 34 G aLA$ f iK �. / .I } �` �•� T3 0 252 262 272 2!32 212 WHITE 0 1C \ pss rsu��4 r�t:�FnU� ?0>2 qusxpcus P ,tis as'r 00 S01'46'41'W 500.54' (S01'47'31�N�QO.63'); :y •/35' b / / `i !b \� r••} • i —_-- ____ —_ -_.. __ _.,. __.. __ ..... . � �..�,—T�-- ��. —rte � ��._. w_..— "��lr tet_ ! 4 �i�,.�_ .•�� , �.. 6fZ66 3 OREGON A5H "'� 2.0/18 D01 YP 0 Z 04 \� R W Off CAD ti `•. \ Q/ \ \ \ RE61 00 �•s I u z5 �� ' \ `� �. ALAV4R �..,`` -=-— _ -___ ___ �� 1` G, ARCH I T E C T U RE C REOROCK CREE1c *44% s -4�-- ` 00 I N C O R P O RAT E D 4A CID 162 \ r ,A APPROXIMATE 10 \ - \ } z �2'l COMMERCIAL ST NE \..+�� :STNUT" jG�� 0 - _-- ATE LOCATION J \' ..` � SALEM,OR 97301.3A 172 xent�r -�. -'1 \, \ \ yAA OF STORM DRAIN r'ER , � - 1 P: 503.390.6500 CITY OF TIGARD ` (RECORD SHOW 12' LINE) it,; + �"�•� F: 503.390.650! ( \ !3 ,�c •��e tib \\ � i 1 ywvw.studio3architecfure.cam \ ... -4 ,/ \ .. LpCCHH�ER r ,\ 1 ��l � \ \OSP CLIUCA \\ -f \\ �r ED`A7 22 •jf� t)Rw •,�'s•` r"+.\;'R't' l�a 163.41 \` R.v� Aipi e-lei• \ ,3 7 B 37 -•;�y. 3'00'Q�'W' 48.29')-----'\ \ RE6, p h (N 31 '' ~%D i • ` j STERN ,---Y. EDAR 1' BLACK LACUS' / �\ �� \ •�. + / ,.,-`4 j:l;' 7?•F / IN 111E EVENT IONFIK:TS ARE DISCOVERED , FOd/A?}T PSI:rL�DQAG^iia \may.��-'��----_ C / / / / BE'WEEN ME O PAR BY if If AND SEAAFD f � OOCUMCNTS PREPARED BY if ARCHITECTS �. ,, // / •/ THE DOCUMENTS TRANSMITTED BY MNL.FAX, \ `/ - • J � I / j � AND/rJR THEIR CC)r+SIATANTS,AND ANY COPY Of ELECTRCINW- ty OR(AHER"iYU, NE ORX'W+4 \ / '0' SIGNED AND SEALED[10C11MENT5 SEtAII GOVERN / PROJECT # 2004-10 \ \ \ •Vl 9 ' \ r'� Di •� / b .., moi? DATE: 02/21/2005 \ , RFVISIONS N01�9'S8'E 107.31' N01'39'56'E 121.44' (NOl-39'56"E 121.44') .. `� - -.a • -_ .,12 -- ---ZY. __-- -- ��-- \ S "Ij1 1 TREE PRESERVATION PLAN ,1 � 5n _ D ,r,' 1 SCALE V - 20'•0' ------ ----- --- ------ ----._-- -- --�--- ---- ---_ -_-_ a. - -- — _ — — -- — _ — — Guidelines for Protection of Trees on Constivction Sites TREE D E N T I F CAT O N SCHEDULE To presorve Certainmar,re Trees vn•hin a construction site some precautions must be taken to assure that neither the trun4, SCHEDULE L Elimbs,nor roo, m the tree ore excessively damaged The root system of a tree is the most vital,the most delicate part of y°�' .mom, J TREEIDENTIFICATION S C — _ — _-- _- _—_— the plant,and the ma ,easily damaged. ye J DIAMETER.AT ON OR ADJACANi t DIAMETER AT ON OR ADJACANT The root beyond the ctrl g NO %, 0 COMMON NAME SCIENTIFIC NAME TCONDITION REIvWRI.S: - - NO- COMMON NAME SCIENTIF C NAME _ CONDITION REIMARKS system extends far from the trunk,often p line of a free The fine absorbin roots,those that collect � '•» CN BREAST HEIGHT TO PROPERTY: — �-- EREAST HEIGHT TO PROPERTY: water and nutrients for the tree,un-located primarily 26 REGON WHITE OAK QUERCUS GARRAYANA 26' GOOD NO within the top eight to twelve inches of the soil The roots and soil in this surface loser 1 WFSiERN RED CEDAR THU1A PUCATA 24' GOOD YES must be protected from injury. i....� ---_ - --_ - - - ---- - -- - c, 27 BLACK LOCUST ROBINA PSEUDOACACIA 15' POOR NO Arry encroachment,disturbonce,or compaction of the soil around Mur tree will damage or destroy the fine absorbing roots. III- 2 2 SITKA SPRUCE PKEA SfTCHENSIS 27 FAIR YES NEXT TO CREEK Injury caused by cutting,crushing,suffocation,poisoning,or moisture stress by Inundation or dehydration can result to the i.0 l - death of the Tree.Injuries caused during construction protects may net be finally apparent for many year>after completion of 3 CHt'RRY 28 BLACK I.000ST ROBINA PSEUDOACACIA b' POOR NO LFAN the project,but can ultimately kill the tree. F PRUNUS SPECIES 13" FAIR YES TWO STEMS AT >� a _-- _ - - ------ - -- - -------- ----------- -- -- -- _ -- -- _ ___ - he followingguidelines ore minimum standards recommended for the presen•otion of trees.These guidelines should be 29 BLACK LOCUST ROBiNA PSEUDOACACIA 14' FAIR NO !6- T g t� , M-i- 4 SITKA SPRUCE P!CEA SRCHENSIS 26' FAIR NO NORTH OF CREEK incorporated in construction contracts,and details made available to ell parties involved with the work on the site,in<Iuding 6 �� W r _.._. --- -_-_-- - -- --_-- equipment operators.Other guidelines and protecTive measures may also be approprrute,in oddtion to those listed below '"' 30 WILLOW SALIX SPECIES 9' FAIR NO 2 STEMS FROM&6E � 5 RED AIDER AINUS RUBRA 8' POOR YES NEXT TO CREEK t __- _-._. ---.- _ - ----- ------------- --.--- .-.------------ ---__--- ----- - _ _ ---_------- ------ i. Protection Barrier:A protection barrier shall be installed aro.md the t+ee or trees to be preserved.The Garner shall be j a 31 OREGON WHITE OAK QUERCUS GARRAYANA 2b' GOOD NO constructed of durable fencing matenol such ns silt fencing,oronge visible fencing,or choin-iink fencing flys protect:the �� `� O I 6 RED AIDER ALNUS RUBRA 13' FAIR YES fencing should be chain-link fencing.The bamer sial!be placed as fur from the base of the trees!as possible,preferably -- - at the d`ip-line.The fencing shall be maintained in good repair throughout the duration of the project,and shall not be- FAIR e 7 RED AIDER NNUS RUBRA l0' FNR YES 32 BIGLEAr MAPLE AGER MACROPHYLLUM 7' POOR YES TRUNK SCAR/DAMAGE , O removed,relocated,or encroached upon without permission of the arborist involved. 2. Stora of Materials:There shall be NO store a of materials or supplies of a kind within the ( � `J ---- --- --- - --__ � 9tt 9 P aY Protection barriers. coir! e REO ALDER NUS RUESR/1 T FAIR YES 33 iiU4CK LOCUST ROPINA PSEUDOACACIA 9' POOR YES 2 STEMS AT 3.5' Concrete and cement materials,block,stone.sand,and soil shall NOT be placed within the drip-line of the tree. 'n'► w j 3 Fuel Storage:Fuel storage stall NOT be permitted within 150 feet of any tree to he preserved.Refueling,sevring, r- f ---- -- and maintenance of equipment and machinery shall NOT be permitted within 150 fes c protected trees. � �It► r.� 9 RED ALDER ALNUS RURRA 14' FAIR YES 34 DOUGLAS FIR PSEUDOTSUGA MENZIESII 37 I FAIR NO 4. Debns and Waste Materials: Debris and waste from construction or other activities shho l NOT be permitted w thin ther-- prolecied areas.Wash-down of concrete or cement handling equipment,in particutor,s'all NOT be permitted within -- --- --•- -- ISO feet of protected trees. � • • 10 RED ALDER - AI.NUS RUBRA 10' FAIR YES 35 OREGON ASH FRAAMUS LATIFOUA 23' i FAIR YES 5. Grade Changes:Grade changes can be porticuloriv 63,noging to trees. Even as little as two Itches of fill con cause a/ _ _ _ -_. ----._ _ __----_- -------- -- --- the death of a tree. Lowen the rode can destroy moor portions of a root. ern M ages proposed --- - ----- - ----- - ng 9 aY i � r grade chs shcwkl ! I 1 RED AIDER At RUBI A. 9' PCNL YES 36 OREGON ASH FRNOMUS LATIFOUA 27' FAIR YES be approved by an ISA Certified Arborist or a registered member of the American Society of Consulting Arbonsts before - I construction begins,and Precautions token to mitigate potentiol injunes to trees c'fempting to preserve. — -- ---- - - - - ---- ---- --- L- 6 Domoges.Any danhoges w injuries to .trees should tx repot to protect a gist-as soon us psis aver 1? RED ALDER roots stroll be pn:ned cleanly to healthy tissue,using proper Pruning tools. Broken brortcfurs or bnhh>s shall be pruned ALNUS RUBRA 11' FAIR YES �� _ --- _ -- __ �_- - _• -- _-- _-_ - according to International Society of Arboriculture(ISA{pruning Guidelines and ANSI A•3fX)Pruning Stondords --- -- DAVID D.HUNi1-F.W Registered Consulting Arborist M 408 7. Preveroahve Measures. Before construction begins,ferti dation o the trees is nscommencled to improve t he Lys RED ALM ALMA Rl1BRA IA' POOR YES TWO STEMS S',20%LEAN Condition: tree vigor and health. Soil analysis teaing shco uld be completed to assure fertilization with approprrote fertilizatton _-_ _-- -_---_. - - _ _._ - - _--- - -- -- Grove, re Thatcher Road 0 _. _- - __ products.Pruning of the tree canopies and brooches shook!be done at the direction of the project arborist to rerrio•+e Good: frees rated as are in apparent good health and appear strtctural sounds. No a rent roblenn ck Mutest Grave,OrClr<on 971 Ib-'507 good g ppro h ppa p any trod or broken broaches,and to provide the necessary clearance for construction equipment. 14 HORSE CHESTNUT AESCULUS HOPOCASTA#AAA 23' FAIR YES THREE STEMS Phare:503-357-4344 immediate concerns. _ _-____— Cell:503-319-0380 r per. p, Fax:503-992-0169 ASSUMPTIONS At+D LIMITING CONDf-Lulus (n 1 S- RFD ALDER 111111 S RUBRA I? POOR YES Fair. Trees rated a foo are in a store of destine. It con fit possible to remedy,carne of ire hotel oblerns,fiat the r foot s,once t►ee declirx stat it is difficult to remove all aspects of the tree decline. Fossil:ddurtterarhorist(ulac►Isom-=mailW:oldunterartxirtsUor;acTl.co>tn? r Id RED AlDf'S1 AIMlS RIJBILA 11' FAIR YES Poor: Trees toted as poor ore in pow tree M,or have stnrcturol problems that make d difficuM,if sat impractical,b December 27.2004 1 Any legal iescriptlor,pinvided to the consultant is assumes!'o be correct Any titles and ownership's to ons property are _ save the tree. Removal is reccomended. assumed to be gc•�d and morke'obb No responsibility a osst•med for mottos legal in[fararier.Any arvi all prapa+ly' 17 clkfGUN ASM fRAlQ11M15 UTftFOlLl1 111' FAIR NO Lecnarol i,odder RI :W'ehstar VI Project appraised or evaluole,•l as though flee and clear,under respwh:,ble ownership and competent monogement DOW: These trees are dead and may pose on immediate risk due to the axieni of deray in the main tank stem or Studios Architeciu,e It 140 SW 69th Parkway 1 tt is assumed that any property is not in violation of any applicable cocles,ordinances,statutes,or orher go.rrnmrentol __... _--- _ ---- ---___--------- -- - - - -- loiter branching, 222 Commercial Street NE Tigard.Ot'cgcTn 9;1.23 regulations. Core been taken to le RED ALDER ALMS RUBRA 9' FAM YES Salem,thegcn 97301 3 hovvever'th a cc nullarn con ne neither guns-ft (nom!reliable reespofmble for Moe octcurachasy ni nfornKrion prrified fcvided by ckhem $ - Fia:ordwrs: irises rated as tiara taus are not in soot shape either sfrixturoll a in health ccndfl on Some of the fear M 4 required to give testimony w to attend court by n-ason of hisIrepu,1,runleis wbvmqueot r. I�sddcr, rhe consultant shall not be harordumn be token core ofpruning,if ctical. Usual REMOVAL IS RECCOMENDFD as soon as possible to by rr°sx' PTO h' contractual orrongemerds ore mode,including payment of nn Isclditioral fee w such r x!xd i t►xl fee 19 RED ALM ALMJS RIJBM r POOR YES avail injury to life r property. I have done a review of the materials voa have Rent rix i1Tis letter is to serve as the protects tree rr•nTuval plan- schedule and contract of engogemerd. - - ---- - ------ -_ - - 5. Loss or alteration of any of this report,involidotes the entire report Trees!Etat are in pow he inti usually haus a low landscape sail a Tires flat are dicot or haznrdrws usually!x�ve o , Posxssbn of this r rt or a c therein oleic sat imply right of publication at use for any other Thai the person to Tl.e two 11)trees to he rctnuvni are+teen t q 12 artrl 3 T.71rc first tree,q z�,is a iii leaf r b' epo a p r y 20 OftGON WM OAK Q1�US GARRAYIINA I T FAIR YES landscape oilue or even n negative value The mirtiyation value far these,trees should,,Ise be a similar value of low or none age g tsaple tree that is in pour vvhrom it is addressed,without the prow exrpmssed writes or verbal concert of the consultant/opproi ter ---__---.. —.-- _.-. ___- -_ _. - _ -..---- -_--- ------- cooditiun.There arc rah trees that would be atTmted if this small and pax condiremxl staple tics urew removed. fret d 13 is a black locust,and is also in poor condition.No other trues on the prTperry wouk!be aflicvA by the rerxTval of 7. Neither all nor any part of the cowprih rA this report,nor copy thereof,shall be conveyed by anyone,including the 21 BLACK LOCUST r�OBI1+M+P5EIJOOM" T POOR YES SEVERE LEM this pcxx conditioned tree. client,to the puLrlic through advertising,fluitlk relot:cxn,news,colas,or other media,witacA the pilo e,gxe:yrtcl writsen or verbal consent of the consultunt/opp•oiser-particularly m to value conclusions,Identify of the consu"/appraiser, The tree removal plan is to remove these two trees,nsal ing sure that none of the other trees to remain,be dam ml In or any refere.tre to any professional Xciefy or institute or to any nstolled desigrahorh,cordoned upon the corw„hont/ x 2'¢ APlllt I+AALLlS 5Pl�3 11' POf,?R YES thine removals. It is my Iselief aril expertise that these M�rcm;tval will not a+tvessrly AiTrct the site. appraiser rn stated in his quolificoirrts. HAW-- SH23 EET N0111�l -- C1lIATAEG(1r DOUCAASI— r _ POOR No DAVID D. HUNTER, Registered Consulting Arborist #408 The Tree Pre.ervatian Ph.; is attached to this removal plan. -_ lMtifilsKl Arbcxist/PN-1(XhRA l!B i I I pR45 - 3406 MW T}hotcMr Rand If you have any questions about the materials I have sent you.please give my otTtce a call or call my cell plot- I 24 IIOUGILM F11Y PSRMTSUCK I�AE1421ESR 1C FAIR NO d'WEST OF FENCE ZINE 503'319.0390 for faster contact 1 look forward m discussing ymtr projects.Thank you for yaw time and considerara.T. Forest Grove,OR 9 71'16.7501 P: 503.357.4344 I (rJ{ J! Si x ctely, 11['3 Bt Asx LOCUST RQMM PSl1JOOiiCAC11► 'Z'I!s FAR NO F 503 992.3169 • E:ddlturt/lerortuorist(n7ortl cam I David D.Hunter CC:Bob ling!e R-diskied Consulting Artxxist N 409 Webmair VI ,�AA ISA Certified Arbmist b PN__1068A 610(flan(•hole t►iI / Prnfeutioml Foresicx Woodburn.( 97071 ++ .. rn 1tor1 I � . �I ,p..,4ty a sltlra rrnasso s AtR>IM��•se. +!,,� _—•,._.,.,s•.•a+rtjk+Mt """" _, ..w.....,..,. tiel4,tL...,-- - ..._..._.._,.,,.-.•�..eM..n«�..I.rI•nen......R,�.++*s'MIIAA']altxRA'»-r+•,....«..w._........ ............_._......,..,,.—�. ..e.�, e.c..,,.,.... ............,,...ir.,...__...,_,..........—+—,�w•_--..+w...••�,......w.ww...+.e..� - �1ftIN-1+^^. 1." rH•r+t•• •u ^n• „ :. . .. ._...w,1Y4c4,4hI,Ni� - ,M.flit4tlN•W W :. , y '" rI ffh NI! III 111`1111 III! IIU ILII I!!I I11! Ii11 'iHl iltl ilii !fit I{U Ill; !til lilt j!I,' ill ILII ILiI I.I) Illi ILII illi il.!:Nlt 1 Ii1tlNlllll Illi !Ifo I1lf 1!U U11 111! ILII iII III flu to f! !ill III I I II 1 ( 1111 illi Illllf ( IU +ill t i 1 �LL'LsslaiRr m l I � I i r • I I � i III � � I I ' I � l i � l � l � l � � 1 ' i � � ,,�'i i � • 1 1 tonl•r�ttat ILD I I f',d 13 14 IfS I iE3 ItY 20 I ??. 23 ?4 2v 28 o_r7 2H 29 30 r i. . , I , 5 X I � (I 4L I IIx I I as Ilr��9 f�I �4IV t Y,;I u a. N� '` II }Y V ti 0 BOTANICAL NAME COMMON NAME QTY UNIT i30TANK:A1.NAME COMMON NAME CITY UNIT Z SHRUBS&GROUNDCOVER TItIUs ® _-- EUONYMUS A'COMPACTA' BURNING BUSH 9 3 GAL • ACER GRCWAT r,, VINE MAPLE 6 6-8'CLUMP W C;.ONBTRUCTIOtr NO1 c8: in yj EUONYIMUS J.'AUREO4AARGINATA' GOLD EDGE EVERGREEN ELIONYMUUS 13 5 GAL t� R IRED BY CODE. INSTALL UNSUPPORTED SILT FENCE �� ACER P. SANGO Kr^ SAN(a0 KAKU JAPANESE MAPLE 2 8 T Lu u 1- INSTALL EROSION CONTROL.MEABUFlf8 AS EG1U \ �¢ � AROUND PERIMETER OF COtNsrTRt1C1'ION AND LEAVE IN PLACE UNTIL LANDSCAPE IS INSTALLED. �� FATSU JAPONICA JAPANESE AR/1LIA 1 5 GAL T STORM WATER RUN-OFF. W J *STALL B!O-BA:iS AROUND INLETS TO PROT'EC S _ CHAMAECYPARIS N 'GIAUCA PENOl1:A' BLUE WEEPING ALASKAN CEDAR 2 8' FG0 FRAGARIA(NfLOENSIS WILD STRAWBERRY; SPACED®30'O.0 230 1 l"aAl $. ALL pRNAMENI'A!.LANDSCAPE AREAS TO BE IRRIGATED WITH A HUNTER AUTOMATIC C KIP IRRIGATION SYS ® ___ tIOSTA GOLD STANDARC GOLDEN HOSTA 7 2 GAL V Z O CORNUS..OUSA KOUSA DOGWOOD 5 6-T W J LL 3. IRRIGATION REQUIREMENTS; MINIMUM 314•METER SUPPLIED BY OWNER WITH 22 O.P.M.®45 P-S.I. J 8 JUMIPERUS H. BLUE CHIP' BLUE CREEPING JUPMPER SPACED 6'-0•o.0 51 t GA, 40 CRYPTOMERIA J.'YOSHNC YOSHINO JAPANESE CEDAR 2 d9 (� go 4. SITE TO DRAIN PR'' RLY AWAY FROM ALL STRUCTURES. REMOVE ANY ROCKS \� ,// LEUC.OTHOE F.'GIRARD'S RAINBOW' GIRARDS RAINBOW DROOPING LAUREL 4 t GAL p a GRADE �1 ENCOUNTERED OVER 2•. DISPOSE OF OFF SITE AS NECESSARY. POTHOLE TO CHECK FOR PINUS CONTC,RTA SHORE PINE 5 8 9 —— � ® N DRAINAGE. NOTIFY GENERAL CONTRA IF ADVERSE CONDITIONS ARE FOUND. , uR10PE i.!.'sILVERv sUNPROOF' SILVERY SUNPROOF ut_v TURF 20 1 GAL °I$ Z m PROPER 6. ND BACKFILL IN PLANT HOLES WITH 113 BLENDED SOIL AND PLACE 16.1.6-18 AS A STARTER FERTILIZER I PRUNUS S.'PENDUL.A PLENO RCGEA' DOUBL.EWEEPING CHERRY 3 15 GALJ 5'GFT.HT L — MAGNOLIA K.VAh :TELLATA ROYAL STAR ROY/LL STAR MAGNOLIA 2 5' 1 J AS PER MANUFACTURERS RECOMMENDATION• MAHONIA AOUIFODUM OREGON GRAPE 31 5 GAL Z • _ PYRUS C.'( ANTICLEER' CHANTICLEER FLOWERING PEAR 12 3 11.2' GULF STREAM NANDINA 9 2 GAL 8. TOPDRESS ALL PLANTING AREAS WITH r OF MEDIUM DARK FIR. O NANDINA D.'GULF STREAM' Y CTED. 7. EXERCISE AREA TO BE TOPDRESSED WITH 2'OF 1/4'MINUS CRUSHED ROCK AND l",OMPAC1. ERC' �a 1.R rAr,„ OREGON WHITE CAK 4 21rY W64ONA DOMESTICA HEAVENLY BAMBOO 9 5 GAL O • in o ETION WARRANTY ALL PLANT MATERIAL UNDER AUTOMATIC IRRIGATIGN STYRAX J 'I:iSA: tSSA1 JAPANESE SNOWBELL 3 7 8 • PENNISETUM A HAMELN' IiAMELN DWARF FOIfNTA►N GRASS 16 1 GAL m erg 7, UPON SUBSTANTIAL COMPL p 0. C4 v FOR 90 DAYS. ` - PHORMi:1M T.'ATROPURPUREUM' VARIEGATED NEW ZEALAND FLAX 3 5 GAL THUJA P.'HOCM(:' HOGAN CEUAn 7 &T r�� We+� PIERIS J.'VALLEY VALENTINE' VALLEY VALENTINE JAPANESE ANOROMEDA 3 5 GAL ® PINUS M. PUMILO' DWARF MUGH0 PINE 3 8 GAL BO"fANICAL NAME COMMON NAME - QTY UNIT POLYSTIGiUM MUNITUM SWORD F1---RN 20 t(;q1, SHRUBS 6 GROUNDCOVER OAUCUBA.i -:AR1E,;ATAGOLD DUST PLANT 3 S GAL RFIODODENDRON'JFJ1N MARIE DeMONTAGUE' JEAN MARIE DeMONTAGUE RHODODENDRON 8 24' 12 2 GAL � -- 'ROCKET ROCKET RHODODENDRON 6 24' �J AZALEA!icXE ItD�AZALEA e BERBERS- 'HEL IUND PILLAR HELA40rD PILLAR BARBERRY 4 3 GAL --• SPIRAEA DOUGLASII WESTERN SPIRAEA 31 3 GAL Q� THUJA O.'EMERALD GREEN' EMERALD GREEN ARBORVITAE 6 4-5' __- CAMELLIA.i 'KRAMER'S SUPREME' KRAMLFS SUPREME CAMELLIA 2 S GAL © VACCIlriUM OVATUM EVERGREEN HUCKLEBERRY 17 5 GAL C V I is -_-- 'CEAJN0TuUS G PT REYES' PT.REYES WILD LILAC: SPACED Q 8'-0.O-C- T7 1 GAL VIBURNUM DAVIDII DAVIDS VIBURNUM 13 3 GAL CEANOTHUS�E:TC,IANUS VEfTCHIANUS WILD LILAC 15 5 GAL O _ VIBURNUM P.VAR-TOME-NTOSUW DOUBLEFILE VIBURNUM 27 3 GAL CHAMAECYPARIS O 'GRACIL,S' HINOKI CYPRESS 3 v - VIBURNUM T.SPRING BOUQUET SPRING BOUQUET LAURUSTINUS 14 5 GAL CUPRESSuSSr.MPER"iRENS ITALIAN CYPRESS 4 18•Box r - �I• , ZONING: MUE r SPIE ARRA=53.298.66 / jc_ GLA FiR \ ANO ba• I r (� �• \ "�_ _ - 301'4731'W ;�•� ..\" -•/►n oras `o � \ � _\ � � � - ` i _ � i I , I � —_' (�, `t, DE 1 y; �� \ (gyp /p. y^ '!`�� A • mra mra mi ,..n _ 1► �: ` •�' 25 rY �10!]W6 I •Cr CiG� ,� tAr�L 1.l �� \• �� .d• zd► �� _ ZO N-fi�! 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STUDIO PLAN1 N NOT 1_S. 17 UNE DELINEATES TOP OF BANK AT WATER COURSE 9 L, BIKE RACKS PER DETAIL FOR 3 OR 4 BIKE PARKING SPACES @ 7-0'WIDE BY 6'-tr LONG EACH,SEE 2 1 e CENTER UNE OF WATER COURSE _'J6 10 I I ASPHALT CONCRETE PAVEMENT PER PAVEMENT SECTION,DETAIL 1 q 1 2 I ` SUPER SIZE TRASH ENCLOSURE W/GATES PER PRIDE DISPOSAL REQUIREMENTS,SEE 1 2 �2 1 ? 20 4'REINFORCED CONCRETE WALKS ON 6'COMPACTED BASE ROCK NEW�RONCRETE SIDEWALK TO CITY OF TIGARD STANDARDS,9•0 ' 'WIDE WITH INBOARD EDGE ALONGPROTY LINE. 21 NEW CONCRETE WALK CONNECTING BUILDING TO SIDEWALK NEW PLANTING STRIP BETWEEN EDGF OF SIDEWALK AND BACK OF CONCRETE CURB,VARIES IN WIDTH AS 22 TRANSFORMEP.AND PAD LOCATION REQUIRED. 23 CONCRETE PAD AT MECHANICAL ROOM ENTRY EXISTING FIRE HYDRANT 24 LOW CONCRETE RETAINING WALL PER STRUCTURAL50 ARCH I T E C T U R E I- LUNE OF SLOPE EASEMENT AS RECORDED [6] EXISTING 42'0 STEEL CULVERT TO REMAIN FUTURE BUILDING EXPANSION I N C O R P O R A T E D L07 J� 5 26 CONCRETE CURB ADJACENT TO PARKING SPACES PER DETAIL I 222 COMMERCIAL ST.NE a EXOSTING SANITARY SEWER EASEMENT THROUGH PROPERTY 1.2 27 CONCRETE CURB ADJACENT TO DRIVEWAY AREA OR CONCRETE WALKS PER DETAIL ��1 2 SALEM,OR 97301.3410 9 EXISTING STREET LIGHT TO REMAIN P: 503.390.6500 1 o3arcOtecture.com .6501 10 j TYPICAL ACCESSIBLE PNWwww.studNC SPACE SIGN,DETAIL 1.2 in, 1 HATCHED AREA DE&C-044TES AREA OF VISUAL CLEARANCE ADJACENT TO DRIVEWAY 12 TYPICAL WHEEL STOP,SEE DETAII 1.2 �, ' X10 a 441 13 13 HANDICAPPED PARKING SYMBOL,DETAIL 1 2 3j8 r�+ ACCESSIBLE RAMP AT CURB,DETAIL 2 LED DODDER 14 15 OUTDOOR EXERCISE YARD WITH BARK APPLICATION \ • _ • 6 LINE DELINEATES 50 RIPARIAN TONE ADJACENT TO WATER COURSE,PER REPORT PREPARED BY'ETC. � � JALEM OREGON 1 9 OF Q� IN THE EVENT(:INFLICTS ARE DISL:OVEttO BETWEEN THE ORIGINAL SCNED AND SEALED DOCUMENTS PREPARED BY THE ARCHITECTS A AND;OR THEIR CONSULTANTS.AND ANY CC)PY OF r R- THE DOCUMENTS TRMISMITTFD BY MNL,FAX, a-SIMI-t TRIM=Zg9. O ELECTRONCALLY OR OTHERWISE.THE ORIGINAL IE NE - 274.75 j SIGNED.WO SEALED DOCUMENTS SHALL GC)I ERN IE S - 274.50 IE NW -- 274.40 PROJECT # 2004-10 DATE: 02/21/2005 REVISIONS DATE: 04/14/2005 / 1 !nDESIGN REVIEW MODIFICATIONS ZONING: �' 6 U E 11 10.0 \` ® � DATE: 5/16/2005 SITE AREA 53,298.66 s.f. = 1.223 ACRES � Visual Tn le Clearance --ROCK WALL 5/8" IRON ROD WITH o1 ► +1e'1$ 1ig1 A" I Sr YELLOW PLASTIC CAP .2131' .7�6 - _'.� _ ��z===_ . 2 l w1a 0 6 32" 33' TDAXlI'YI \ -g`K''�'1 \ - _- -- _, - -._.., ., - -- _. _.- -_- -- - 1$1gA .' ; ?:P ' W S°+'_ _ ,"41'rH 50 La ,(�SOi'47'31'W' 500.63') e - A` 1 26 4� ?� 4/18 L)RIP L `\ fig+, - OBJ Np ---� tT ' \ CIDY' co DE \ -� t ` -, - - - 12 U 10 ,, 'S ::'\� \ O � RE�f t,LD>'T2'""- � a• ____ _ __ � - -Ag? ! _ 2 W Z,zx_ 4 V :7BD cd \ *�1y9A 8-•/1a DRIP 6�e- s� _.��. gL1WCt =co.+ conn I I + ^u C via aowMa ca t CO~ corgc� � q�.Tq� \,e I Qp / -�SPACES(�8'-d'EAL 8'0" 3. 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I 4/ PA P! fIfLD0 26-ASPHALT CONCRET:PAVING Ute/�O U O O 0 `'�\ -o MIN 61 CRUSt;ED STONE BASE 00 O ° o° � 0 OD 0 �� 00(5 0000°O w Y1sra_ n III- 11=111--1 I I=1 I I=III !11-- EXESTNJG ltNCxST',IRBCD AND/CSR COMPACTED IR • _ _ _ _ _ b II I Icy{1—.III--iII—iII—I I __=I suB.GRADf I ` / r I ' PI111!'IT vIn«rF SHEET ` �l (r WIN A, Al fo2 ' PADICAPPED PARKING SYMBOL DETAIL ASPHALT CONCRETE PAVEMEN i SECTION '• - 1 -0' t>Iwl.d+q S, 14F 1 117 - 1'-0" X PnverroeM-Seciion.drYgN mmoll"m oil INN: .. .. .. -. y '-e;i.....1;� .tiiM11.#N7MiM".W1i.•�g11�1�IbM1q''.r• m'gNyK*eDw.;(�fn Cly I i;llllili {Ill�ltil {til(IIII tlil�i(,{ i�lit�l+ , Illijhli ,II;'' ! � ;, I!!!'!II!+ t i + 1! II�EIII ;.:. 1 j 1 C,7 I I I Q l.EQ�r<•!•il_ITY ST�c+o { ) ID O I 11 t�� 14 Id f Ig !$ i I ! �2 '3 24 �5 216 2I7 28 9 310 JNI *' la"t C9iC J t A. IJilJilI 1 1 , t N n MN a k ql "Y;eril $; - - STUDIO GE L NOTES: ----_.___ _ PLAN NOTES : 1. ERAI NOTES APPLY 10 ALL DRAWINGS. MEDICAL GAS OUTLET LOCATION 2 DRAWINGS ARE DIAGRAMMATIC AND SHOULD NOT BE SCALED. NOTIFY ARCHITECT Of ANY WALL MOUNTED ANESTHETIC EQUIPMENT DIAGRAMMATIC ONLY DISCREPANCIES IMMEDIATELY UPON DISCOVERY, 041TAIN CLARIFICATION OF DIMENSIONS OR � CMU PARTITIONS AROUND INDIVIDUAL DOG RUNS DISCREPANCIES PRIOR TO PI.00EEDING WITH AREA CAF REQUIRED WORK. 3 3. DIMENSIONS ARE TO FACE OF FRAMING. DIMENSIONS STATED AS CLEAR AtX TO FACE OF FINISH. Q UNE Of SOFFIT ABOVE 4. SFE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR WALL MATERIALS. Q STRUCTURAL STEEL FRAMES TO SUPPORT CANTILEVER 5. WALL MATERIAL MAY STOP W ABOVE ADJACENT CEILING FINISH AT PARTITIONS THAT ARE NEITHER FIRELINE OF ROOF OVERHANG ABOVE ; SEPARATIONS,AREA SEPARATIONS OR DESIGNATED ACOUSTIC SEPARATIONS. 6 a Fil FLOOR MOUNTED MECHANICAL AIR HANDLER A R C H I T E C T U R E I 6. ALL INTERIOR PARTITIONS TO RECEIVE ACOUSTIC INSULATION,FULL HEIGHT. ® WALL MOUNTED MA DOOR OPERATOR SWITCH INCORPORATE O P 7. CONTRACTOR'S OPTION:NON-LOADBEARING*METAL STUD SYSTEM MAY BE SUBSTITUTED FOR 2x1 WOOD STUDS IN NON-LOADBEARING INTERIOR PARTITIONS. MULLIONMOUNTED ADA DOOR OPERATOR SWITCH 222 COMMERCIAL ST. NE SALEM.OR 97301-3410 8. COORDINATE LOCATION OF RECESSED OR SEMI-RECESSED ITEMS TO AVOID BACK TO BACK INSTALLATION t 0 EXPOSED DUCT ABOVE P: 503.390.6500 AND TO REDUCE NOISE TRANSFER THROUGH PARTITIONS. F: 503.390.6501 30'DEEP PLASTIC LAMINATE FACED WORK DURFACE WITH CAGES PELOW www.sludio3archBedu►9.com 9. INSTAL WALL BACKING FOR ALL WALL MOUNTED ITEMS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING: DOOR STOPS,FIXTURES,WALL CABINETS,SHELVING,COUNTERS,TOILET ACCESSORIES,SECURITY EQUIPMENT, 12 2 TOWS Of 30'HIGH CAGES AND 1 ROW OF 30'x30'x30'LINEN STORAGE CUBES ABOVE TACK BOARDS AND MARKER BOARDS,HAND RAILS AND WINDOW COVERING TRACKS. 13 WET TREATMENT TABLE SUPPLIED BY OWNtiI.OND INSTALLED BY CONTRACTOR ��n Gn ARC y, 14 GURNEY DOCK 8 f� MAGNA-CLAVE LOCATION L D LODDER n `1 Ste; 16 RAISED BATHTUB FOR PET WASH AREA CAGE WITH PET DP.YER (f� $ALFA,OREI,�ON 1 1 B SEE DETAIL CASEWORK PIAN ON?•5.4 'f © 19 ROOF ACCESS LADDER AND ROOF HATCH ABOVE OF Or �¢ 20 SEE PLAN DETAIL 5 ON AB.2 FOR DIMENSIONING AT THESE WINDOWS. IN THE EVENT CONFLICTS AR.DISCOVERED • 21 6'l WALLSBETWEEN 1Hf f itt o Sil AND LE tlr THE An I«C l Al THEIR CONSULTANTS,MID ANY COPY Of ' \ 1 22 GLASS BLOCK THE DOCUMENTS TRANSMITTED BY MAIL,FAX, fLECTRC"(-4LY CAI OTHERWISE.,THE ORIGINAL SS \\ 1 23 FORM DRAINAGE GUTTER AT BACK OF DOG 4UNS AND SLOPE FLOOR TO GUTTER.CONNECT SICKED AND SEALED DOCUMENTS SHALI GOVERN \` \ GUTTER TO SANITARY SEWER- COMMERCIAL WASHER h \ \ 24 DOUBLE SURGEON'S SINK W/D DRAREU CONTROLS RYER VENT. PROJECT # 2004-10 6 2s DATE: 02/21/2005 REVISIONS `♦ \ / \ ? DATE: 04/15/2005 ADD 5 POCKET DOORS /\ .. Q• 2 h `�� . . \ 7 01 ` V4�;��r ECH19 \ '� •� low AI ._,_. 'lNG '~ 1 SC AtE L.— y 10 EXAM 1 \ \ ♦ 10 / 106 ` mob' ♦ ♦♦ a. - - �` � ?,a, �' ♦ RECEPTIONIto 1C2 (OB Vy 8 \ / •. �,-11• 4'-4• 3-4- 11'-.5' 3'-4' 9-4jtt" -3'/. 3'-4'4&1 co �- N ECO (SCHARGE \ •, \' INTERNAL I EN W)2 ,, TRASOUND, MEDICINEI 1 1 2 W-8 (wr//�� E>IAM ♦ 110 4 \ \ 14 115 0' 146 a. EXP S D.:Y OFFKE � � ` W-3 \\ \. 113 LOT 16' ° 11700 CD Q(L i/ �► l4 / II y \ \ �6 ` , I } -,o LTJ OW- � SOL . All 8 9 < 112 , y 0 \O A • 0 `� * , Imo' l 5 RAGE � ♦ L \ 15 A MEL H. W-g ��i1r(ANAGERS 145 �.. \ \ ' �, , �. / COURT #'� 1tt- 149 .> ` r 1 I 3 L 53 • 141 1 I � h � - i { _ _ -�---L�-- ------ - - � r-- do'_#`� ' RS — !' s; 1 S'-r ! 3� 19 3Ki 14'-2X1' UP r"_ ` \ _ _ f M t r _ 4N-, 2 R �— \ - rn L.J l�� W.1 148♦ � '�\� l7L/IM PHARMACY ,� . / �- / /+ � \. --_ _.. i- __ ! CT K(-)(-)M � -__ � �� •-\\ ! COM 112 t 4U / �• � 11 X35 . r.,, , � �� rX-RAY -� � _) ! yV-3 � !2;1 _ "=r I CENTRAL i ----- _ . _ .2.2 • o L \./ S,PhVVER � � 1'REP� r /� , '. � I-1.0 - 1._ �. - ' h] STORAGE 143 �►• � 139 .. 13 ` ; ' 1 �� , / ' EXERCISE \ .� ' ,!� 1 ♦♦ / , , �\ ,off _. I . .IiQ.•• .Rdl \ 2 1 13 / 7^• ' 1 /f PRINT r ••... I.I YAkDROOM tj ' W,d L\ S� e ♦ q 15 25 +_ \ ' s•1• �Y,' ^ r7 \ RGERY 5 I SS_Ski 6'8' • __. .__ , 152 O / \ a , - ----- R 4 14 /? W 4 q ` �`' P P \ / Ii j ! ` \ �� `♦ 119 \ ., `.. N Q _ i 3.1 i + 135 , �71 \�� ♦ ,\ w HA'_LWAY _ _ 12 �� \ 1z2� ih R R ?•,►. / Fs _ . .< — • \ - - - ---�- f lei � 4 © 133 i' (— L- ` ^� \� / \' : •/i -. _ T ►r© ~ 1 R XRA WARD 127-A/F D S+)D, \ , ♦ RY 1 r-`r I K' �s.�r�, ,�' R 132 131 PfEp �♦ I i "1 0 I 7 N MF 1 p !,y!171 . _ �� cw4j W-6 I W SI 3,4, 3 2, i. i _....\` — __�r�r�•• -— 7.17.1 _ - I I ' \Ar i 22 U ?3 22 4 �4b 1 \ 2 - .z -- .2 2 - SHEET I AYL - - \ i _ 2I'6' 4'0• 7-IY.. 4'_0' 4'0. 4' 4'•0" 3'r;' 6'13• 2'3' 6.8- 2'$ 6'-8' _: • 3'$ 1_'-0" -4 '1 '-0• i 23'-1 254 ! - -- 0' --I 4a-8' - 1 1 a-cr A2 ,01 (`1 GR.O U N U F IOR �,..,,..,. .., .,...,, .gym.,. ... ..... ..,-_. ._,....._,—.----._..�.............,+..,...... •n Kill ICICI IUIf l ' I111 1 (L;m I U�I ill II I111P I 1111111! �IIIIHIIIIIIIIII LEGIBILITY STRIP 3 LO L I ig 13 14 ;Es 17 18 19 20 21 22 23 2 t 25 2e 27 2e 29 30 I pRIRLI dl "ONO 9 101 or All w f .1.a ,e GENERAL NOTES : _ --____- _ PLAN NOTES : ST U D 10 I. GENERAL NOTES APPLY TO ALL DRAWINGS. n SHOWER: FIBER FAB MODEL 480 H2 2 DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT BE SCALED. NOTIFY ARCHIIECI OF ANY l� ROOF TOP AIR HANDLING UNIT DISCREPANCIES IMMEDIATELY UPON DISCOVERY OBTAIN CLARIFICATION OF DIMENSIONS OR 2 DISCREPANCIES PRIOR TO PROCEEDING WITH AREA OF REQUIRED WORK. 3� MECHANICAL CONDENSER UNIT SET ON ISOLATION PADS 3. DIMENSIONS ARE TO FACE OF FRAMING. DIMENSIONS STATED AS CLEAR ARE TO FACE OF FINISH. El TRAFFIC MEMBRANE WATER PROOFING SYSTEM AT DECK AREA 4 4. SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR WALL MATERIALS. 151 ROOF DRAIN 5. WALL MATERIAL MAY STOP 6'ABOVE ADJACENT CEILING FINISH AT PARTITIONS THAT ARE NEITHER FIRE CAP FLASHING ON LOW WALL SEPARATIONS,AREA SEPARATIONS OR DESIGNATED ACOUSTIC SEPARATIONS. 6 r 6. ALL INTERIOR PARTITIONS TO RECEIVE ACOUSTIC INSULATION,FULL HEIGHT. n STEP IN ROOF A R C H I T E C T U R E 7 CONTRACTOR'S OPTION:NON-LOADBEARING IK'METAL STUD SYSTEM MAY BE SUBSTITUTED FOR 2x4 WOOD ��® PARAPET WAIL TO CONCEAL ROOF TOP EQUIPMENT FROM VIEW I N C O R P O R A T E D STUDS IN NON-LOADBEA.RING INTERIOR PARTITIONS. �q GL'>SS BLOCK WALL AT STAIR WELL 222 COMMERCIAL ST. NE SALEM,OR 97301-3410 8. COORDINATE LOCATION OF RECESSED OR SEMI-F;ECESSED ITEMS TO AVOID BACK TO BACK INSTALLATION LINE OF ROOF OVERHANG ABOVE 10 P: 503.390.6500 AND TO REDUCE NOISE TRANSFER THROUGH PAR CITIONS. 11 LINE Of STEEL FRAME CONSTRUCTED FROM W8x10 AND SUSPENDED WI1 H ROD AND CIEVIS F: 503.390.6501 9. INSTALL WA..L BACKING FOR ALL WALL MOUNTED ITEMS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING: DEVICES ANCHORED TO BUILDING www.studio3archilecture.com DOOR STJPS,FIXTURES,WALL CABINETS,SHELVING,COUNTERS,TOILET ACCESSORIES,SECURITY EQUIPMENT, TACK BOARDS AND MARKER BOARDS,HAND RAILS AND WINDOW COVERING TRACKS. 12 SHEAR WALL PER STRUCTURAL 13 ROOF SPACE VENTILATOR UNIT L� ARO I , 14 FRAMED CRICKET TO SUPPORT AND BRACE PARAPET,SEE STRUCTURAL �_ A �f C 3 ,, 15 ROOF DRAIN , LE 16 BOOKSHELF UNIT S� S K OREGON,fi_ J�FOF - IN THE EVENT IUNELICTS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED DOCUMENTS PREPARED BY THE ARCHITECTS ANO/OR THEIR CONSULTANTS,AND ANY COPY Of THE DOCUMENTS TRANSMIMD BY AMR.FAX. \\ \\ IGNED AND -ALLYSEAL D OTHERWISE•THEORIGINAL SIGNED ANI�SEAIED DOCUMENTS SMALL GOVERN PROJECT # 2004-10 DATE: 02/21/2005 REVISIONS / 13 \\- \ i 13 , _ --- - - � -) 15'-lie" ��~� 13'-7Ke' _. 31'-1 iii' �- -- 23-4• 26.0' ' 3'_8' 3'$ 3'-13' 4'-L3" a'-G'_ ' 3'4B' 3'$ '-4 6'-0' ' I l - 7 CN O, c \ \ 2 \ _� O 00 Vk A 3 I o nio \ i �L3 --------------- eA ,J 1W-2 01-1 , 1 R 4 1r�orf6 --- -- 9 0►4' 9 0" STA 1 \ 1 ' CONKRENCE W� !x ( I i 5'I R ' _ .w 6 I T ', �r IW 2 203 -•�� OFFICE OFFICE o 1I i D� R A3.2 • OFFICE t 206 \,11 F I 16 II \\ I N 14 '� 6�� ` HALLWAY 201 I 2 201 4 I I DECK r/F'11 1 _0 a SHOWER/ 1 v \ 0 � 1 LOCKER � ESTRC>dhd n f 208 I OFF /- 1 I S - 6 '' I _ /a4 I I 9 ,mss I I W'�) I I i W 9 I ! •• z - -— — • m. i I 2 I 1 �. SHEET XIL0' 3'-0• 4'-0' 4'-0" 3-0" _Ot —54' 5'4' 4.�' :a` 1'•4' _IO13fe' V4* - 31'0�ri' - .-- -- 1 V-4 -------_ 23.4' —_ — 6'0' .,A. ------------------- --- - -- 18'•0' `31'•4' �_— --- - -- — A2 * 2 SECOND FLOOR PLAN elm 1TlIBN1//IY.> N�.MC .-..�.--..��- � _ ..._-..._.. �._.__..__ �- .-._._- . .,. .,..., _ ._. RIII•�1.+ - -• � � ill IIU Illi I!II'IIII II!I JII III! IIII IUl illi III; IIII tl 1 1 S li!II� I.t11 11!i I I IIII! Itl II!I '' 1! ! II I 11 t . lillll IIII �•,,, .,.:-, �T,w;.ab„ ,�;>,,�yanM4VM11MCt:_ r_ -. Til I l u l i i l Illi' ! w l Elfr18tl.ITY STRIP iC 11 t$ 13 14 1 16 1? IA lid 20 2111111111121 1 22 23 24 25 2.8 27 2H 29 30 7 Ie111 w I C71 ..01 , •�Or u NII r } y ' 4• •4r i 1 _ - --- - GENERAL N TE ^ : S T U D 1 O r- � -- TRAFFIC DECK MEMBRANE EXTENDED UP BEHIND G O a _ _. PLAN NOTES : MOISTURE BARRIER,MIN 6'ABOVE ROOF LINE. `- 1 GENERA'_NOTES APPLY TQ ALL DRAWINGS (;1 ROOF HATCH A -- ------ / DRAWINGS ARE DIAGRAMMATIC ONLY AND SHOULD NOT 8E SCALED NOTIFY ARCHfT£CT OF ANY v1:iCREPANCIES LMMEDIATELY UPON DISCOVERY. OBTAIN CLARIFICATION Of DIMENSIONS OR (21 ROOF SCUPPER WITH OVERFLOW r� DISC2EPANCIES PRIOR TO PROCEEDING WITH AREA Of REQUIRED WORK. �� 3 DIMENSIONS ARE TO FACE OF FRAMING. DIMENSIONS STATED AS CLEARARE TO FACE OF fIN6H. 1 3 12'WIDE BY 12'HIGH OPENING IN PARAPET WALL TO PERMIT ROOF DRAINAGE 4 SEE WALL SECTIONS FOR DESCRIPTION OF EXTERIOR WALL MATERIALS. n ROOF VENTILATOR S. WALL MATERIAL MAY STOP W ABOVE AD.NCENT CEIUNG FINISH AT PARTITIONS THAT ARE NEITHER FIRE ROOF TOP NR HANDUNG UNIT SEPARATIONS,AREA SEPARATIONS OR DESIGNATED ACOUSTIC SEPARATIONS. L'_1 t --•--•— — -- —• 6. ALL INTERIOR PARTITIONS TO RECEIVE ACOUSTIC INSULATION,FULL HEIGHT. ROOF TOP MOUNTED CONDENSER UNIT ARCH ITECTU RE 1. CONTRACTOR'S OPTION: NON•LOADBEARING 314'METAL STUD SYSTEM MAY BE SUBSTITUTED FOR 2x4 WO{)'; I N C O R P O R A T E D STUDS IN NON-LOADBEARING INTERIOR PARTITIONS 222 COMMERCIAL ST. NE 8. COORDINATE LOCATION 01 RECESSED OR SEW-RECES.,.ED ITEMS TO AVOID BACK TO BACK INSTALIAIION SALEM,OR 97301.3410 I FLOOR AND[SCK STRUCTURE AND TO REDUCE NOISE TRANSFER THROUGH PARTITIONS. F:5033906500 3.390,655001 9. INSTALL WALL BACKING"ALL WALL MOUNTED ITEMS,INCLUDING BUT NOT LIMITED TO THE FOLLOWING www,Sludio3DFC11i cuTE•COTn DOOR STOPS,FU(TURES,WALL CABINETS,SHELVING,COUNTERS,TOILET ACCESSORIES,SECURITY EQUIPMENT TACK BOARDS AND MARKER BOARDS,HAND RAILS AND WINDOW COVERING TRACKS. 3 J LE ODDER n X TRAFFIC MEMBMNE DETAIL ', ° SUIS 3' = 1'0' X-TmffKManbron•-01.&,q `9 TF OF IN TME EVENT COWiCTS ARf-DISCOVEI*D BETWEEN TY4 C)"Goik SIGNED AND SEALED DDCUMENTS FWARED By TME AACWfILTS AM"TI*-IR CONSIATANTS,AND AM.COM'OF TME DOCUMENTS TRANSAMTTED BY MMI.FAA. ELECTRONKAIY OR OTWRVASE.TME ORIGINAL SIGnEO AND SEALED lXxlD.tENTS SMALL GOVERN PROJECT # 2004-10 DATE: 02/21/2005 REVISIONS DATE OS/I6rZ00S Roof Top Equip EI-moons \ \ \ a \ 4 \ _ J n N pQ \ 5 Y`• / "o L L-1 r i 3 ,��• � � ' 1 2 1 3 2 Q N_. `� "c b' qq STAR �- r— `� i r� xy 4,1 . I F 2 3 2 I SHEET AQ * 3 / ��'•�` �' ROOF PLAN 13 of .5 J � I .r +Fy41yy ,i. rte._._.__—__�+.T•s..__.. w,Mwn....r..h..•-w.w�..�,-F mow. �� V - r ltll Ilfl Ili! Itti 1111 LIN Ilii Itlf ilii Ilii s' I i c� - � <� •`'qlT m ' _'.� .}'ate, „(�'� � ++ � ( I + !!! (1111 ILliitll ii J11!►rfIIIIIfUf ,AL1 ifllll li�lNl,lt!Iltlidlllli�Illl Iiil�lll1�1111+1 ihflii lliltlif) Itlt�lil! Iitllllll IN1�1111 NIIIiIr, IIfI�IIIt 11II�IN1 I41I�171i Ilil�Illt illl�lili Ilfl !i flit 1 !1?f 11111N Iii w LEos WFTY STRIP 6. f f� 1 i fi l� ( I I I (- _ . ,U�IwIc* IA 1 ! ►;� I3 Ta Ig 1 I® Itti 2D �tl 2�2 23 24. 28 28 27 2e 2S I Cil � _ n�•r� • ` 1 , 1 willillI " . I d i r iC, �e�:•tc� �� a vt ita I�p.4�� tat;r ✓�.,r; tiAt'Is,F]• '�#��,; • w I� F A �r s-r .ire PLAN NOTE : S T U DIO �j 8'EXPOSURE CEMENTITIOUS PLANK SIDING _ - C� _ 1,Wl'DEEP, 12'WIDE PREFINISHED STEEL VERTICAL PLANK SIDING. T-Tap F31 ME FAL ROOF EDGE CAP FLASHING • rl U, 3 (: ANODIZED ALUMINUM CLADDING WITH"S"LAPS AND DRIP EDGES. I L"_J 7 - - _ -- - ---- - - ----- - -- — -- - ---- - ---- f s 1 PAINTED EXTERIOR GYP.BRD.SOFFIT L_�� L _.J _ IIJ _ IP4 t'J{ __ _�___ _—_ __—____ © ALUMINUM AND GLASS CURTAINWALL SYSTEM All if ' 9 I SEALED GLASS UNITS IN VINYL FRAMES WITH NAIL FIN APPLICATION I _ 4 e.3 - - - _-- --- - ARCHITECTURE . 1' --- ___ ---^_ -_ - -_ _ — - - — - -` SEALED GLASS UNITS IN ALUMINUM STORE FRONT SYSTEM 1 IV C_ 0 R P 0 R A T E D a 8'x8'GLASS BLOCK 222 COMMERCIAL ST. NE - — _. _ _: G7 12 SALEP: 5038390.6500410 MANUFACTURED STONE VENEER -----— I F: 503.390.6501 2 a ENTRY DOOR WITH POWER OPERATOR www.studoo3orchitecture.com 275'-5- --+ - ----------- -------- _ _ _-- F.F.E.6r.rci>ts Yo, r�--------------- ��-� STRUCTURAL STEEL COLUMN ASSEMBLY ---- -----�----------�-_- L_�l� -- 4 277 6` -- J----- J — EXPOSED CONCRETE PcTAINING WALL _ f -L-- -- L-13 ---------- -- --------- ----- - -- 14 J�� 14 FOOTINGS&FOUNDATIONS PER STRUCTURAL �� 3�.�1 � i ' ' ' 4'•0"x4'-0'FRAMED WITH 4`x4'x4x4 WIRE MESH GRILL 14 I I5 V LEON LODDER n 16 LINE ANCHORED STEEL TO FRAME 11LDINONSTRUCTED FROM W8x10 AND SUSPENDED WITH ROD AND CLEVIS DEVICES "--� • r G. 17 STEEL TUBE RAILING AND GUARD WITH 4x4 MESH FABRIC 1 NORTH EAST ELEVATION SCA!I I Ij: �� of dt 302'.6- —_ _ _ _ ----_-'- _ --� _ -___ —-— - --- - IN THE EVENT CONFLICTS ARE DISCOVERED TOP OF PARAPET PLATE 6 3 ''f I 16 BETWEEN THE ORICA"SIGNED AND SFALED ' .4 L• AND/OR 1HEIR CONSUI TANTS,AND ANY COPY OF DUCUMFNTS PREPARED BY THE ARCHITECTS THE DOCUMENTS TRANSMITTED BY MNL,FAX, 5e - 2 ._ . _--_. ,_-. _ - _--- - - - _--.-_. _ - --- - - --- _ _ - - -_----__---. - _ _.___-- _ _ _. --- ELECTRONIe:ALLYOROTHERWISE.THE ORIGINAI L 297.2' -. �_ _,-- -_ - SIGNED AND SEALED DOCUMENTS SHALL GOVERN TOP OF PARAPET PUTE _ ___-- _ - - _ PROJECT # 2004 10 .3 -- -- - - -- -- - ' 3 843 DATE: 02/21/2005 j 3 - - fi REVISIONS �.-_-_ - _ _ ..__.._..._..-..r.._.._.—..-.-... .__.- .__. ,�..�.�-_._ -_s_,._...�..-..•...r• __-- --•- _ _ _ - _ _ — - —rte- -------- - ---- - --- - -- --- -- - _ -- __ -- z�-_.— _ ._ - - - _. 283'81 TOP OFSUBFLOOR - [� - -- - - _ IU t3 ----_— —_— I G - - r -----------------------, I ---- —_. 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BULKHEAD/SOFFIT FOR MECHANICAL DISTRIBUTION 7D , 1 1 1 2 5 .5 ton a 1:91 me ■ ■ w ARCHITECTURE `'' � i • • i � i i I r r I N C O R P O R A T F [i ., .107 6• - ----- �l _- -- M - -- - T.a.P. e ■ 222 COMMERCIAL ST NE T.o.P. ■ ,� • 294'-8' -- -- - -- w ■ - — - - ----- - -- - - - SALEM,OR 91301.3410 • . -------- - •--_ ■ -_ - - --- - ...--_--- - --- �.o.Q.�4eb-�►�- - - --- - ■ _ _ ■ - - - -- --_-- -- - ------- - -_ _ - - - __ P: 503.390 6500 1 T.o.P.low Poirw -�� .��_ ■ ■ ■ F: 503.390.6501 Y• ■ ■ +'�1; ( ■ I ■ ■ • www.studio3architecture.com OFFICE Y OFFICE o ■ ■ )NttRENc_E rlnuWAY LOCKER ■ ■ ■ • 06 20 207 ■ ■ �'.>oa 20 i 209 : i • • ( i i i i ` ?83'-9 t/8' : w L_ ■ ■ r83or s„�n r : . • -- - - �� 390 f� Top a s„enoo. _- ■ °Q - -- - ` w LEO ODDER n o CT ROOM HALL DOG WARD ■ ■ ■ ■ ! ■ ■ ■ L 1119 23 122 I?9 ■ ■ x-Rl,: HAIL � X-RnY � ■■ S, �� ■ ■ e ° ■ ■ ■ ■ ■ ■ 272'-b' _ _ -- - ■ _' ■ _ ■ _� 277-6' - -- - - - F.F.E. _ - F.F.E. _ -- - - 1 • ■ ■ ._____---.----- —.. �._ -- ■ BE THE(ORIGINAL SIGNIN THE F&NT CONFLICTS ARE ED SEALED ��■ ■ ��•■■�� DOCUMENTS PREPARED BY THE ARI HI TFC TS ��•w w�t �!■■■■1� AND,'OR THEIR CONSULTANTS,AND ANY COPY O� THE DOCUMENTS TRANSMITTED BY MAIL,FAX ELECTRONICALLY OR OTHERWISE,THE ORIGIN& SIGNED AND SEALED DOCUMENTS SMALL GOVERT. BUILDING SECTION BUILDING SECTION 1 -__ _-- _-_--- -- --_- -- — — _— PROJECT # 2004-10 ' -SCALE 1/8' 1'-0' SCALE: 1/8"=1'-0' DATE: 02/21/2005 REVISIONS 1 1 1 1 i I � I 34 3 4 I +�■■■s�( 302.'6, - ■ ■ 297 7 ■ • ■ w - - - - T.o.P. v ■ ■ 2,'4'- ' ■ c - - - -- - ---■- - w-- -- - - I _tilg6 P�ud . . . . . . . . . . . .y T.O.P.Low Po" • • ■ ■ L-2 w ! ■ t e ■ ' - oQ.) ?d3' 8 1 iA• _ Top of Subfloo. - ■ , ■ - ■ --- ■ ■ n.a lOf,Of Jutl11<u>. : • A ■ ./ _ w - I MEDIC INE TREATMENT ICU w ` n >- `� ■ i I ; , a 133 : ; ' • . '�`i/ ` N ■ ■ 272'- • d 277-6' _--- ------- - - - I I - - - - _ __ _ F.F.E. 6 -.-_ _ — F.F.E. - _ - - -� - - _ ■ ■ Z 1 �• •� �a■w■■■■■r r■w■w■■i■■■■w■■■w■w■wr� S -'sco BUILDING SECTION - SCALE: 1/8'=1'- E -1 1 �;• - ------ -____---- -- ---------- --------- � 0' � � 0 � SCALE ° � 4100 -+--' Q 4 .4 �""4 4a■■■■w■•■u rre■e■w■■■er ,�w■■■■■■■ �•w-e■■■■Ir; ----- - -----.- - -- :�■■■�■ ,. 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FORMED METAL CAP FLASHING /�' FULLY AU SINGLE-PLY MEMBRANE ROOFING ON ROOFOF INSULATION ON PLYWOOD ROOF DECK ON ROOF JOISTS PER STRUCTURAL 1 -- L - DRAWINGS 1 MEMBRAtJF ROOF EDGE FLASHING WRAPPEDOVER / SHOWAND WEU TO ROOF MEMBFRANE - - - ____ —5/B'PLYWCIOD SHEATHING F EDGE AND DOWN EXYERIOR _ I A DEEP x 12"WIDE VERTICAL STEEL PLANK SIDING OVER MOISTURE BARRIER, / z / WEATHER RESISTIVE MOISTURE BARRIER A'PLYWOOD SHEATHING, DOUBLE 2x6 ROOF EDGE CURB SHAPED AS \\\ 6"STEEL STUD SHOW �\ -AI`dODIZED ALUMINUM SHEET CLADDING `.� SUSPENDED ACOUS IIC TILE IN'T-GRID CON TINUOUS ALUMINUM CLEAT TO SUSPENSION SYSTEM -- SINGLE PLY MEMBRANE ROOF FULLY ADHERED TO '1 RECEIVE DRIP,WITFI NEATLY SPACED RdVETS -- - WOOD DECK ARCH ITECTURE �; ,.. I NC O R P C, k A l l U - _.,\.� 222 COMMERCIAL ST Nt- - - %'PLYWOOD II DECK ' b. SALEM,OR 97301-3410 P: 503.390.6500 F: 503.390.6501 FRAMING FOR SLOP(D ROOF AND SOFFIT www studio3orchiledure.com OVERHANG,SEE STRUCTURAL 1F y- \ EXTERIOR GYPSUM SOFFIT BOARD )II PLYWOOD SOFFIT SUBSTRATE ` - - �' —FROM DRIP C.,NTIN000SIY ALONG EDGE '- j -- i CLEAR ANODIZED ALUMINUM SHEET FACING, TURNED UP BEHIND MEMBRANE ROOF EDGE ?9 '-ICY, n HIN OF RAPE T FUS G SEALED DOUBLE GLASS UNITS IN TUBULAR Vi,Oi �� 39d8 8.2 OWN woo Wpa FRAMES L RD I.ODDER E DETAIL FFIT DRIP DETAIL — - ■ _ _ _ _ �s +,oREcoly ROOF EDGE ___ �-- -- ,9 C, . :4)- _ �� )—sja4-,1E 3" 1'-0" X-Soffit-Drip.dwg V SCALE 3" V-0" X-WoIi-C-jp-02.dwg 1 1C�' �F a a now ♦A: 1 i IN THE EVENT CONFLICTS ARE DISCOVERED { BE TWMrN THt ORIGINAL SIGNTD AND SEAM) i CI IttC I% ANU, R TMBIR CONSULTANTS,AND ANY CCW OF R E DOCUMENTS TkANSM MED BY nMAA TAX, ELECTRONKAIY OR OTHERWISE,THE ORK3INAL .. • 1 Ve. SIGNED AND SEALED _UM N MALI Y.2 _ -..------ --- II '-- % ■ ■ ■ � I MEMBRANE ROOFING,FULLY ♦ OYC.YPSUM BOARD ON ME7AIL FURRING AT 16" PROJECT #1 2004-10 ■ SINGLE PLY M SI�JI www ■% ■ DD PEOPEEN WEB WOOD TRUSSES. UDECK ON 24" DATE: 02/21/2005 1 i ,�• .� / �. GLU-LAM BEAM PER STRUCTURAL ■ ■ �...■■r. -a-_�� ■ ■ REVISIONS 05/12/2005 • ADD DIMENSIONS TO SECTION I 1 3 8.4 ♦� 1* n SEE STRUCTURAL DETAILS FOR CANTILEVER17r i jy�l - ■ FRAMING ETC. -- - - 1 _.. , ■ ■ ■ -_ _ _ - -- -.___ _ -- - - - LAP AND DRAPE MEMBRANEt ROOF FLASHING J - � *_-` - -- - -� ■ ■ -- FULLY ADHERED TO DRAIN �I , - y----- ------ ■ - s-.--_ W) FULLY ADHERED SINGLE-PLY MEMBRANE ROOFING no ♦ ON ROOF INSULATION ON PLYWOOD ROOF �o DECK ON ROOF JOISTS PER STRUCTURAL a 1 *GYP.BOARD CEILING.TO UNDERSIDE OF ROOF --__..� DRAWINGSa ' TRUSSES WITH VAPOR BARRIER AND R-32 BATT INSULATION.ALTERNATE FINISH TO INCLUDE GLUE-ON 12x 12 ACOUSTIC TILE APPLICATION SPACE FOR DUCTWORK I 1 SUSPEND 2x4 FRAMING FROM ROOF FRAMING,IN �- MANNER TO ENSURE RIGIDITY,CJLAD WITH GYP - / BOARD ON EXPOSED FACES *' - - - i � ' �.•_�!� ,' , I I I r �1V SUSPENDED ACOUSTIC TILE IN T-GRED � c SUSPENSION SYSTEM 1 -- - -- -- - - SEALED DOUBLE GLASS UNLIS IN ALUMINUM 0 --------------1 -_ -' CURTAIN WALL SYSTEM. I L� ^.fie'GYPSUM 30ARD EACH SIDE OF 2x6 WOOD 'fib 1 STUDS PER STRUCTURAL DRAWL;: ,S71 LA? I (V c? CN c-.4 DOOR 1 N I u S. � q ■ .■ - StQ' DGOR MU FRAME BEYOND PER SCHEDULES ♦ w■ iI i1 :� 5/ " n- oL Sy?" 00 :: I-. ■ ------ - - - i i 7H"GYPS(iM BnARD SOFFIT LLJ clef am WON moo O Q ` I I � r-- lk, { '00/ so U cn I I O d P�'Y 1 I 51FCI COLUMN FRAME PER STRUCTURAL ,r Cj, :"T V) I I 1 I 1 I i 1 I P.T.SILL PLATT.SET ON CLOSED CELL DAMPPRCX)F 0 - - TYPICAL.CONCRETE SLAB-ON-GRADE WITH COURSE AND ANCHORED TO FDN PER REVERSE CURB EDGE AS$IiOS'#N I - STRUCTURAL d F wr o`REINFORCED CONCRETED STAB ON GRADE ♦ I w•' / 1"REINFORCSAND BED ED CONCRETED SLAB ON GRADE 1"SANQ BED E ■ ■ 10 MII LIMETER VAPOR BARRIER I SAND BED 10 R VAPOR BARRIER C•r� 1 1 1 'r ' i'� • ■ -��- I �� 6'COMPACTED CRUSHED ROACK BASE 1'SAND RED I I b'COMPACTED CRUSHED ROACK B,kSE al I ■ ff t--- - - " - - - ■ ■ ° e STEM WAIL W11HF.F.P. O ° ° - --- -- -- _ FOOTING PER STRUCTURAL — � ° In •r 1 ' a� ° 4: ♦ 09"t 6 - �Q ' • C7°Oo'°oC �°o'`?y oo.-. �°�o 1o o0 Qo 00s� fn° o °o 16o • .o oC)°0 ° $ ll-, ° ° o°' 0 onn io 00 ooo•0 Q`6��••0' C7_r°->oo`°�,}IUf° °°Vu�I 10o>o o0R o Cy- ° Jo o °oo •o o °o°U °'nof n °0n <y ' DU O .0 30 ) 'u �Oc --- 44j a 1 ,,fool f'- 1.l - -- r °', —�' ��'�— I s SHEET - ------------------ - - �---- ---- -CONCRETE FOOTING PER STRUCTURAL 1 DRAWINGS d , A34, 3 I WALL SECTIONWALL SECTION WALL SECTION 3 04-10•Mx+t.dw SC04-10-M31-a.dwg SCALE: 3/4' _ -0 U4- 0-Mec.dwg F: ' 1 " 3/4' 1'-0 1' f s' \. . w+11 Woo17, »r° aw011M■11N� -..^*.".... .-.- .^"a.. ._ ..,"..,.Maa."s,...--. ._ __...• .c w„ -. .... _.. _._.._. .-. - _ __--_ _^__. _ -._. �.__ ..-. .... n t wen�n�-nRs .w F�rv.' cm I I I I I I I I fill "�'�R►h'`!�`� i'III ILII !III illl ill; !!'I III{ !III ILII ITU lilt ILIIII!II III) I 1� 1 1 : ILII II!I 1111 ILII 1111 ILII ILII ILII I ''j �` - -ESI®ILtTII' STRIP C I d !� ® 10 I 1„ I3 I I� 1'7 1A IIE� g0I zI2 2�3 24 28 28 2�7 2e 2�9 30 r 10 roln.l cm i ' 6# � "�' ' �;•.� �I�1 � I + HQNI a Tae , r I „ 1 !�' I 1111111t jj!j1jj�j1j1jjjj I !) I III!I ltlh�l 1 1 i 7 J ti qtr•'" 1� w .r 3 METAL CAP FLASHING SIMILAR TO 4 ON A3 3 - - � METAL CAP FLASHING� METAL CAP FLASHING � r MOISTURE BARRIER WRAP OVER TOP OF WALLMOISTURE BARRIER WRAP OVEP,TOP OF WAIL SINGLE PLY MEMBRANE WATER PROOFING,4' RIGID INSULATION,Ye'PLYWOOD ROOF DECK ON 6 SHAPED PIP.IE / JOISTS PER STRUCTURAL SLOPE TO DRAIN AS SIM I / SHAPED PLATE r�■■■■■��— SINGLE PLY MEMBRANE WATER PROOFING,1' �• ♦♦ RIGID INSULATION,Y'PLYWOOD)ROOF DECK ON INDICATED ■ ® J(XSTS PER ST RU TURA! SLOPE TO DRAIN AS INDICATED ALUMINUM CLADDING RABBITED 1X3 TRIM BOARD TO LAP OVER SIDING I RABBITED IX3 TRIM BOARD TO LAP OVER SIDING -- -- -� ■ ROOF JOIST PER STRUCTURAL DRAWINGS `. 8'EXPOSURE CEMENI MOUS PLANK LAP SIDING / 2 ♦♦w•■ ■a■ • BREATHABLE WEATHER RESISTANT MOISTURE - . � :: � X6 FRAMING AT ;6'O C WITH PLYWOOD MOISTURE BARRIER MOISTURE BARRIER -- - SHEATHING BARRIER I�_ �!° - --- I rr PLYWOOD sHfJ1THING -�` -� i� R C H 1 T E C T T C E T I N _ O R P O R A T E D _.. .. 21 FRAMING PER STRUCTURAL ' PIWvOOD SHEATHING EA SIDE OF 2X6 STUDS �`' 1 14'PLYWOOD SHEATHING EA.SIDE Oi=2Xb STUDi - 222 COMMERCIAL ST NE 1 .' W EXPOSURE CEMENTMOUS LAP SIDING — W EXPOSURE CEMENTITIOUS LAP SIDING SALEM,OR 97301-3410 F 503 390 6501 i / = P 503 390 6500 AH www stud io3architedure com - -- -- - - _ 4 -~— EXTEND MEMBRANE ROOFING UP BACK SIDE OF ' 3 r PARAPET AND ANCHOR TO TOP PLATE USING 3908 •� �� a MANUFACTURERS STANDARD RETAINER BAR AND j ♦: I - -�`-- FASTNERS `� v LE J D LCDDER n E > - .-� L_ ___ _ _ __ --� ■ WALL CAP DETAIL WALL CAP DETAIL — -- SCALE 3' I'-0• X-Wall-Cap-01.dwg SCALE 3' = 1'-0' X-Wall-Cap-03.uwg \• a !�— SOFFIT BOARD WITH VENTILATION GRILLES OF ♦ate.■�.■.�'•♦ I ' IN TK EVENT COrALA_TS AYt OtSCOVERED BETWEEN THE ORK31Ful SIGNED AND SEMED I �� i' Of SOFFITPnNEIWITHVENTIUTIUN i D'ORtitNrsPREPARED 8ATHF ANY f 2x FRAMING AT WITH O C. I ANT**D THEIR NTS T LTANIS,MR)MIA COPA. ir4E DOCUINENTS TRMlS•MTTFD BA MM.FAA. METAL CAP FLASHING'KITH ROOF MEMBRANE I' OCNEDELF'OOFU(SEALLly D X' L"1SS THE OR1aAR WOOD TRIM AT PERIMETER FLASHING OVER.TOP OF WALL ON STEEL SHEET SIGNED ANO FILED OCk uMENTS SFtALI vOVERN FORMED CAP. 1 l— 8'EXPOSURE CEMENTMOUS PLANK LAP SIDING BR6",TFwBIE WEATHER RESITIvti MOISTUR BARRIER SINGLE PLY MEMBRANE ROOFING UP INSIDE FACE PROJECT # 1004-10 I OF PARAPET WALL. 1 DATE: 02/21 i 2005 Ar PL)'WOOD SHEATHING 216 51UDS Af 16'O C.PER STRUCTURN. DRAWINGS R-19 BATT INSULATION REVISIONS a VAPOR BARRIERI 8'-4 — - - �n'GYPSUM BOARD T .P o WALL _ SIN-- PLY MEMBRANE WATER PROOFING,4' GLASS BLOCK INSTALLED PER Iv1ANUFACTURERS RIGID INSULAI ION,A'PL WOOD ROOF DECK ON DETAILS JOISTS PER STRUCTURAL.SLOPE TO DRAIN AS INDICATED lim 1w LATERAL SUPPORT. 3'x}:'STEEL FLAT BAR WITH i I ` ENDS TURNED UP CAW,LAGGED TO SOUD 1` BLOCKING IN PERPENDICULAR WALLS EACH SIDE l I ` OF OPENING. y� -4— METAL 4— METAL ROOF EDGE CAP FLASHING OVER TOP OF 11 �"� ��■■■■■■■i s♦ WALL,SEE DETNL r■� ■a■ SINGLE PLY TRAFFIC MEMBRANE ON`Ire' --- _-v- ■ IIIN • i CEMENTITIOUS TILE UNDERLAY PANEL'DN ■ II II 1 . __ Y:'PLYWOOD ROOF DECK ON JOISTS PER . �) ---- STRUCTURAL. SLOPE TO DRAIN AS INDICATED o R-3.2 INSULATION BETWEEN JOISTS — - --��- - -- - FL ROOF JOISTS PER STRUCTURALCN `l— EXTERIOR SCREEN WALL. 1h 8'EXPOSURE HARDI PLANK SIDING,EA_SIDE oA.2 - MOISTURE BARRIER EA SIDE SUSPENDED I.COUSTIC-CEILING TILE T-GRID 'EXTERIOR PLYWOOD SHEATHING PFR I • �� / SUSPENSION SYSTEM, ° STRUCTURAL EA.SIDE � I ` � CL 2x6 WOOD STUDS(�p 16'U.C. ■ ■ '•AETAL CAP FLASHING O ° SUSPEND-D AC.)USTIC CEILING TILE I;J'T'-GRID i ' SUSPENSION SYSTEM 1 I I SLOPED CONCRETE CAP TO FO'tM BASE FOR j r1 • r GLASS BLOCK Uj U' --- O W1NDC`WS. �� ■■■��♦ �"--'---- SEALED DOUBLE GLASS UNITS IN TUBULAR VINYL 16 �• o y C� 2x6 N.T.SILL PLATE ON DAMP PROOF COURSE ! 8-3 _ _ • v� O ■ ■ •• �• GRADE • ■'��_ 1 LY PLASTIC LAMINATE COVEREC PLYWOOD WINDOW I ' "4— r� ♦ STOOL v ■ r- \.J 6'REINFORCED CONCRETE WALL PER STRUCTURAL 6 a •♦ - L— �/ VERTI&\L STEEL PLANK SIDING OVER MOISTURE t • • f GRADE BARRIER 1 +• �� t Xf PLYWOOD SHEATHING ` �°�■ 6'STEEL STUDS PER STRUCTURAL WITH R-19 BATT l — LANDING FRAMING PER SRTUCTURAL DRAWINGS INSULATION. 110 'GYPSUM BOARD ON POLY VAPOR BARRIER FOUNlITION 1',2AIN 6'REINFORCED CMU 1 FOOTING PER STRU(.:TURAL I'= y I o t I 8"EXPOSURE CEMENTITIOUS LAP SIDING ON o O 1 I MCA 2'FURRING f fi STURE 2 'RIGID INSULATION o a 0 �- fYPICAI CONCRETE SUB-ON-GRADE o 1 L 1 / 4'THICK RfINF CONC.SUS (SFE STRUCTURAL o O oI `y r', - / I)W(;S) 0 0 u°l 6'CONCRETE FOUNDATION WITH FOOTINGS PER ' I • n o � STRUCTURAL ,�../1 t 7 rP I'SANU COVER LAYER • J�ryi � t 8 opc VAPOR BARRIER o op o t I'SAND BED 6'CRUSHED STONE-COMPACTED qopIs AMiR''� 2 4f IVE F. .E • • ; IF �. -- ---- N-�+ +•+�� -� +q� 4'0 7b 0 a. oC�a*°o OoaO° 0 G > 0 00• �° ° ! p p .0. ►!p O 0o 0 o 0 o 0 o c o oO . ° po � 0. , SHEETg $ooOU O O 44 O w ` O -A- 0 O • 00 I r- O a 1 I, I I A3 ,0 4 WALL SECTION - WALL SECTION —�--_ __- --__. %� WALL SECTION — — 4 WALL SECTION SCJ�IE: 114• - 1'-�7 SCJ,LE: 3!4• _ L' SGLLE 3/4' _ I'-(r �� SCALE: 3/4 - 1 -0 I nr111pp p I .MA�w,ans11R1�111wM�ssr+++++n�.w.,�r ..,. ... .,...,+............+..o..+ew.n•.., .«o.-.,....+.-.-..�.....+....,..�.� m !�� ;I� uilll+Ill, ! :111�'!II 1+IIIIUi ILL+ 1. ''f 1 � �, 1 1 t (( 11 II ! { �l ) 1 t �� i LEGI®ILRY 87 RIP fpr ■1 ca Ip I 1 12 13 04 f It! I tt>9 1!i 20 21 22 23 24 25 2t• 2� ?_9 ,b i 1xx'"Id A. .. ... c I 1lLF�r S 1 1 1 J( 1 L i v t v 11 1 1 (? .. F ,( I' 1 r , f I 1 i r, i•. lfi 1 i N � ryg? f •lip,y_"4i�(' t 7::_, Iri�ttlttrii�r��ettw� �� 1111�F A d F r , - t\l T U D 10 I I ' 6 6 6 4 4 SIM SINGLE PLY MEMBRANE ROOFING �f •4 SIM �.., ■■■■.�• ' SIM SINGLE PLY MEMBRANE ROOFING ♦■�■■■■■.�• _ 6_ SINGLE PLY MEMBRANE ROOFING ••w■r■r'■�• ♦� r 4'RIGID ROOF INSULATION. ♦ • ��- 4"RIGID ROOF INSULATION. .♦.w■..■■�.� ♦ • ♦ • /� PLYWOOD ROOF DECK ON JOISTS PER 4'RIGID ROOF INSULATION. ♦ � ; : ' �"PLYWOOD ROOF CECK ON JOISTS PER � � /� STRUCTURAL. SLOPE TO DRAIN AS INDICATED ' PLYWOOD ROOF DECK ON JOISTS PER STRUCTURAL SLOPE TO DRAIN AS INDICATED - - _ STRUCTURAL. SLOPE TO DRAIN AS INDICATED - _ 1'- _■ - - - --�___ ■ -----'— FRAME PARAPET AS DETAILED ON STRUCTURAL I ■ T Of oll j -�--- ---_-. ----- ----- - FRAME PARAPET AS DETAILED ON STRUCTURAL _ - -T-` ■ DRAWINGS ■ ■ , ■ DRAWINGS :I �• ' T.1.1.ROOF JOIST PER STRUCTURAL DRAW!NGS t T.1.1.ROOF IC)IST PER STRUCTURAI DRAWINGS • T.J.t ROOF JOIST PER STRUCTURAL DRAWINGS - ♦• ••• --`-- •� ■ Imo♦ EXPOSURE CEMENTMOUS LAP SIDING SCREW TO 2�i'VERTICAL 7'FURRING ON CMU �, •' now I_•• -� !+• � ARCHITECTURE I f •� • • ACOUSTIC CEILING TILE IN T'-GRID SUSPrNSION r, ACOUSTIC CEILING TILE IN'T'-GRID SUSPENSION I N C 0 R P 0 R A T E D ACOUSTIC CEILING TILE IN'T'-GRID SUSPENSION N SYSTEM SYSTEM SYSTEM � _ � 222 COMMERCIAL ST. NE � - SALPM50 .390.6500410 NIQ I I 4 -�--- -- _ www.s ud o3orcVOtedOure.com AL 2 4'• - --- --- -- --' p 0 o e, tg oint -- - -•- - '- TAP of late,High fit opo ate, ig I Point T of ,High Pon o I � A. 3' 0' _ _-- -' 293'- I�' ------- - - - - - - -- --- --- T p of late. L ■■ ■r Top of PloVD �Rr te,low Poinl T of Note-,low I'.Iml T p of Plate,Low Point SEALED DOUBLE GLASS UNITS IN TUBULAR VINYL :♦ ■r FRAMES WITH NAIL FINS.PROVIDE OPERATORS rl �� D8 WHERE INDICATED ON ELEVATIONS ' �•� w" •♦♦ L ARD LODDER ■ SEALED DOUBLE GLASS UNITS IN TUBULAR VINYL ■ ■ LOCKERS WITH SLOPED TOP AND INTEGRAL BASE - _ -- --- FRAMES WITH NAIL FINS.PROVIDE OPERATORS •v •� � -- --- ----- - ��j, I WHERE INDICATED ON ELEVATIONS SEALED DOUBLE GLASS 11NIT�IN TUBULAR VINYL _�_ ■ <i' -- i / • ■■■■.ter FRAMES WITH NAIL FINS.PROVIDE OPERATORS j SEALED DOUBLE GLASS UNITS IN TUBULAR VINYL c WHERE INDICATED ON ELEVATIONS ♦ oI' r I ■■ �• FRAMES WITH NAIL FINS.PROVIDE OPERATORS @.Slm W ;cE INDICATED ON ELEVATIONS IN THE EVENT CONFLICTS ARE DISCOVERED i BETWEENED THE S PREPARED BY SIGNED ARCHITECTS 1 ANDAW(HEIR CONSULTANTS.AND ANY COPY Of THE DO('UMENTS TRANSMITTED BY MAIL FAX, ' ' I ELECTRONI(';LIY OR OTHEkWISE,THE ORIGINAL j 5 i SIGNED AND SEALED I�tIMENTS�kWl GOVERN ' I a PROJECT # 2004-10 DATE: 02/21/2005 I I REVISIONS I , I , i5 4 8.2 rr • I I Ye PARTICLE BOARD UNDERLAY PARTICLE BOARD UNDERLAY PARTICLE BOARD UNDERLAY 'PLYWOOD SUB-FLOOR Y4' PLYWOOD SUB-FLOOR n 1 _ Y4"PLYWOOD SUB-FLOOD T.1,1 JOIST PER STRUCTURAL DRAWINGS T.J.I.JOIST PER STRUCTURAL.DRAWINGS \il/ T.J.I.JOIST PER STRUCTUle L DRAWINGS i I W ! I II RIM JOIST I - --- - --- - - ..�. 1)/ 8" - - - -- - - - IL 13'T of b-floor,)I>tT� _ r. �� 7 p of ub-floor,2 Floor o�_I - oor r L % e 0 N ■ ■ �[ RON(low* ■ ■ ■ i t1 Lmz '•w ■I •♦♦ � — O i �•■■■■a■■■■■�♦ co 3 ACOUSTIC CEILING TILE IN T-GRID SUSPENSION ACOUSTIC CEILING TILE IN'T"-GRID SUSPENSION so SYSTEM SYSTEM 8x8 GLASS BLOCK MORTARED AND REINFORCED `�.J SYSTEM 1, PER MANUFACTURER'S INSTRUCTIONS. 1 1 J 8x8 GLASS BLOCK MORTARED AND REINFORCED iJ I FORM AND SHAPE CONCRETE SIU 10 SLOPE TO � O L PER MANUFACTURERS INSTRUCTIONS INTERIOR FROM 4'THICK AT GLASS BLOCK TO 6" ■ s� ` FORM AND SHAPE,CONCRETE:SILL TO SLOPE TO NOM.THICK CMU O �r INTERIOR FROM 4'THICK AT GLASS BLOCK TO 6' _ ^ c LA; - r NOM.THICK CMU ' N FASTEN D TO 2 EVERTIICAI-P FURRIING ON CMU 8'EXPOSURE CcMENTITIOUS LAP SIDING SCREW MOISTURE BARRIER UNDER LAP SIDING FASTENED TO 11�t VERTICAL FURRING ON CMU It— V I MOISTURE BARRIER UNDER LAP SIDING , I I • • I-' I �5 8.3low oil me O I crj r'L I .,+T��tS4r, � � 1 � ■ 1, ; �1 ■ f t I ♦•• r 1 ♦•♦ FORM AND SHAPE CONCRETE SILL 10 SLOPE 'O INTERIOR FROM 4'THICK AT GLASS BLOCK TO 6' I NOM.THICK AT CMU. v P I .1 TYPICAL CONCRETE SLAB-ON-GRADE: ih 8'EXPOSURE CEMENTITIOUS LAP SIDING SCREW FASTENED TO 2)'VERTICAL"T FURRING ON CMU. 1>, 1 I TYPICAL CHIC�cETE SIAR•ON-GRAfX _ � 4"THICK RE4NF.CONC.SLAB,(SEE STRUCTURAL ( " 4'THICK REINF,CONC.SIAB,(SEE STRUCTURAL DWGS) DWGS) I I"SAND COVER LAYER I i1 I'SAND COVER LAYER I •� ■, • � ' VAPOR BARRIER VAPOR BARRIER �• - * I"SAND BED MOISTURE BARRIER UNDER LAP SIDING I'SND BLD 6'CRUSHED STONE 6'CRUSHED STONE t ■ ■ 2 6. 212'•6" 216. ■ - - -- - -- - -- e a F f ♦ n O.Oo °t.o O O° �° e o o •o 0 0 .a r"` + ♦ ]00° p }a o o, a o Oa o}o o0�?O O o. O�°}o o, o. oo°�ti0 0°• o il., •� ■■tr •.• ? o°o ° o O0 ° " ,0 00 0 0,0 �� 00 00 o°,�O °oo, `o . r 0 0 0 0 080' L o O °Ooab o U'O °o o' (J°o°O° Ooe �� °°"O On o V a aQ 1-) (l.� .o. i pp "o.- a s 0 0 oo I -- ,.� a s as a s ° A SHEET no „ O O `"`, a 0 O O O a°• F eA d e O O Oaa O�P ° Q Qa a I1, •g0 p a e ° n ooV O�, e A A a O 0 o O /�/�/\ t a u�Y/ O a „ 0 0 a a 0 00 G A395 I I WALL SECTION WALL SECTION - WALL. SECTION - 4 WALL SECTION_- '� D - — l SCALE: 3/4' -= 1'-0' SCALE: 3/4'- 1'-0" SCALE: 3/4' - 1 0 t �SCALF M - 1 •D' ' callryM•f■w,•Eu�s11UrE+E•o**■.«c ._, _.. u,. .I. ,,,wwswuw■+o-.a■°r.•1■Ps '' V ItiWv�.91i1�t"'�• ,.Ir,'.'::trB,:fM,uJ:brrir:�.j}'k�FI"`�'V�:"t�s+�+tl4�, 'r�'. � '�i ... .+- .wct3w•_r�p1+4fT.. ...�..__ ., p � LI r+�..._..+..-..•.w.+"..+w. •ww1111ywr.rrwr. Twrw^�"^w.__. —w,t �w. 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[� 4 \ 222 COMMERCIAL ST NE T SALEM,OR 97301 3410 P: 503.390 6500 i F: 503.390.6501 '\ * www sludio3orchifedure-cap 39@$ � � L EQ ' D LODDER � FIRST FLOOR RESTROOMS SECOND FLOOR LOCKER ROOM_ & RESTROOMS c1''� OREGON O SCALE: 1/4'=I'-(r OF IN TME EVENT CONK'S ARE DISCOVERED BETWEEN THE ORIGINAL SrGNFD AND SEALfD DOLUMENTS PREPARED BY THE ARCMTECTS AND,OR TKIR CONSULTANTS,AND ANY COPY OF THE DOCUMENT'S TRANSW TED BY MAK.FAr, ELECTROW-ALLY OR OTHERw15E,TME ObG144 SIGNED AND SEALED DOCUMENTS SMALL GOVERN PROJECT # 2004-10 DAT E: 02/21/2005 REVISIONS -- 20 20 20( � zo 6 I 24 3 4 � 2 4 1 7 22 t 1 `21 21 21 L-I - - _T y A 8 D FIRST FLOOR RESTROOM ELEVATIONS -- , >- tN 01- CL Z ,C- z N O � � � ) L-Lj C V- O . . F-- 1 TOILET ACCESSORY NOTES: TOILET PAPER DISPENSFR RRECESSED COMHINAfION PAPER TOWEL DISPENSER AND TRASH RECEPTACLE CAI n iD 4 l-J SOAP DISPENSER pu GRAB BAR � I '2.'•0'x3'-0'FRAMED MIRROR I Z ' n SEAT COVER DISPENSER ry 0aS '� w LJJ I. „ ,, ,� LL `a V I a CLOTHES HOOK <E- or Z .., � � � � �� } �� - • _ 4 ®fiMIDICAPPED TOILET PLAN i PROFILE Wi C'�RAB LIAR MOUNTING HEIGHT AND ' DISPENSER LCK•ATIiNI A? SHEET E51 m 1 o n [ -�, TOILET ACCESSORIES MOUNTING HEIGHTS DETAIL A4 * I I 3 x:at� 1��• -- 1 -o' -.. ' _._.....-..._...-..-- >t/�OIhlr"11rf� _.__..._ _..., _..._.._.....__ — ._.._.-_.._.—_ ...-.-.... ........:.......+..........•.....ww.....nw. ..+ a..+......+....-•- __...-,.,.__. .. �°. . y ,:'�'e��.a,4C. - "*'I'�°SNF.39�L1tCrmM•^'..,r7�Mm+rgElt - - ..-.-_- _, -. - ._ .e�.. � �A „. : Cep LEGlBLTY3TRIP +o, . SR3 ! Iu � i1111i�lII;1I,llllllil�ll) Itll►�ul!`lIIn11{1I�o1111�11��I11Ln�1121Lif ittl�il2u��litt 2a � ;'s 2R 2�I t �e IIU2I�IsoLLII ; 3c " I _J64CONI0koe T � b7 r P } 1 k I- :4 • S T U D I ROOM FINISH KEY. ---- ROOM FINISH SCHEDULE : CASEWORK NOTES: • ❑ UPPER CABINETS WITH DOORS, I2'DEEP WITH ADJUSTABIt SHELVES AS INDICATED. 4444- _._ ----�..._----4444_._ .. ----�..._4444 -- 4444 - --- - �- 44.44 ----... -- - 1 4444— - NO, ko OM F LOOK WALLS CEILING REMARKS ❑ UPPER CABINETS WITH DOORS, 14'DEEP WITH ADJUSTABLE SHELVES AS INDICATED, CEILING 2 1 FLUOR BASE WALL WI , NORTH WALL EAST WALL SOUTH WALL WEST WALL ❑ LOWER CABINETS NTH DOORS AND DRAWERS,24'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. SYMB. FLOOR MATERIAL DESCRIPTION SYMB. BASE MATERIAL DESCRIPTION SYMB. WAIL MATERIAL DESCRIPTION SYMB. CEILING MATERIAL DESCRIPTION MAIERIAI BASE MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL HEIGHT _ Q LOWER CABINETS WITH DOORS AND DRAWERS,30'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. CARPE 4•RUBBER BASE PAINTED TEXTURED GYPSUM BOARD 12x 12 TIC/LL TILE GLUED-UP IW 1 C_1 142 -EXAM 6 n B-1 W-1 W 1 - -W-1 - W-1 C-3 9.4' -- - LOWER CABINETS WITH DOORS AND DRAWERS, 18'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. t � > F-I B 143 COMPUTER SERVER F-6 B-1 W-1 W-1 W-1 W-1 C-3 9-4' a FAI DOUBLE SURGEON SCRUB SINK W/2 INFRARED FAUCETS. 4•TILE BASE CERAMIC WALL TILE 25x7 ACOUSTICAL TiLE IN GRID - - _- �- _ -_ -.----- - --— 7 A TEMPERED GLASS SLIDING DOORS,BOTH SIDES OF CABINET. DESIGNED TO PERMIT PASS THROUGH AND VCT C-2 SUSPSENSION SYSTEM ❑ STOCKING OF SURGERY SUPPLYS. A R C H I T E C T U R E F-? B 2 W-2 144 HALL f-6 B-1 W-1 W-1 W1 W-1 1 C-2 8'-8' I N C O R P O R A T E D TWO J0':30•x30'AND ONE 30':48':30'ANIMAL CAGE UNDER COUNTER. PROVIDE GABLES BETWEEN CAGES - 2k4'ACOUSTICAL TILE IN GRID F-6 B 1 WA W 1 W-1 W-1 C-5 10'-0' AND FRAME SUPPORT ABOVE CAGES FOR COUNTER TOP. COORDINATE PLACEMENT OF ELECTRICAL 222 COMMERCIAL ST. NE NONE PAINTED C.M.U. 145 STORAGE RECEPTACLES AND MEDICAL GASSES WITH PLACEMENT OF TOP RAIL SALEM,OR 97301-3410 1 SHEEP VINYL SUSPENSION SYSTEM — - -. -- - - -•-'- F-3 8.3 FW-31 C 3 P: 503.390.6500 146 EXAM 7 F-6 B-1 W-1 W-1 W-I W-1 C-3 9-4' ❑9 PROVIDE CUTOUT OPENING IN BASE CABINET WITH ACCESS TO PLUMBING SERVICES FOR WET TREATMENT F: 503.390.6501 L_ ___- --- -__ 4444 TnBLE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. (SEE PLAN) www.stu 503.390.650re.com GLASS AND ALUMINUM CURTAIN WALL PAINTED TEXTURED GYPSUM BOARD CERAMIC TiIE Olt STOREFRONT C_4 147 EXAM 8 F-6 B-1 W-1 W1 W-1 W1 C•3 9-4' i0 LOWfR CABINETS WITH DOORS 16'DEEP WITH ADJUST48LE SHELVES AS INDICATED. F� W-4 -----'- 148 MECH F-5 B-I W-1 W 1 W-1 W-1 C-5 10'-0' I 1 FULL HEIGHT CABINETS WITH DOORS 24'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. PROVIDE ONE FIXED W 5 I MANUFACTURED STONE PANTED GYPSUM BOARD(SMOOTH - _- __ SHELF IN MIDDLE OF CABINET TO HELP BRACE G<3LES. CONCRETE (_uRf )AND SEALED F-5 C-5 149 MANAGERS F-1 B-1 W-1 W-1 W-1 W-1 C-3 9-4' 12 SINK CABINET,24'DEEP OR SAME DEPTH AS AD AUNT CASWORK,W/FIXED PANEL AND DOORS. �� 3�8 f�, -- — —— v LEO D LOWER CONCRETE,SWNED CURED AND SEALED 150 RECORDS f-1 B-1 W-1 W-1 W-1 W-1 C-3 9'•4' 13 PLASTIC LAMINATE COUNTER TOPS W/BACKSFLASH AND ]A*DEEP NOSING W -- ----- - - 14 WALL MOUNTED ANESTHETIC STATION. F-6 151 DISCHARGE F-6 B-1 W-4 W1 W-i W-5 C-2 8-A' n ,OREGON .? 15 WALL MOUNTED,RECESSED,MEDICAL GAS STATION " �' 201 HALLWAY F•1 B-1 VOID W-1 W-1 VOID C-2 8'-8' 16 TYPICAL 3 DRAWER PEDESTAL UNIT SET UNDER WORK SURFACE. SEE ELEVATION 8 ON A5.3 -�� 17 2'0 GROMMET FOR TELEPHONE,DATA AND ELECTRICAL WIRING 202 BREAK ROOM F-1,F-2 B-1 W-1 W-1 W-1 V •1 C-2 8'-8• ❑ 4444- — -- --- -- 1 t3 RADIUS CORNERS OF WORKSURFACES IN HIGH TRAFFIC AREAS 2N AS SHOWN. IN THE EVENT CCNrFtICTS ARE DISCOVERED BETWEEN THE CMIGINAL SIGNED AND SEALED ROOM FINISH SCHEDULE : 203 CONFERENCE F-1 B_1 W-1 W-1 W-1 W-1 C-2 8'-B' 19 PERFORATED PANEL LOCATION DOCUMENTS PREPARED BY THE ARCHITFCTS ----4444_. -_-- --'----�.__ AND/OR THEIR CCN•ISUl1ANTS,AND ANY COPY CK 204 OFFICE F-1 B 1 W-1 W-1 W-1 W-1 C-2 8 8' — - THE DOCUMENTS s TRANSMITTED BY�. IN NO. ROOM Ft(-;()R WALLS CEILING REMARKS _ T - 4444—� ELECTRONICALLY D OCUK*ISS SHE ORDINAL SIGNED AND SEALED DOCUMENTS SMAII GO'vtRN MATERIAL BASE NORTH WALL EAST WALL SOUTH WALL I WEST WALL 205 OFFICE — F-1 B-1 W-1 W-1 W-1 W-1 C-2 a-8' -- 4444-- MATERIAL MATERIAL MATERIAL MATERIAL MATERIAL HEIGHT PROJECT # 2004-10 206 OFFICE F-1 B-1 W-1 W-1 W-1 W-1 C-2 8'-8' DATE: 02/21/2005 101 WAITING F-6 B-I W4 WI/W4 VOID W-1 C-1,(ALTC-4) VARIES - _ _ -- -- 207 OFFICE/LOBBY F-1 B•1 W-1 W-1 W-1 W-1 C-2 8'-8' REVISIONS 102 RECEPTION F•1 B-1 VOID w-1 W-1 W-1 C-1,C-2 VARIES 4444 208 RESTROOM f-4 B•2 W-2 W-2 W-2 W-2 GS 8'-8" 103 RESTROOM -- - F-4 B-2 I W-1,W-2 W.1,W.2 W-1,W-2 W-I,W-2 C-4 8'0' - _ 209 SHOWER/LOCKER F-2 B-1 W-1 W1 W-1 W-1 C c 104 RESTROOM Fd B-2 W-1,W-2 W-1,W-2 W-1,W-2 W-1,W-2 C-4 - 105 MECHANIC& -- F-5 B 1 W-1 Wi W-1 W-i C-5 14'-0' ---,0- EXAM -_ — F-6 &1 W-1 W-1 W-1 W-1 C-5 14'-0' 4444- 107 EXAM 2 -F-6 B.I W-1 W-1 W 1 W-1 C-3 9-4' 108 FOYER - F.6 B 1 W-1 W-1 W-1,W-5 bO1D C-2 8'-8' }_ - 109 EXAM 3 F-6 B-1 W-1 W-1 W-1 W i C-3 9-4' 110 EXAM 4 F-6 B-1 W-1 W1 W-1 W-1 C-3 9-4' 111 EXAM 5 F-6 8-I W-1 W-1 W-1 W-1 C-3 9-4' 112 WILL F-6 B-1 W-i W-1 W-1 W-1 G2 8'-8' I F•1 8-1 W-1 W-1 W-1 W-1 C-2 8'•8- 113 DAY OFFICE 114 ULTRASOUND -- F-6 B-1 W1 W-1 W1 W-1 C-2 8'-8• >- c� 115 INTERNAL MEDICINE F-6 B-1 W-1 W-1 W-1 W-1 C-2 8'-8' N Q CN 116 ENDO F-6 B-1 W-1 W-1 W-1 W-1 C-2 8'-8' _ • 4.444 _____.-- --4444_— - - - 117 LAB F••6 B 1 1W-1 W-1 W-1 W1 C-2 8'-8' --- - -� -- -- - t a- Z 118 TREATMENT F-6 8 1 W-1 W-1 W-1 W-1 C-4 8'-8•+20-0' I.. a- O y co r D 119 HALL 4444 F-6 8.1 W-1 W-1 W1 W-1 C-3 e•0' v Cie 120 XRAY F-6 B-i W-1 W-1 W-1 W-1 C-3 9 .iL B•1 --- W-1 W1 W-1 W-1 C-3 9-4' O 121 %EWIN SUiION F 1 . � O 122 K41L ►°.6 B•1 W1 W1 W-1 W-1 C-3 9-0' � 123 Ct ROOM F-6 B-1 W-1 W 1 W-1 W-1 C3 94' 8 0�' �.+,�� r-- -1 C-3 9.4• 124 cp4m SiORAGE F-5 8 1 W-1 W-1 W1 W 744 2'3' J� 2'-8' 125 ISO F-5 B•1 W-1 W-1 W-1 W-1 C•4 10.0' 1_'-4' 1•-4' 1'-4' _ 1'-4' 'r-L'•4• r-4' F-, B-" -W-1 W-1 w•1 W-1 C-4 6.17 � 126 127 LAUHM F4 &I W1 W-1 W1 W1 C-3 e-0' 4444- -- r---4444-- ---� r ------4444-� I I I I 1 1 In WIECH F2 B1 W-1 W-1 W-1 W1 C-5 10-0' I I I I 1 1 1 -. __— ."--_ ------- I ___-_ _ I 11 1 129 DOG WARN - f-S B-3 WJ W3 W3 S-3 - G3 9d• — - — 1! I 1 1 I I 1 1 1 1 1 1 I 1 u I 1 1 1 1 I I I I I I I 1 II 11 , I I t'- �_--- 4444- �Fes= ••4444 4444- y�_ 4444- '4444 -� -- - I 1 I i I I 130 FOOD MP f-6 B•i W1 W-1 W-1 W-1 C•3 8'-0' � ! 1 1 - _-� �- -----_-__.� ._4444____-� �-------____-� -- 131 CAT WARD F-6 B•1 W 1 W 1 W-1 W-1 C-3 9'-4• 2 8 I II 11 I ___.. �-4444-- -------;�-4444-- -------••-4444-- ---_--, n At 132 X.*AV F-6 B•1 W-1 W-1 W-i W-1 C 3 1 1 133 IG11 F•6 11.1 W-1 W-1 W1 W-1 C-3 9-4" - 1 I _ .. .-. _. _.- _•_-•-- -,.-... _ _.,.--_ _- -'-- 4444- _'--- -•-- 1 134 Y 3 FJ B•1 W-1 W-1 W-1 VI.1 C-5 10-Or 1 i l 1 !1 115 SLOC.FRY PREP F,3 B-i W1 W-i W1 W-1 C-5 10.v _ _. .._--4444-___.•� •._.. _.._._..._.._.._.....---.. _.�... _._— I I 11 1 I 11 ----'- 1 1 11 4444 11 1 •-r 1 I 'I 1 4444 - 136 STOIIAGE 1.3 9-1 W-i W-1 W-1 W-1 C•5 1011-0" `/ I 4444-- -4444-- -4444-- ------- ------ .4444 1 131 s 1 F-3 B 1 W-1 W-1 W1 W1 - C-5 10.0' i i i i 1 1 i i i ' 1 L y I 11 1 1 11 ! 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UPPER CABINETS WITH DOORS, 14'DEEP WITH ADJUSTABLE SHELVES AS INDIC�,TF.D. 1„ _ 7-0' 7 0• _ 2 LOWER CABINETS WITH DOORS AND DRAWERS,24'DEEP WITH ADJUSTABIc SHELVES AS INDICATED 114• 1'-0' 1'0 1`0' LOWER CABINETS WITH DOORS AND DRAWERS,30'DEEP WITH ADJUSTABLE SHELVES AS INDICATED 5 LOWER CABINETS WITH DOORS AND DRAWERS, 18'DEEP WITH ADJUSTABLE SHELVES AS INDICATED • I I DOUBLE SURGEON SCRUB SINK W/2 INFRARED FAUCETS. 6 /i TEMPERED GLASS SLIDING DOORS,BOTH SIDES OF CABINET DESIGNED TO PERMIT PASS THROUGH AN , STOCKING OF SURGERY SUPPLYS. ARCH ITECTU RE --- - - -- ' INCORPORATED TWO 30'x3ON30'AND ONE 30'x48'x30'ANIMAL CAGE UNDER COUNTER PROVIDE GABLES BET'NEEN CAGES , ol 1, AND FRAME SUPPORT ABOVE CAGES FOR COUNTER TOP. COORDINATE PLACEMENT Of ELECTRICAL. 222 COMMERCIAL ST. NE t' I I 2 RECEPTACLES AND MEDICAL GASSES WITH PLACEMENT OF TOP RAIL. 14 I _ - -- - — -- I -__- ^ c SALEM,P503.390.65100410 I' PROVIDE CUTOUT OPENING IN BASE CABINET WITH ACCESS TO PLUMBING SERVICES FOR WET TREATMENT TABLE SUPPI IF.D BY OWNER AND INSTALLED BY CONTRACTOR. (SEE PIAN) F 503 390 6501 www studio3architedure.com 1 11 LOWER CABINETS WITH DOORS 16'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. Ilk 13 I I II I i ev I 1 FULL HEIGHT CABINETS WITH DOORS 24'DEEP WIIH ADJUSTABLE SHE AS INDICATED PROVIDE ONF FIXES; D lh --- •--------- - --- --- -- ------ -- I INT . -- -- -------- --------- --------- ----- I / i. SHELF IN M DDLE Of CAB E TO HELP BRACE GABLES LI► i 12 SINK CABINET,24'DEEP OR SAME DEPTH AS ADJACANT CASWORK,W/FIXED PANEL AND DOORS. �� 3 8 .A D L ER --' -_ _-__ -_____ F== ___ -______ __? II -___= --_____ _-; t3 P LE ODD PLASTIC LAMINATE COUNTER TOPS w/BACKSPIASH AND 1 j�•DEEP NOSING W n i 10 10 II 10 I 10 14 WALL MOUNTED ANESTHETIC STATION. '7 1 1 1 r I i•f I I " i � � i s � _ j,, -- ----- --yam_- ------ -- - 0 ----- - � M.GREG � WALL MOUNTED,RECESSED,MEDICAL GAS STATION �-- � TYPICAL 3 DRAWER PEDESTAL UNIT SET UNDER WORK SURFACE. SEE ELEVATION 8 ON A5.3O� O�V \ I I I a 1 2'0 GROMMET FOR TELEPHONE,DATA AND ELECTRICAL WIRING RADIUS CORNERS OF WORKSURFACES IN HIGH TRAFFIC AREAS 2X*AS SHOWN f I BETWEEN THE ORIGNNM SIGNED MTU SEMEU B•I THE EVENT CONFIK'TS ARE(iISCCYVERED 1'-T 1'-T I-T I T - I-T V--7 / 19 PERFORATED PANEL LOCATION .— fir' ANO,OR TI#M C<HYSUi1ANgS,TAND ANY COPY Of I THE DOCUMENTS TRANSM TTFD BY MAIL rAll. j ELECTRONICALLY OR OTHERNrtSE.THE CMIGIMAF SIGNED AND SEALUD DOCUMENTS SHKt GOVERN TYPICAL EXAM ROOM SURGERY ROOM 139 — — — SURGERY ROOM 137 - - 2 - � PROJECT # 2004-10 �- SCALE: 1/2' - 1' 0" SCALE: 1/2' = i'-0' , SCAL, 1/2 1 -n DATE: 02/21/2005 REVISIONS 1'•10' T-3Kt' 7-0' 1'-1• 3'-2' . 3-2' _8 2'•g• L. 2-8• 4'-* 4'•4• vAe 3-2 3 2' 1-4' 6- 8' 1 4• i I i I I I II II I , r I1 II I — -• II I t 1 1 - '• 6 11 11 I, I 11 11 11 11 11 1 -------- -; 1 1 Ll - - - 11 11 r------------ >> ----__------1 ----.---..__- I rr 1, , , r II I �, [` 11 II 1 1 ��. FvCAGNA-C�AVE STERIU7.EP,AND STkND � M - CN CN I 1 I I h . > — \ - f 1 0— Z Ll .a �. r o• I• r 8' $In 1• r 0' �:• r 4- 2'-8* 1'4' �. O I.4. I,4. I,�. L-4. lei. � 1e�. � 7-8' 2'-8° / -- — - —�`- A A �IL- -- 5'-5• —2'-rr B 3 6• C Uo LLJ 4 ,� PACK + PREP SPACE � � � SURGERY PREP 5 —_-- _ F: �4 _�_._ —.___ scALr c L Q SIA , moa - - ly 4' ? D l o'-S1K6' 7.3* _4-4• _ — _ 91-6' _ — r—' 7 63Sa' 2'-8' ?-8• 744 3'-2' 3'-2' — `r 2 I C j '� r— (.J f< t..; 15 14 r* 14 I5 1 / "t• 1 I 1 I V ) f 7 � ------ - - - ' I 1 r IMS I , t.r � 8 .lf•v...� .. .-...,. � I ti i \ i i •' i t l i i _t` ........_.....r.....,�L...—.._.--- ---- ' -- -- ------- --- - -- LL ; - ----- ------ -' - . ,! __ ---i L. i! SHEET ---- 1'b' 1'-6' C - - - ,�--- - - ---- -- A5 * 2 1 SURGERY PREP / � SURGERY ROOM 134 ' 4 ��E -----------_-__-_.--------------------------________--___ _ .. K .. '}• ..,y..- .1G}M{r;r,..MDNu•„ieY:A Y2,IYM� .a. 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II II I I I 1 1 I I I __ — -------- — 'r D7 y.'TEMPERED GLASS SLIDING DOORS,BOTH SIDES Of CABINET. DESIGNED TO PERMIT PASS THROUG11 AND A K C H I T E C T U R E STOCKING OF SURGERY SUPPLYS. • — ____ jJ TWO317x30'x3a'AND ONE 30'x48•x30•ANIMAL CAGE UNDER COUNTER. PROVIDE GABLES BETWEEN CAGES I N O RPO KATE U _-- _ AND FRAME SUPPORT ABOVE CAGES FOR COUNTER TOP. COORDINATE PLACEMENT OF ELECTRICAL 222 COMMERCIAL ST. NE RECEPTACLES AND MEDICAL GASSES WITH PLACEMENT OF TOP RAIL. SALEM,OR 97301-3410 P: 503.390.6500 - ❑ PROVIDE CUTOUT OPENING IN BASE CABINET WITH ACCESS TO PLUMBING SERVICES FOR WET TREATMENT F: 503.390.6501 11 I 1 II 1 \ TABLE SJPPUED BY O NER AND INSTALLED BY CONTRACTOR. (SEE PLAN) www.studio3orchitlaciure.com � I I L 0 LOWER CABINETS WITH DOORS 16'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. _ _ ___ ,k CJ FULL HEIGHT CABINETS WITH DOORS 24'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. PROVIDE ONE FIXED tz F. -- LJ SHELF IN MIDDLE OF CABINET TO HELP BRACE GABLES. — — -- —+ — _- i — i l' ;i ------ f— — SINK CABINET,24"DEEP OR SAME DEPTH AS ADJACAh1T CASWORK,W/FIXED PANEL AND DOORS. �Rrl /� 1 1 I ti2 LEO D ODDER _ � 1PLASTIC LAMINATE COUNTER TOPS W/BACKSPLASH AND I JLJ"DEEP NOSING.I 111ITI------ ------- ___==__ -=====c r-_-_- ---- - -- 1 l NWALL MOUNTED ANESTHETIC STATION. + I „�--,;;I 1WALL MOUNTED,RECESSED,MEDICAL GAS STATION ,-ORE60—N I ,I !I ' ______J 4__—_ ----__Je ” _J L_ :Ai ___.__J �_-_____ __ ______.L__W-_ _.__ ____ L--_-__ _ 16 TYPICAL 3 DRAWER PEDESTAL UNIT SET UNDER WORK SURFACE. SEE ELEVATION 80NAS.3 ��+ oI O 17 2"0 GROMMET FOR TELEPHONE,DATA AND ELECTRICAL WIRING 18 RADIUS CORNERS OF WORKSURFACES IN HIGH TRAFFIC AREAS 2Y2"AS SHOWN. IN THE EVENT CONFLICTS ARE DISCOVERED BETWEEN IHE ORIGINAI SIGNED AND SEALED ' 19 PERFORATED PANEL LOCATION DOCUMENTS PREPARED BY THE ARCHITECTS B ANWOR THEIR CONSULTANTS,AND ANY COPT OF THE DOCUMFNTS 1RANSMITTED BY MAIL,FA%, ELECTRONICALLY OR OTHERWISE,DIE ORIGINAL SIGHED AND SEALED DOCUMENTS SMALL GOVERN LAUNDRY / UTILITY ROOM LAB i scAir I�" - 1'-0• Y SCALE: t i2• = 1'-0' �—— PROJECT # 2004-10 DATE: 02/21/2005 REVISIONS 1 a-8' Y; 26-8' 7$ _ 2'•8' 7-4' 3'-0'_— 7-8' 2'-B' — 2'-B" 2'-8• 2-B• __ 2'-8• 2'4r 2'Z 2'-8" 2'-8' V-4• '-4• P-4" 1'•4' 11.7 V-2' 1'-6• 1'-6• 1'_4• 11-4" 11.4• { I 1 I -------, "------- -------, ------ r_______ r_____-_ ___.____�r_______ _______�r_______ ________,r ________�r_______ _.. __._-_�r____-_- _i r_______ --_ --- II 11 \11 = �\ I I 11 II II II I II II I i : /"-1 ..._ I 11 I I I I I I I I I I \ II I � II I I / 1 <._---_J L--.__—`--. �J - • _.-____.._J � iv 1 1 1 1 1 1 1 I \ 11 I !+�If ;i 1 1) I I „ •• ._ I I _ - --.- I I — ---- r l ---- ----- u-11 I I I I \ I I I 11!11 1• I I I 11 11 I I 11 I I 11 / 1 1 11 / I : II I 1 I II II !I • 1 11 J. � I 11 L___—___ _______.J l____-____ _______J L____ _______J L_______ -___—__ _J L_.____..__ ___..___ __ ______ ___ __ _____ l___.—___ ______ fl 11 II I 13 ' , II 1 � I II II II II II 1 �:1 I II II 11 11 11 '+(+ IS r 1 1 •-1 1 � 1 1 I 1 1 1 1 11 11 11 I I I I I , I( II 11 11 11 II ' 11 II ' 1 � � ! 11 1 T 11 11 / I . 1'0.1' I �/ t • . 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CJI � III I \ 11 � 1 I •\ 1 I I I —� t 1� 111 1 11 -- 1 1 I I �1 SHEET � r .�_ RFCi),RM STpRAGE SHEIVIt4G IS AN ADD ALTERNATE (_»MdFR TO 1'4J 1 4 - _ I OMPARF WITH OFFICT!:ASE CA-X)DSi SUPPLIER01 TYPICAL WORKSTATION BRFAKROG�MA5 . 3 'ji_ ��____ �_� _ -_ _ _____ _ - RFC ORDS, SOUTH WALL 3 - URAWER PEDESTAL TREATMENT CENTER ISLAND C6C7) 9 1/?' 1'0' SCALE: 1/7' SCALE— 1/7• 1'.0' 1' '^A"'1�'1111•M.ITI'hK+R1aNIT�'E1 - - - - - - un6laYo .. ' 7 .� •,'.I ..,i;. .... -..,a, .:.,I, . .. ,• `-i' �, .. .. ILII Lill 1111 1 ' w.. w.w. 1lIgL �r.r�alaLwM.avLMwl. -111-111-101141,71-111, _ p,• ,': '.: #,�rT, ,', I '•ks,T ,. illi IN! 1111 111 I111 Il 1111) 11 tHl77 1 � ( w+Nw�ert cm I i ►Illllr li n c11, III n1 Itll ii ill ull nl I t 1 1 f I I I i 1""'""""1"1`111""1 i'iu n e t ull I 111 1 I7_1I • _ � ( I � I I I III 11111111 ILL ILII I111. I I I LEGIBILITY STRIP � � I I { ( ti I I I I 1111 Iu1 Muo d �S 1� � � l 0 1 L 112 L! I ' iIORm-1 cm3 14 1� !7 t8 120 21 22 23 24 2� 29 L DF„ I�1 4� I l 4 nl 281 29 3al F r, , II � " 1 - r •I- III1 I'I 1�•� 1 D i I I 1 i <4 111 I d r,x s 4by�rc, • ,u14. I ,... .., .. W,w.w.«.-..-,....., b:,.r.:t i.wi wxl.u«-.........vv.+ - - .rw.rwa.W:Ns+.n..r.ww`.N.ru:.:.wl.. u.ustllti`r:.✓Jr.•..w._...�.,:,.,A....., - - _-__ ----_ _-_- STUDIO�X x\ CASEWORK NOTES: / � X� / `� �� ' `� (� UPPER CABINETS WITH DOORS, 12'DEEP WITH ADJUSTABLE SHELVES AS INDICATED • L_3 5- d. \ \ \,( ,\\\ %. j \\ a UPPER CABINETS WITH DOORS, 14`DEEP WITH ADIUSTP1JlE SHELVES AS INDICATED. LOWER CABINETS WITH DOORS AND DRAWERS,24'DEEP WITH ADJIISTABLE SHELVES AS INDICATED. \\\ / \ / •\ , . / \ / \\`, / / 4 \ �\ �\\ ❑4 LOWER CABINET S WITH DOORS AND DRAWERS,30'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. ,\ 19 �\ 5 LOWER CABINETS WITH DOORS AND DRAWERS, 18-DEEP WITH ADJUSTABLE SHELVES AS INDICATED. \ 19 / i \ ❑ 19 / / )C �/b / 19 `� / / 6 DOUBLE SURGEON SCRUB SINK W/2 INFRARED FAUCETS. " Efl y{"TEMPERED GLASS SLIDING DOORS,BOTH SIDES OF CABINET. DESIGNED TO PERMIT PASS THROUGH AND ARCH ! T E C T U R E 19 \ ♦ STOCKING OF SURGERY SUPPlYS. u __ 8 TWO 3G'x30`z30"AND ONE 30"R48'z30'ANIMAL CAGE UNDER COUNTER. PROVIDE GABLES BETWEEN CAGES TT - -yam^ i ' �. \ AND FRAME SUPPORT ABOVE CAGES FOR COUNTER TOP. COORDINATE PLACEMENT OF ELECTRICAL 222 COMMERCIAL-ST. NE \ _ ` ^ I �`1 RECEPTACLES AND MEDICAL GASSES WITH PLACEMENT OF TCP RAIL. SALEM,OR 91301-3410 I !` _ '� / P: 503.390 6500 It y PROVIDE CUTOUT OPENING IN BASE CABINET WITH ACCESS TO PLUMBING SERVICES FO!<WET TREATMENT F: 503.390.6501 TABLE SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR. (SEE PLAN) - 1 /,, I / 1\ ,\ T 1.7 �•" 4 www.studio3architecture.com .' •.� %1 / 1L ` _} 1-._ f � j � X( � \ / 10 LOWER CABINETS WITH UC ORS 16'DEEP WITH ADJUSTABLE SHELVES AS INDICATED. /,\� - \ / `♦` / //S \ t t FULL HEIGHT CABINETS WITH DOORS 24 DEEP WITH ADJUSTABLE SHELVES AS INDICATED. PROVIDL ONE FIXED \ \; `� ❑ SHELF IN MIDDLE OF CABINET TO HELP BRACE GABLES. � �� L " l \K 16 16 /yam / 16 1 ?4 17 / \ \ \ \ /' \ �' \ //' /,' .. 12 SINK CABINET,24'DEEP OR SAME DEPTH AS ADJACANT CASWORK,W/FIXED PANEL AND DOORS. �� 39 f� i � JR 10' A / X, C� Y �`., 1, LEO D LOWER : \\ `.\ DEEP NOSING. W/BACKSPLASH AND 1 ❑ PLASTIC LAMINATE COUNTER TOPSIN WALL MOUNTF.0 ANESTHETIC STATION. 16 SKEfNOREGON 16 / ,�• i/// ` 1j WALL MOUNTED,RECESSED,MEDICAL CTAS STATION / / \\�� \ ''�� ♦ ) ?t / \ ' • ,��\ 17 16 TYPICAL 3 DRAWER PEDFSTAL UNIT SET WIDER WORK SLJRF^CE. SEE ELEVATION 8 ON A5.3 ' (l�V OF vV 17 ♦,.` , ` �� / � / \� , � ,;'� '' . \ \ 2"0 GROMMET FOR TELEPHONE,DATA AND ELECTRICAL WIRING / A v ♦ /" \ \\ 18 RADIUS CORNERS OF WORKSURFACES IN HIGH TRAFFIC AREAS 2}2"AS SHOWN. E EE EVENT R"NA1.TS ARE DISCOVERED 1 / i, `♦ \ `♦ '. ,, \ 1 9 AND/OR THEIR CONSU[TANIS,AND ANY COPY OE �►. / // ,"/ / ` ❑ PERFORATED PANEL LOCATION BETWEEN IME ORIGINAL.SIGNED IND SEALED [KX�UMENIS PREPARt[1 BY illf ARCHI/EC IS - `' ' 1 `\ \♦ `♦ \ ' ` \ \ / \ ` ' / ' a '/ • THELEC-TRONICALIYOROITIERWISE,TIIEORIGINAL E IX)CUMENTS TRANSMITTED BY MAI[.TAX. SIGNED AND SEALEO DOCUMENTS SHALL GOVERN /. \'� �\ `` 18 ♦ PROJECT # 200 le �\ \� „' a DATE: 02/21/2005 16 REVISIONS 16 `\ \ ♦.♦ ` .`r ``♦ 18 IF- / .4 \ \ `♦ IIT.:: / / / / `\\♦ \'\ \\� \\ \♦♦ //// • / / \ 16 19 ``�` ♦ ` \ \ \\ r�a� 1 '-- RECORDS AND RECEPTION CASEWORK, DETAIL PLAN _ : . SCALL 1/2* - V-0' ` \ : 71' &0� \ I 1 1 I J r b i i i / -- Com! PLASTIC L`MINATE COUNTERTOP WITH 1-N , I I (D M 1 PLASTIC LAMINATE COUNTERTOP WITH I-15' I I BULLNOSE EDGE BULLNOSE Ei:�+F _ __- T__ E�-. e 01- DECCR4TIVE ALUMINUM BRACKET WITH DECORATIVE ALUM;NUM BRACKET WITH I f2 DISTRESSED FINISH,SPACE DISTRESSED FINISH,SPACED AS SHOWN ON SHOWN ON 1 -� PIAN PIAN. O\ \ �\ , �� ,' S? ! i I i I 0STEEL BRACING Al 36"O.C. 00 ?` O STEEL BRACING AT 36"O,C. — Y2'BENL`ABLE PLYWOOD BOTH SIDES OF 3 Xi" ,\ \ \\ i �`• }4'BENDABLE PLYWOOD BOTH SIDES OF 3}4' Q METAL STUD WITH"FLEX-C-TRAC'TOP AND METAL STUD WITH•FLEX-C-TMC TOP AND ;., BOTTOM I BOTTOM c/-) O RUBBER BASE \ `♦ i + f I . �� ` RUBBER BASE \� I I ( L L �Mo, 10 Cy- 1 \\ I I+ r� ~- PEDESTAL DRAWER UNIT PER ELEVATION B/A5.3 ��-- PEDESTAL DRAWER UNIT PER ELEVATION 8/A5.3 \ -� _1 S - _ .�.�. r-- \ (Id h . RECEPTION COUNTER SECTION RECEPTION Ca��UNTE_R SECTION — TREATE MENT 2 --_ X-Rec honCounMr-01. SCALE: 1/7' -- 1'-0" - - X-ReceptionCounlPr-02.dwg SCALE: W 0 SCAL L. 1/2' - V-0' ep 1• u -'i I STK LAMINATE COUNTERTOP WITH I• PIASIIC LAMINATE COUNTERTOP WITH I 6ULLNOSL EDGE BLILLNOSE EL)GE _ i� e - 7-41%. DECORATIVE ALUMINUM BRACKET y STEEL BRACING AT 36'0 C — STEEI.BRACING AT 36"O.C. NET 7 A'BENDABLE PLYWOOD BOTH SIDES OF 3,K / MET.N.STUD WITH'FLEX•C-TRAC'TOP AND - I ' - �/— PEDESTAL DRAWER UNIT PER ELEVATION 8/Ati 3 � � - PERFORATED ALUMINUM SHEET FASTENED WITH H BOTTOM SCREWS EQUALLY SPACED AS SHOWN,AND in I I SPACED FROM SUBSTRATE BY X6'. RUBBER BASE ( � SHEET PEOFSTAI DRAWER UNIT PER ELEVAIION h/A-5 3 A504 1� RECEPTION COUNTER SECTION REC�f?* RDS COUNTER SECTION RECEPTION COUNTER ELEVATION DETAIL _ il _ _ _ --------_+____ 5 -_-- 6 :Alf I-'1 1 1• X Rec onCounter-03.dwg SCALE. - V-0' X-ReconkCounter•0I,dwg SCALE: 1/2' ' ' X-RecCounterDetoil.dwgX r ' c...yrea�►r+ump>t recfvl�«r. ...,, ....... ..�. ....• .. .......�.+.'�. .:...... ...�,.._... •,.,....,,_..._...,._._..,_.-...- .... .w...w:,.-...... .w... ,�..,..._...._ .. _ _..... .. •.,....+-+.�,�•,.-w.•..--._.—.. - -.. .-..a. ......._......-......,,....�_. ...... w ...r.wa.. a.•rwWNw�w; , ., •11.'.".3�vi" 'r(0, rm'i' �i':...... ._.....»..- �« ,...,.......:......�...-.sw.wn �. ---•,w.,• :.w+�..'..-w. .. - ._ ..,.: �, .... 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Efl CLEAR ANODIZED ALUMINUM SHEET(ACING TO SLOPED SOFFIT -__ 7.0'.4'•0'SUSPENDED ACOUSTIC CEILING GRID AND TILE SYSTEM. SEE ROOM FINISH a OPEN TO SKY SCHEDULE FOR CLEM HEICM A.F.F. �/ /% \\ \ GYPSUM BOARD CEILING �\ \ SUSPFNDED 3e'TYPE 7 GYP.MD.CEILING SYSTEM USING HAT CHANNEL FURRING OR SUS"FNSION SYSTEM,SEE ROOM FINISH SCHEDULE FOR CLEAR HEIGHT A.F.F. \ ARCHITECTURE I N C O R P O R A T E D 2'.(r,4'-0'RECESSED INDIRECT LIGHT FIXTURE. SEE ELECTRICI+L DRAWINGS. 222 COMMERCIAL ST. NE 4-0'SURFACE MTD.LIGHT FIXTURE. SEE ELECTRICAL.DRAWINGS. / / /' \ + / SALEP4 10 M503.390.6500 '- F: 503.390.6501 8'-0'SURFACE MTD.LIGHT FWURE. SEE ELECTRICAL DRAWINGS. -0 \ � WwW.studio'iarchilecture.com ® RECESSED CEILING LIGHT CAN. SEE ELECTRICAL DRAWINGS. \` NA SUPPLY AIR DIFFUSER ' �� 8 f� ' I V LE ARD LODDEER RETURN AIR GRILLE ` - -- -- — —. -J -- — -- - -- - - - - - ] I ExHAUST LOUVER _ -- -- /" / 4 STAIR p" CHUNG HEIGHT TOR SOFFRS,BLAXHEADS ETC. .- 20 _ I L O F U� - OF ICE ICE . _ J — I BETWEEN THE ORIGINAL SIGNED AND SEMED IN THE EVENT CONFUCTS ARE DISCOVERED I rKXUMFNTS PREPARED BY THE ARC HITEC.TS BREAD _ -- i AND/OR DOCUMENTS�STRRANSMITTED BY".FAX,UITANTS,AND ANY COPY of / I ELECTROWC LY OR OTHERWISE,THE ORIGINAL ALLWAY SIGNED AND SEALED DOCUMENTS SHALL GOVERN DECK I ' ' PROJECT # 2004-10 ' I S DATE: 02/21/2005 t -- /+ 4 4 SHOWER/ I I I REVISION RE:,TRr M L 407 ---- 1 --- - - - � i 2 / \ � / 2 J `\ SECOND FLOOR REFLECTED CE;LING PLAN \ SCALE: 1/8* = 1'-0' �"I / anECI1 "i X 4 /X M EN f 10-4 w r h 4 w cn E2 f, . O V) ` 4.10 � I ERI l FN \ Q f \ F 7 \ \ Ir / ` O r 1 I MECH. 1 �+ COURT / ' 1 4 tsj VEST �� 0 \ 1 / - I 3 c 911 w 13h "� - - - - IAIR U 14 1 $..w,, al \ TORAGE �EEEXERCISE ISO PRI SIT^ YARD ISO I!j` l_— �� / �, `• \\\ \ i \- ;' -" I I - I ' 152 1� t I - 3 RC�EIlY O WAY - L T ° L Sl. :ErtY 2 P 1 A PRE i I.. 4�) i l - ELI 4 1 / - - - — - - \�STAIR XRAY WAR S ERI► ) - I /i� 131 EP I. ' -- - - - \ 10 - ' SHEET / ". \• MECH , 1 A6el . � G RO Pel FLOOR REFLECTED LE CT E D CEILING PLAN - _ i _ — — _-- -- -�-- ------- - -- _ --- -„-- --- ------ _--------- _.- —------—-- ----__ r U D LOO _ F f SCALE i Ar - t'1r I I . R�1OK -. ., a.,r -" �M•'" "_,.p.s ,ypkVAx.. __ _.....-......-.-w,.ia,•Rrr.r,,.. cm ,1111111 11!lIIIII (IIIINII illi�tnl+Il;I�Illi tlu�llrtllllllll f ILII Ilii 1 11 II Lit llil Illl�ll{I ullul Illl�uti I r) I 1 lI l�ltil lllr Ilii I Il�tu{ Ill�lnllil I�llfl�uu'lllllllll�lnlhlll�un IM11IU n111111l I Il II I I i 1 hl� LE�(3IB TY STRIP ;� d �S d ILO 1 1 Ila II3 Ila I'S Ill IIe 1'Q i0 21 a'� 2 zl4 2I5 2Ie zI7 ze 2e 3'0 L I()am rl CRI C 1 I ! 01 NG I I A , p I ! 4 1 1 T � d :`4 T T . iL , ' ,r f. J -------- S T U D I O PLAN NOTES: _ STAIR TREADS FORMED FROM 12'WIDE METAL GRATING PLANKS 1 `I STEEL STAIR STRINGERS,GUARD AND HANDRAILS(2 EXTEND HANDRAIL 24 PAST NOSING THIS SIDE AS SHOWN n ROOF ACCESS LADDER AND HATCH ABOVE ;•' �� I ` j \ 0 DATUM LINE FOR MEASUREMENT OF STAIR TREADS PER IBC 1009.7 7,2 I �1 � i _ a CONCRETE STAIR CONSTRUCTION , TUBE STEEL GUARD WTIH 4'x4•WIRE FABRIC ARCH ITECTU RE �� I II L / ,y' \ I N C O R P O R A T E D 222 COMMFRCIAL ST. NE SALEM,OR 97301-3410 P: 503.390.6500 "y \ F: 503.390.6501 3 I I / •�`` \ /� \ / www.studio3orchitecture.com Roll 3?98 LEON D LODDER E-1 SAke rAyt 1 / REGO" 5_ OF IN THE EVENT CONFLICIS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED `<- ,` \ ` • ` ` ` ` \ / ` • `` / I /, �'IP"�� ` ` / DOCUMENTS PREPARED BY THE Afa'HITEC IS I ►� / 1 �/ MID/OR THEIR CONSULIANTS,AND ANY COPY uF THE DOCUMENTS TRANSMITTED BY MMI,FAX, I Q 4 `� ` ``, \` j/ I '/ `� \�• ` ``` '` �__ ____—J ELECTRCNJICKLY CRI OTHERWISE,THE ORIGINAL SIGNFD AND SEALED DOCUMENTS SMALL GOVERN I / y I w s PROJECT # 2004-10 ;Oc I �� DATE: 02/21/2005 I ---' 00 ,�--- �/ 2 REVISIONS • 7.2 I 3 �// II r 02 e STAIR l , DETAIL_ GROUND FLOOR PLAN STAIR 1 , DETAIL SECOND FLOOR PLAN SCALE: 1/2" - 1'-0' I -Cl C) U 4'-IYt _ 4'-7' 3'-9' - - 5• —4 TREADS® 1 1'EA _ 6' ico ._._.. !1i � — Z O oo (� cef 3 O , --- – ------- t — ---- - - ---- - ---- - u P - 1 l 4D7 ! —- --- O _ 1 e -- - -- - _-- -- low U ? 1 2 DN 3 I 7 17 + � V I 3 4 0 t A. Af, SHEE1- - A''READS® 1 111-EA EA>x 7'.4' • 3'-WO ol B' 174* r STAIR 2, DETAIL GROUND FLOOR PLAf� A7 * STAIR 3 DET,gII. GROUND FLOOR PIAN & TAII 2, DETAIL SECOND FLC.OR PIAN 3 I l --- R - niaal ? SCALE. 1!7'=n 1 -0' _— _��_.. CALE. 1/7' = 1'0' SCALE 1/2• 1'0" { `J U d �ha� � 6 '�.Mw•s►•wr»Mr�nc�.rr RIC -_ �:,, .as; 1,,7`. ,.,c,«ar r••y,Ar+.,asr ava.r.. ... ' cm 11111!1!1 111111111 1!111111 111 111, lIdpili'illl i11f II II11 1111 Uil 111! I!II 1111 III II11 /111141111 lIII dill III! illl 11!1 III! illi 1111 Till 1111 11111!11 .III ILII III ILII ILII'! !1111111 ! I ,>� � � � � ii � lki � iilT hl + i � i i � l � lkl � l ► l I.EG1E11!lt,lTY8TRlf� 10 1 1 12 13 14 Ib 1 f 18 IO 20 21 22 23 24 2$ 20 2'7 28 29 30 � I(,•In.l cR1 1 i N�4d s toe ' d' 1 0l 1 mmmil IN :1 v .. I a 'd v, s r r - S T U D 10 ARCHITECTURE I N C O R P O R A T F D 222 COMMERCIAL ST NE SALEM,OR 97301-3410 P: 503.390.6500 F: 503.390.6501 www studio3orchitedure.com X08 /- LEONARD LODDER C� 6REGON O OF IN THE EVENT CONFLICT,ARE DISC!WERED BETWEEN THE ORIGINAL SIGNED AND SEALED DOCUMENTS PREPARED BY THE ARCHITECTS AND/OR THEIR CONSULTANTS,AND ANY COPY OF THE DOCUMENTS TRANSM'TI ED BY MAIL,FA)( ELECTRCINICALIY OR OTHERWISE,IHE ORIGINAL SIGNED AND SEALED DOCUMENTS SHALL GOVERN PROJECT # 2004--10 DAT E: 02/21/2005 REVISIONS �— WOOD CAP AND TRIM FABRICATED FROM MDF �� `/ 5 1 1 Y2'DIA STEEL PIPE HANDRAIL WTIH BRACKETS AT 42' \�_l 4� MAX O.C. �`+S�awwwwwrwr.• PARTICLE-BOARD UNDERLAY ---- --------_-_---- -----_ -- ---- 'PLYWOODSUBFLOOR T.J.I.JOIST PER STRUCTURAL - j I ♦ • �♦ ,I I ♦1 ■ws q ` Ft I I '1 II I ch � \ I I, I it II , ro -u Le _ CN CN (��\�� V I L j - Ye"TYPE X GYPSUM BOARD TO ALL SURFACES INSIDE +I I 1 ��. 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I T111111Jill IIIIIIIIillllil llllllliy LEGINLrrY STRIP IOeIR.t:w In I 1 12 13 I4 1 IA 117 16 1a C 21 22 �3 24 28 Z9 27 28 20 30 HOW 08100 I 1 1 i I {i' , � t ..h i ,' t n�(�Al r}' `H$.�J� i ,� ;,,�I .• f 1� 1, } ��1tl, �LiW Kif 't x�y�Y� iYdE'�fp .'�ri�>�YT,. t d,^,, t91 trry :1 I Y.+ •'�k 1,. .. I. 1p FIi � S a . `x { yp n� l h -- -_-__ -- - ----- STUD 10 7.1a DOOR AND WINDOW SCHEDULE ALL DOORS TO 9E 13;•THICK UNLESS OTHERWISE NOTED. Y 4'. . -- - — / - -- -/ �k - — 11 ` DETAILS REFER TO SHEET A8.3 UNLESS OTHERWISE NOTED. Y _ 4,$ 4 - - , 7-6 DOOR FRAME DETAILS �I I NO. NOMINAL SIZE TYPE MAT'L- GLASS TYPE MAT'L- GINS H J S GROUP LABEL REMARKS r ; I O IA 3-6'X 7.0' Q 1 ALUM GA CW-1 ALUM HW 1 ADA,POWER OPERATION �I — 1018 3'-0'x 7-0• QI ALUM GA AF-1 ALUM 8 SIM 18 SIM HW 2 ik 3.0'x T Or Q2 W000 F.I WN 2 3 - -HW 2 — _ A R C H I T E C T U R E 103A -- ---- -- -- -- - - ' 4 4 4 4 ``�`\ 104A 3 0'X 74r Q2 WOOD F•1 HM 2 3 ( IryV 3 I N C O R P O RATE U "\ I 5 1 c`+ S t N b - 22't COMMERCIAL ST. 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GYP BOARD TU OCCUR AROUND ROOM 120 2 - REFER TO DOOR SCHEDULE F<.'IR RATED tACH SIDE ONLY(WAREHOUSE) DOORS WHICH REQUIRE Y. STOP.i :ALV STEEL FLASHING EXTENDED UP BEHIND '�•y4. BUILDING PAPER 34'SEE NOTE 2 ABOVE 4.4 OR 4.6 NON-STRUCTURAL HEADER OR f-�� . - BUILDING PAPER -- STRUCTURAL HEADER AS INDICATED ON f f f STRUCTURAL HEADER AS OTHERWISE INDICATED i IiM FRAME IGROt1T FUU i — STRUCTURAL HEADER AS INDICATED ON - 1 - ON STRUCTURAL DRAWINGS W/)J' GYP BRM -.---- I _ STRUCTURAL Di AWINGS _ -` STRUCTURAL DRAWINGS I I EACH SIDE ` 7^ / �' �• ►4!'RE PRIAAfU WOOD TRIM DOORon z. n R - - - HM FRAME(GROUT FUW :4.4. 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OVER META-DRIP FLASHINI'.i _—_�- Xe X 1 Y:MDF TRIM,BO-H SIDES ' _�--f'PLYWOOD SHEATHING 1A*t1rE0 STO►E / , � _ �.'MDF FR/VaIE PROJECT # 2004-10 —14'PLYWCICD SHEATHING- i- 'GYPSUM BOARD GLAZING SEALANT DATE: 02/21/2005 3' STRUCTURAL.HEALER OR UNTEL PER STRUCTUFAL DRAWINGS _._ ------__ __ c a -- 4 1 N ;?tn. ..d - ---- — —------ I _ _ ---- -------- S U I ,� PLAN NOTES: L11 y�' " 3'- 3 ' - - rf,1 REFER TO SECTION 08800-GLAZING FOR GLASS TYPES NOTED AS: I.1136' 3'-* . ( L'J Oer 3'-* 3 - _ LOW ENERGY ELECTRO-MECHANICAL OPERATOR FOR ENTRY DOOR. SET OPERATOR IN LINE WITH DOOR -- -`!- 2 FRAME. Q STRUCTURAL STEEL FRAME ASSEMBLY TO SUPPORT CANOPY CANTILEVER ARCHITECTURE I NI r) C O R P O R A T E D (�)4 __ --_--- '�+I -___ I I I I'I.-- y I I I I •.. — 9 " :3 13 �� 8 222 COMMERCIAL ST. NE �I -- f f.4 a �� 8.4 '\\ 8.4 �L PM503,390.6500 4 I0 4 i i 3 I C1� 7 V F: 503.390.6501 III wwwstudio3architeciure.com 1 II II 1 4 .._. -- - II I �-1 <6> 11 N I I I "J2 If LE D LODDER c W I I 12 x 8.4 A8.4 ALUMINUM CURTAIN WALL ELEVATIONS _ _ _—__ sa �ur:aRcoN :y ALLAN C�. 1 � SCALE� 1/4' = 1'-0' OF A 1 _ ��-- — 8"EXPOSURE FIBER CEMENT LAP SIDING A 8"EXPOSURE FIBER CEMENT IAP SIDING IN REE EVENT RIG4FUCT5 ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEAM-J /I —_ IT ARD MOISTURE BARRIER MOISTURE BARRIER DOCUMENTS PREPARED BY THE ARQIIIECTti / GYPSUM SOFFIT BO ( AND E THEIR CONSULTANTS,AND ANY R,fA OF n \ THE DOCUMENTS TRANSMITTED 6Y MNL,FAx, F.'_ECTROWCAUY OR OTHERWISE,1HE ORIG:NM _-_� SEAL BREATHABLE MOISTURE HARRIER TO SIGNED AND SEALED IXKUMENTS I'HALL GOVERN. SEAL BREATHABLE MOISTURE BARRIER TO �" MEMBRANE FLASHING AND CAPTURE BEHIND WOt�D TRIM r/ MEMBRANE FLASHING AND CAPTURE BEHIND I - Sa PRESSURE PLATE PRESSURE PLATE CO!ITINUOU S BLOCKING ; PROJECT # 2004-1 BACKER ROD AND SEALANT / BACKER ROD AND SEALANT _Y o • � _ / DATE: 02/21/2005 BACKER ROD AND SEALANT _ REVISIONS -- _ -- SEALED DOUBLE GLAZING UNITS SET IN SEATED DOUBLE GLAZING UNITS SET IN ALUMINUM CURTAIN WAIT FRAMING ALUMINUM CURTAIN WALL FRAMING W TH ( / _ /` — WRAP PERIMETER OF WINDOW OPENING WITH - — WRAP PERIMETER OF WINDOW OPENING i BREATHABLE MOISTURE BARRIER FLASHING,LAPPED BREATHABLE�AC)15TURE BARRIER FIASHiNG,LAPPED �`. MIN. 4"INTO OPENING AND 6"OUT ON FACE OF / MIN.4"INTO OPENING AND 6"OUT ON FACE OF WALL,BEFORE SETTING FRAMES.DRAPE FLASHING WALL,BEFORE SETTING FRAMES, DRAPE FLASHING CURTAIN WALL HEAD FRAME INTO SILL PAN BELOW INTO SILL PAN BELOW SEALED DOUBLE GLKS'JNIIS \V �� -- BACKER ROD AND SEALANT BACKER ROD AND SEALANT I 1 - CURTAIN WALL JAMB DETAIL CURTAIN WALL HEAD DETAIL CURTAIN WALL JAMB DETAIL 3 l `t 2 ----- -- -- - X-CurtoinWoll�JombOl.d'vg SCALE: 3" - 1' 0" X-CullairlWol-Jom wg ( •"i l I' (1" urtair.�Nall-Heod.dwg SCALE 3- X-C 1'-0" �� -77 i SEALED DOUBLE GLASS UNITS ',�—SEALED DOUBLE GLASS UNITS S._. 4 ) >.• CN I --- - TYPICAL CURTAIN WALL MULLION --TYPICAL CURTAIN WALL MULLION —— � �. J ` -- �/ WRAP PERIMETER OF WINDOW OPENING WITHLA I �-- FLEXIBLE MEMBRANE FLASHING,LAPPED MIN.4" _ E INTO OPENING AND 6"OUT ON FACE OF WALL, I --c 0 �� BEFORE SETTING WINDOWS. ` � ! (1 Llj / — SEALED DOUBLE GLAZING UNITS SET IN _ o cif ALUM1141JM CURTAIN WALL FRAMING 'f--- CORNER MULLION BEYOND ...... `---- DOOR OPERATOR ENClOSI1RE AT HEAD. � i 1 i �`� — SEAL MOISTURE BARRIER TO MEMBRANE FLASHING � � O n I AND CAPTURE BEHIND PRESSURE PLATE Q BACKER ROD.AND SEALANT j \-- I Y2"VERTICAL METAL CLADDING -- _ — -- MOISTURE BARRIER • • r-` INTERMEDIATE MULLION DETAIL -' CURTAIN WALL JAMB DETAIL - y DOOR HEAD MULLION DETAIL 7 -- —_-- SCALE 3" = 1'-0' X CurtauTWall Jam602.dwg SCALE: 3 X-Curtoin'Nali-Uoorheod.dwy X CurtainWoll-Muih4an.dwg SCANT 3 1'.0 �_ SEAILD 000BII GLASS UNITS IN ALUMINUM CURTAIN WALL FRAMING I SEALED DOUBLE GLASS UNITS / BACKER ROD AND SEALANT WITH WEEP TUBES / CURTAIN WALL CORNER MULLION METAL PAN FLASHING SET IN BED Of MASTIC ON 9 FLOOR WITH EACH EDGE AND END DAMS TURNED UP Y4' END DAMS 10 CAPTURE MCASTURE FROM MOISTIIRE BARRIER WRAP AT AJAMBS REVERSE CURB RFINFORCED CONCRETE FLOOR SIAB S H E E i STRUCTURAL SILICONE SEALANT SYSTEM PER MANUFACTURER'S INSTRUCTIONS A80 D12 _CURTAIN WALL SILL DETAIL __ CO3CURTAIN WALL CORNER DETAIL` SC.AIE T,�, - -_________.____.__ —X-CurtainWoll-S+Il.dwp SCALE. 3' - 1'-0' --_X-CurlainWall-CorTer.dwg ow slum I ApIlopowr" i - - rilrrl[ w..1arM�•�•wA+w.l+newrw�a .+•.+.. - -„ '• ...�.nr+"wle+.�• lill ill{`1111 Ilt!iilll ILII ul illl';III I n tlll';III II'I iii�l I II!,I Illllilll'UII III; 11 I II I ILII I ILII 1111 ILII 1111 I! I ti ! ILII II I ILII ILII i II ILII III VIII I II ILII 1111 ILII ILII till ILII sill II I Till 11111 1111 II 1 f I i!II 111 1111 { 11 TNI Cm i i ' i I I I 1 LEGOMW STRIP 0 I � � � � � � � � I�OI III !12 1�3 1� 1�8 I�7 I�r� 119 210 2�1 212 2�.3 24 2�5 2�6 27 29 2�9 310 IoMtn.1 c+E I En ALrtII fawn 1 T �. i11 GI s L RIM F � '�y "�1 o S T 1, � �;. y' , 4 -i d )1 �P M'' H r � .. , . , , W : . .1 '$ . 1' , f. d I e'. I.7f+ i4 11„ 1; 1. ;TRUCTURgL N- -OTES - _ -.- - - - J - - STUDIO GENERAL CONCRETE BLOCK ENGINEERED WOOD JOISTS SPECIAL INSPECTIONS 1. Iheae notes set minimum Standards for construction. The drawings govern over these 1. Design F'm = 1500 psi for all concrete masonry. 1. All joists thus specified Shall be TJI series wood chord/wood web I joists or open web The following special inspectluns are required and shall be perforif;ed by a qualified notes to the extent shown. Coordinate these drowingb with architectural 2. All concrete masonry units to be Grade N Type 1 medium weight units per ASTM wood chord/meatal web joists as designed and manufactured by Trus Joist MacMillan independent testing agency in compliance with the requirements of IBC Chapter 17. The specifications and notify Lewis do Van Vleet Inc. Engineers (LVI) of any specification C 90 for arid to intermediate humidity conditions. Corporation (TJM) ONLY Other product manufacturers shall submit a request for testing agency shall provide copies of Gil test reports to the project engineer in a tirnely discrepancies prior to beginning work. 3. Mortar to conform to ASTM specification C 270 and shall conform to the proportion substitution prior to bidding. Substitution request shall bear a statement from the manner 2. These drawings have been prepared solely for use in construction of the project specification per IBC Table 2103.7(1) or property specification per IBC Table manufacturer indicating their acknowledge of the requirement of these notes for fully 1. Special inspection is required during the taking of test specimens and placing of all located in Tigard, Oregon. Possession of these drawings does not rant license to engineered shy drawings and calculation bearing the seal of an Oregon registered reinforced concrete except slabs on grade or concrr:te with specified fc greater than 9 g 9 9 2103.7(2). Use Type S or par- manufacturer's recommendation as required to meet 9 p g 9 9 9 re construct or fabricate the whole or parts of thin project L-, other locations, design strength. Grout to have a minimum strength to meet specified masonry engineer, the requirement2500si as noted on the required verification and inspection of concrete construction for inspection of the installed product, and their agreement F q P 3. Ttle contractor shall verifyall dimensions and conditi, ne on drawings and in field. to meet these requirements. The joists shall be designed for the following load table. 9 assembly design strength and be made with 3/8" minus aggregate. requirements; 2. Special inspection is required of all concrete reinforcement prior to concrete Coordinate locations of openings through floors, roofs, an,' walls with architectural, 4. Contractor to prepare for testing agency 3 grouted prisms and 3 ungrouted prisms for q placement except for slab on grade reinforcement as acted t the required verification mechanical, plumbing and electrical drawings. Notify enc -ser of any discrepancies, every 5000 sq. feet of wall during construction. and inspection of concrete construction table. 4. The contractor shall be responsible for providing all temporary support prior to 5. All work shall conturm to Chapter 21 of the International Building Code. Root Joists completion of the vertical and lateral loads systems. LVI has not been retained to a. 25 psf snow loau -t- applicrible drifting per IBC 3. Special inspection is required for all structural welding and high strength bulting us P Ys 6. Reinforcing for 6" and 8" masonry to be ASTM A615 rade 60 placed in the center of cells b• 10 psf dead load top chord noted on the steel special inspection table unless welding is performed in a shop ARCH ITECTU RE provide any services pertaining to job site saferty precautions, or to review meals, as follows (unless otherwise isidicated on drawings): r approved b the building officiol. All field welding requires special inspection. methods telchni ues, sequences, or procedures for erfonnin the work. Unless we C. 5 psf dead load bottom chard PP Y 9 9 q P P I N C O R P O R A T E D q { P P 9 4. Special inspection is required of all structural mason, as noted on the required ore srer-if{r-ally retained and compensated *- do otherwise, our work is limited to the d. Uplift as specified in IBC unless otherwise noted in the drywi-tgs. p I q Y q design of work described or our drawings o. Vertical: 1 - #5 of 48" o.c. plus 2 - #5 full height each side of openings and at verification and inspection of m'�sonry table. 222 COMMERCIAL ST NE all corners and intersections of walls. Floor Joists 5. .special inspection is requires; of all drilled epoxy anchors in concrete or masonry. 5. Where taference is made to ACI, AISC, ,TM, or other standards or codes, the latest Ins ection to be continuous durinc the anchor installation to ;nsure installation meets SALEM, OR 97301-3410 i PP y b. Horizontal: 2 - #4's at 48" o.c. (First bond beam 48" from tap of foundation) u. 50 psf live load (office) edition shall u I all manufacturer's instructions and minimum embedment noted on drawings. P: 503.390.6500 E, Inspection and or job suFervislon is not provided by LVI. plus 2 - #4's et top of wall and at each intermediate floor level. b. 20 psf partition load 6. Periodic special inspection is required of oil wood diaphragms, or portions of, edge F:503.390.6501 7. A:1 work shall be in strict compliance with the latest edition of the International c. lintels: Less than 4'-0" wide -- 2 - #4's in bottom of B inch deep lintel. c. 15 psf dead load Building Code (IBC) and all other stole and loco) codes which apply. 4'-0" to 6'-0" wide - 2 - #5's in bottom of 16 inch deep lintel. nailed with multiple news of fasteners. The special Inspector shall verify the www,studio3architecture.com B. An mechanical equipment, i in ductwork, etc. which applies a Iced of 150 2. Allowable increase in wood member stresses due to duration of loading shall be%5 sheathing grade and thickness, the framing and blocking sizes, the fastener length and Ypiping,9• PP d. Corners and intersections: 1 - 24" x 24" corner bar at each bond beam some maximum for snow load only (roof). Design joists for any additional lauds indicated diameter, the number of lines and spacing between fasteners. pounds or more shall be hung from a system approved by LVI. size as horizorital reinforcing. on drawings. Provide additional joists as required to support additional loads. 7. For buildings in Seismic Design Category D, E, or F, Periodic special im,pection is f- 7. Grout all cells. All reinforcement to required of all wood shear walls with edge fastening at 4" O.C. or less, hold�wns, sill C •9 DESIGN CRITERIA be accurately located and secured in place prior to grouting. All reinforcement to bo 3. Joist manufacturer to provide laminated veneer chords at gill joists which have q 9 9 5 diaphragm or strop nailing which exceeds manufacturer/s recommended nail spacing plate anchorages of designated shear wall locations. For buildings in Seismic Design �� P.gQ,c located within plus or minus 1/4 inch of placement location noted on drawings. P J P 9 / P g 1. Gravity loads: 8. Electrical boxes, conduit and plumbing shali riot be placed in any cell that contains for sawn chords. Category D, E, or F, periodic special inspection is required of all collectors, collector a. Snow load 25 psf 4. All bridging, bearing ;lips, blocking, hangers, etc. that conneck' to the joists shall 5e strapping and/or attochmer t, blocking/rim joist ottaehments, and wall top plrte splices r N F -------------------•-�---- --------- p reinforcin � I .49e /G' b. Floor eek Load ---- -- 50 psi + 20 sf Partition g per TJM standards. in shear wall lines at all locutions in the building. For buildings in Seismic Design /U -------- --------- P 9. Sea•drawings for additional reinforcing required. P r-,. Exit Corridor-___---._-_---_ 100 psf 10. Periodic special inspection required during construction of all masonry. See special 5. Joist erector shall exercise the utmost care during the erection of joists it prevent the Category D, E, or F, periodic special inspection is required of wood diaphragms or 2. Wind Loud: __ inspection notes. 1 g y' p y 1 P 9 g 'aisle from buckling lateral( Stockpile, lift and laterally brace the joists as directed portions of with edge fastening of 4" O.C. or less. ec;uN ,� a. Basic Wind Speed: 100 mph on TJM's erection drawings and design manual. Remove any damaged joist from the 8. For buildings in Seismic Design Category D, E. or F, periodic special inspection is a4 '- . b. Building Category. II, Importance Fa.,tor: 1.0 jobsite. Do not attempt to reinforce any damaged joist except us oppro� id in writing required of all steel stud with woua panel shear walls, holdowns, sill plate anchorages tie S(� <6 �\1 c. Exposure: B WOOD FRAMING by engineer and by TJM. at designated shear wall locations. For buildings ;n Seismic Design Categt .'y D, E, or C. va,N 3. Seismic Load: 6. Shop drawings and calculations shall be submitted and stumped by an engineer F. periodic special inspection is required of all collectors, collector strapping and/or a. Seism!c Use Group: I, Importance Factor: 1.0 1. All lun hpr to be species and minimum grades as follows (unless otherwise noted registered in the State of Oregor. It is the intent of these notes that the Product attachment, blocking/rim joist attachments, and wall top plate spaces in shear wall C(PIRI.S 6-30-7 I b. Spectral Response Coeffic'ants: SDS- .77, SDI=.41 in drawings: Engineer review the architectural, structural, and mechanical construction documents lines at all locations in the building. For buildings in Seismic Design Category D, E. c. Seismic Design Category. D a. Joists, rafters, ------------------------------------------Douglas Fir #2 and determine that his product is adequate for the intended use and capable of or F, periodic special inspection is required of wood diaphragms or portions of with d. "(Seismic Force Resisting System)", R�5 (Special Reinforced Masonry supporting all equipment, piping, soffits, etc. which are indicated. The .shop edge fastening of 4' O.C. or less. INTHE EVENT CONFLICTS ARE DISCOVEREC b. Beams and stringers, 4x and larger-----------------Douglas Fir #1 drawings shall carr a statement b the Product Engineer statin that he has reviewed BETWEEN THE ORIGINAL SIGNED AND SEALED Shear Walls) c. Bucks, blocking, bridging & miss.-----------'--Doug. Fir or Hem Fir #3 y y y g g `J. For buildings in Seismic Design Category C, D, E, or F, periodic spe,:ial inspection is DOCUMENTS PREPARED BY THE ARCHITECTS e. Seismic Response Coefficient:.11 theses documents and listing those documents by sheet number. ThE Project engineer required of the anchorage of emergency power systems, and piping or mechanical AND/OR THEIR CONSULTANTS,AND ANY COPY OF --------------- g will specify an special loaas to be designed for. It is the responsibility of the Product DOCUMENTS TRANSMIT TED BY MAIL,FAX, f. Analysis Procedure: Equivalent Lateral Force d. 2 x 4 studs-------- ---Dvu Fir "STUD' or STD P y Y p g p y equipment, or ductwork contain ,�g flammable or hazardous materiels. For buildings THE e. 2 x 6 studs and larger---•-----------------Douglas Fir #2 Engineer to determine dead loads of soffits, wails, and other structure supported , in Seismic Design Category E or F, periodic special inspection is required of the ELECTRONIC SEALEDALLY OTHERWISE, E C R SITEWORK f. Sills, ledgers, plates, etc. in contact w/ concrete--P.T. Douglas Fir #2 snow drift loading per the International Building Code, and any other loads which anchorage of all electrical equipment. The anchorage shall be in compliance with SIGIJEDANDSEALEDDOCUMENTSSHAILGOVERN. g. Posts----------------•----------------------Douglas Fir #1 Occur based on the construction documents. details provided by LVI or by approved details provided by the component 1. Remove all organic material, topsoil and any fill from under building and slab areas 2. Roof, floor, and wall sheathing to be APA rated sheathing, Exposure 1, conforming to 7. A representative of the joist manufacturer shall inspect all joists after erection is manufacturer. PROJECT # 04-02n refer tore ootechnicol ort for more specific Information. APA performance standard PS 1-83 and to ICC NER-108. See drawings for required complete and sheathing, bridging, blocking, etc. have been installed. Inspector shall 10. For buildings in Seismic Design Category D, E, or F, periodic special inspection is g P F submit a report to the engineer statin that the inspection was made and that joist 2. All fill material under building to be "structural fill". Refer to the geotechnical report 'thickness of sheathing and/or span rating. Install roof and floor sheathing with long P 9 9 P 1 required of the anchorage of suspended ceilings, access floors, and steel storage racks DATE. FEBRUARY 2005 for the specification regarding the structural fill. dimension perpendicular to supports and stagger end joints (unless noted otherwise on condition and installation are acceptable and conform to the manufacturer's 8 feet or taller. The anchorage shall be in compliance with details provided by LVI or 3. Base material directly below slab to be 6" thick (minimum) layer of compacted drawings). Use spacer tool to ensure 1/8" end and edge joints, including tongue and requirements. by approved details provided by the component manufacturer. - crushed rock. Base rock to have a maximum aggregate size of 3/4" and shall co stain groove joints. Install 2 x 4 or thicker blocking at unsupported joints in wall REVISIONS REQUIRED VERIFICATION AND SPECIAL INSPECTION OF STRUCTURAL not more than 5% passing the No. 200 sieve. Base material should be compacted to sheathing. Block roof or floor sheathing where noted on drawings. not less than 95 percent of the materials maximum dry density, as detemmined in 3. Framing hardware to be Simpson or prior approved equal. Fill all nail holes unless DRILLED ANCHOR BOLT'S MASONRY CONSTRUCTION ❑F SEISMIC USE GROUPS ANIII BUILDINGS Q MARCH 2m05 ge:reral accordance with ASTM D 1557. noted otherwise in drawings or manufacturer's literature. Use largest nail size 1. All drilled anchors bolts in concrete to be "Kwik Bolt ll" by Hi!ti, Inc. (ICC #ER- INSPECTION TASK FREt�UENCY OF INSF'ECTIO REFERENCE FOR CRITERIA 4. See the geotechnical report by Carlson Geotechnical and architectural specifications indicated in manufacturer's literature. for additional information. 4. All bolt heads and nuts beorin� .gin wood to be provided with o washer. 4627), "Red Head Trubolt Wedge Anchor" by ITW/Romset ([CC #1372), or "Wedge 5. All nailing to be per IBC Table 2304.9.1. Obtain engineer's prior approval for all All" by Simpson Strong Tie (ICC #ER-3631) only. Other anchors with written COdTINIaWS PERYDDICALLY IBC S30lASCE ACI 530.1/AE proprietary nailing or jtapling systems. approval of engineer only. All anchors to be installed following bolt manufacturer's MILMM TASK TASK SECTIONJACI 5/TMS 402 6/ThS 602 6. All nails to be common wire unless noted otherwise. Minimum nail diameters are as instructions. Provide minimum embedment, spacing, and edge distance as specified LI4.v LISTED ___ 1. Design soil bearing pressure equals 2500 psf live plus dead load per geotechnical follows: by the bolt manufacturer for anchor size noted unless otherwise indicated on - _ 13 _ report prepared by Carlson Geotechnicai dated May 20, 2004. a. 8d = .131" drawings. 1, Tests Pre construction 2. All footings to bear on firm, undisturbed native soils or structural fill. The base of __ Tests and Sels I m8.1.3 9 b. lOd - .148" 2. All drilled epoxy anchors in concrete to be "Epson Ceramic 6 Epoxy Anchor" by -' - - _ spread footing to be a minmum 24 inches below exterior finished grade and the base c. 12d = .148" iTW/Ramset (ICC #428t), "SET high strength epoxy" epoxy anchor by Simpson a. Certificates ti of compliance used In masonry _ .. _ of continuous footings to be a minimum of 18" below finish exterior grade. Notify d. 16d = .162" Strong Tie (ICC #ER--5279) or "Covert Injection Adhesive Anchor" by Covert construction, _ L. engineer before proceeding if any unusual conditions are encountered in footing a 20d = 192" Operations (ICC #ER-4846) only. Other epoxy anchors with written approval -)f b. Ver^Ificntlon of f'm prior to construction - _ _ - excavations. On , except where speclflca(ty exempted by code, e Do not nxcavate closer than 2:1 slope below footing excavations. 7. Cutting and notching of joists is not permitted without erigineerIs prior approval. e engineer only. Install all anchors per manufacturers instructions using A30. - --- , a) 4. Clean all footing excavations of loose material by hand. Remove all wet, soft soil inch diameter holes may be drilled in the center 1/3 of the member depth, but all other threaded rods unless rioted otherwise on plans. Provide minimum edge distance and �'. As masonry construction begins, the fallawing - _ _ - _ -+.- from footing excavations prior to placing cunrrete. holes to be approved prior to drilling. spacing indicated by manufacturer for anchor size noted unless otherwise indicc'ted on shall be verified to ensure compliance, - - 8. Studs may be notched in the lower 1/5 of the height of stud for electric conduit and drawings. Provide minimum embedment noted on plans. All drilled epoxy anc-)ors a. Proportions of site: -prepared mortar, X Art. 2,6A C 5. Excavations may me made under footings for pipes. Backfill to be "structural fill" as y / 9 require special inspection during installation. P defined above. plumbing pipe, but no part of the notch is to be greater, than 1/4 of stud depth. Holes q p 9 k� Construction of mortar olnts, _ X - - Art. 3-3B with diameters up to 1/3 of stud depth may be drilled in stud. 3. All drilled anchor bolts installed in concrete masonry to be "Wedge All" by Simpson - _ _ a� 1 CONCRETE 9. Laminated beams to be Douglas Fir (Fb= 24 ksi) per AITC 117 specification. Unless Strong Tie only (ICC # ER-3631). Other anchors are not acceptable :ithout prior c. Location rf reinforcement and connectors, X I _ Art, 3,4, 3.6A W noted otherwise, simple span beams to be Combination 24F-V4 and all other beams written approval of engineer. Install all anchors per manufacturer's instructions. 3, The Inspection program shat( verify, - - - Average concrete strength to be as indicated below and determined by job cast lab (beams cantilevered or continuous over supports, etc..) to be 24F-V8. Appearance Provide minimum embedment, edge distance and spacing as noted in manufr,cturer's a. Size and location of strut--tura( elements, - - X - - Art, 3,3G •ndLi trial elsewhere, instructions unless indicated otherwise on drawings. Provide special inspect`on of _ - -� U cured cylinder at 28 days plus increase depending on plant's standard deviation as grade to be architectural for all beams exposed to view and i s specified in ACI 318. Provide mix designs to engineer for review Prior to placing any unless noted otherwise in drawings AITC or APA/EWS certificate required. Use anchor installation as noted on drawings. b. Type, size and Location of anchors, Including Sec. 1,2,2(e), - concrete, CLEARLY LABEL ALL MIX DESIGNS AS waterproof glue. 4. All drilled epoxy anchors in concrete masonry to be "Covert Injectio, Adhesive other details o� anchorage of masonry to - X - ::,1.4, 3.1.6 TO PROPOSED AREA OF USE. Supplier to label all mix 10. Laminated columns to be any combination symbol and grade with Fc= 1500 psi Anchors" by Covert operations (ICC # ER-4846) or the "HIT HY-150" epoxy anchor structural members, frames or other construction, r� designs with on identification number. Mix number should he referenced in all minimum and E= 1,800,000 psi minimum. by Hilti Inc. (ICC #ER-5193) only. Other anchors with prior written approval of -_ c. Specified size, grade and type of reinforcement. _ X Sec, 1.12 Art, 2.4, 3.4 d J subsequent concrete test reports. Engineer only. Install all anchors per manufacturer's instructions. Provide minimum Sec, 2,1,10.6,2, _ \"// 2. Minimum mix requirements: ENGINEERED WOOD PRODUCTS edge distance and spacing as noted in manufacturer's instructions unless otherwise d, Welding of reinforcing bars, X - - 3.2.3,4(b) ! �J 1. All engineerci wood products (Parallam, Micro Lam, Tim berStrand) to be as noted on drawings. Special inspection required of all drilled epoxy anchor _ -I--- I Location Compressive Slump Minimum Admixtures designed and manufactured by the Trus Joist MacMillan Corporation only. Other installation. e. Protection of masonry during cold weather strength a cement product manufacturers shall submit a request for substitution prior to bidding. All ' (tem _ Sec. 2104.3, _ co 9 ( ) q P 9• �. See drawings for anchor types indicated. Substituting drilled anchors for cast anchors peraturp below 40 deg. F) or hot weather X Art, 1,8C, 1,8D (psi) content engineered wood products shall be designed tot he following loads as well as any load or cast anchors for drilled anchors is acceptable with written approval of engineer <tempernture above 90 deg. F). 2104.4 indicated on the drawings: only. - �,� 0i I'ootings 3000 0-5" S none 6. Contractors wishing to sL.bstitute alternate manufacturer's of anchors should submit 4. Prior to grouting the following shall be - _ _ I _ _ A Roof Members written request, including current ICC reports, to engineer for approval. verified to ensure compllance, n abs on grade 3500 2--4" 5 /2 NRA (b) a. 25 psf snow load + applicable drifting per IBC _ - - - _ 2 \i/ - - Interior) b. 10 psf deal load top chord a. Grout space is clean X Art. 3,cD L- c. 5 psf dead load bottom chord STRUCTURAL AND MISCELLANEOUS STEEL b. Placement of reinforcement and connectors X _ Sec. 1,12 Art, 3.4 d. Uplift as specified in IBC unless otherwise noted in the drawings. a- z abs on grade 5000 1-4" 5 1/2 WRA,AE (c.) p p g c, Proportions of site-prepared grout. - X . Art, 2.6H (exterior) 1. Detailing, fabrication and erection of steel to conform to the Steel Construction - _ _ O Floor Members Manual of the AISC. d, Construction of mortar joints. - X Art. 3.3B a. 50 psf live load (office) 2. All steel to be A36 except as noted. 5. Grout placement shall be verified to ensure 2!"itiii 0 ( f'� coast walls 3500 2-4" 5 1/2 WRA,PT20 (d.) b. 20 psf partition load 3. All wide flan e and WT sections to be A992. - - - `.J and columns c. 15 psf dead load g compUance with code and construction X Art. 3.`i +� P 4. All welds to be made with E70XX electrodes by welders certified by AWS Standards. document provisions. 5. Unless noted otherwise, all bolts to be A325N for steel to steel connections and A307 -- I 0 scelianeous 3000 U-5" 5 none ctf 2. Allowable increase in wood member stresses due to duration of loadin shall be%5 6. Preparation of an required rout specimens _ _ > 9 for anchor bolts and connections to wood. Provide standard plate washers Lender all p Y 4 9 p Sec, 2105,2,2, Art, 1,4 > maximum for snow load only (roof) and 13for loads including wind or seismic. bolt heads and nuts bearing on wood. mortar specimens and/or prisms shall be observe . X 2105,3 a. Slum exceeding specified limit shall not be laced except with written Design members for any additioncl loads indicated on drawings. 6. All structural tubing to be ASTM A500 Grade B, Fy = 46 ksi. All steel pipe to be P 9 sP P 3. Shop drawings and coiculations shall be submitted and stomped by an engineer ASTM A501 ( Fy = 36 ksi) or ASTM A53, Type E or S, Grade B ( Fy = 35 ksi). approval of engineer, a -� n , b. ovalWRAWater Reducing Admixture registered in the State of Oregon. ;t is the intent of these notes that the Product 7. All light gauge steel 54 mil and heavier shall be formed from steel with a Fy = 50 KSi. REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION � W Q Engineer review the architectural, structural, and mechanical construction documents Light gauge steel 43 mi! and lighter shall be formed from steel with a F = 33 ksi. �' c. AE- Air Entrainment 9 9 g g y ( �- and deterrninu that his product is adequate for the intended use and capable of d. Provide an accelerator it all concrete placed below 40 aegrees. Detail and fabricate all light gauge steel per AISI Standards. All light gauge steel ---�- �- supporting all equipment, piping, soffits, etc. which are Indicated. The stop sections indicated on drawings to per the Steel Stud Manufacturers Association � Q 3. Use Type i cement, per ASTM C-150 urleas otherwise approved. Water cement ratio drawings shall carry a statement by the Product Engineer stating that he has reviewed specification. All sections to be 'S125' sections unless otherwise indicated on VERIFICATION AND INSPECTION CONTINUOUS PERIODIC VERIFY REFERENCED IBC -+- theses documents and listing those docurnents by sheet number. The Project engineer STANDARD ,REFERENCE r- ( Pl to 46 maximum for all slobs on grade, tilt walls, precast columns. Water cement drawings. Provide 54 mil thickness material minimum at all sections which are - r- �...JJ will specify any special loads to be designed for. I# is the responsibility of the Product 9 ration to be -50 maximum for all other concrete. Flyash meeting ASTM C 618 may E P y P g P y indicated on the drawings to be welded. i. Material verification of high-strength a. Identification markings to conform to ASTM - X - Applicable ns; � material `� I_ngineer to determine dead loads of soffits, walls, and other structure supported 8. Do not oversize drilled or punched holes with a larch. bolts, nuts and washers: standards s ecified in the approved specification a; AIS 335, e e I - be substituted for up to 20X of the cement content in till mixes. snow drift loading per the International Building Code, and any other loads which P P PP • 4. Aggregate to be per ASTM C-33. 9. All welded reinforcing noted to be ASTM grade A706. All headed stud anchors to be construction documents. I Section A3.4; AISC LRFD, - occur, based on the construction documents. _ _ + 5. Water Reducing Agent (WRA). Comply with ASTM C-494. Nelson or approved equal. Weld all studded anchors and reinforcing noted, all b. Manufacturer's certificate of compliance X Section A3.3 6. Air Entrainment (AE) aholl comply with ASTM C'-260. Provide 395when around, with 1/4" fillet weld for 1/2" diameter anchors, 5/16" fillet Weld for 3/4" Y-� r required. _- ________---r------------ -- Al specified. diameter anchors, and 3/8" fillet weld for 1" diameter anchors, or alternately, use a 2 ns ection of high--strength boltin a. Bearing-type connections. - - - AISC LRFD Section M2.5 1704.3.3 7. Accelerators: Dosage to be vetermined by contractor. Nelson stud welding unit. Pg' _ ' 0 � b. Slip-critical connections N.A. N.A. � �"'�'� 8. Calcium Chloride shall not be used in any concrete, for any purpose, on this project. 10. Provide shop drawings of all structural steel items to engineer for review prior to _ _ fabrication. -- --.--- --- --- ----.-- ---- -- -- - -- 3. Material verification of structural a. Identification markings to conform to ASTM - - X ASTM A 6 or ASTM A 5613 1708.4 REINFORCING steel standards specified in the approved 1. All reinforcing steel tc be ASTM A615, Grade, 60 except welded reinforcing slee'! to construction doc,ntified - 0 - be ASTM A706, Grade 60. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION b. Manufactur certified mill test reports. X ASTM A 6 or ASTM A 568 2. All longitudinal reinforcing steel in concrete moment frames or vertical steel in shear 4. Material verification of weld filler a. Identifcation markings to conform to AWS �- - X AISC, ASD, Section A3.6; - �o/ wall boundary elements shall be ASTM 4706 or ASTM 615, Grade 60 that complies materials: speciflcatlon to the approved construction AISC LRFD, Section A3.5 �i with the requirements of IBC :lection 1908.1.3. VERIFICATION AND INSPECTION CONTIN. OU PERIODIC REFERENCED IBC REFERENCE documents. _ 3. Fabricate and install all reinforcing steel according to the "Manual of Srnndc.-d STANDARD b. Manufacturer's certificate of compliance X Practice for Detailing Reinforcing Concrete Structures" ACI Standard 315. - required 4 Provide 2'--0" x 2'-0" corner burs to match horizontal reinforcement in poured it place. 1) Inspection of reinforcing 3taerl and - X ACI 318: 3.5, T.1-7.7 1903.5, 1907.1, _____,_-._-_-- -----__.. --.----_---_--__-_---_-_--._____ �.- --_--_____ ---__.- ._.._T _ 0 placement. 1907.7, 1914.4 5. Inspection of welding: a. Structural steel: - walls and footings at dl tamers and intersections. P 9� - (.0) 5 Splices in all continuous footings not port of the lateral system arid slob on grade -� "- - - i� 1) Complete and partial penetration groove X - - reinter^lament shall be lopped �0 diameters or 2'-0" mfnirnum and shall be staggered 2I Inspect;on of reinforcing steel welding in - - AWS D1.4 1903.5.2 welds. !` pP gg occordonce with required vsrlflcotlon and ACE 318: 3.5.2 - - . ,r+' ,) at least 4'--0' at alternate bars. All other splice Iocntivns for bars or Pmaller, Ia inspection of steel conatrurtion. 2 single-pass fillet welds. X - - AWS D1.1 1704.3.1 i bars 58 diameters or 2` 0" minimum and •togger the splices at last 4'-CI" at alternate ^ -_ _ -_ - 3 Single-pass fillet welds > 5/1 S" N. - '`' -- 4 Single-pass fillet welds 5/16" X bars All other splice locations for #7 bars or larger,, I,ip bars 72. diameters old stagger 3) Inspect bolts to be installed in cor:.rete prior to X - - 1912.5 5 Floor and deck welds. - X -- AWS D1.3 ,,111. I the splices at least 8'--0* at alternate bars. and during Flacemene of concrete where noted b. Reinforcing steel: - ! - - 11 6 Provide 2-#4 each, side of oil openings smaller than 30" in walls. Extend on drawings. 1) Verification of weldability of - N.A. - 1,11 Ireinforcement 2'-0" min',num post opening each :;tide. See plans for larger openings -- ---.-- - - - refnforr;ing steel other than ASTM (provide 2--#4 minimum). 4) Verifying use of required design mix. - .' ACI 318. Ch. 4, 5.2-5.4 1904, 1905.2-1905.4, A706. (; 11114.2, 1914.3 2) Reinforcing steel-reslating flexural and N.A. - w 'i ' Provide (2)'-#4 bars at top, bottom, and ends of alt walls unless othervrise indicated on --_---__ _-- _ - _ axial forces In intermediate and special _ AWS D1.4 1903.5.2 plans. 5) At the 1,1.-ns fresh cans;oto {s sampled to X - ASTM C 172 1905.6, 1914.10 moment frames, and boundary elements ACI 318: 3.5.2 8. Provide dowNs to match oil vertical reinforcement In walls, columna and pilastersof special reinforced concrete shear P '" (poured in place). lop 58 d ameters or 24" minimum for #6 bars or smaller, lap 72 fabricate specimens for Litlrength toots, perform ASTM C 31 _dump and air content tests, ant determine the► ACI 318: 5.6, 5.8 walls and shear relnforcr-,Tent. diometr.� for i 11 .4. 1 #7 hart or larger. ; Shear reinforooment. N.A. - - ----- --_-. _ 9 All wall ronforcement to be placed In middle of wail unless otherwise noted on temperature of the concrete. _ _ SHEET t T _ _ Other reinforcing steel. _- ----. -.� -.. - ---_ 4 `, drewings. 6 In Inspection of concrete and siTotcrete locemeunt X - ACI 318: Sift 5.10 - 1905.9, 1905.10 ------- -- --- - ---------------- - - ___. __.__- -- ---- -_----- __-- ----- _ _ _ - I 10. t;hnlroctor to provide design, Ilftin; inserts, and additional reinforcement as required ) P 1914 8 1914 7, 8. Inspection of steel frame Joint a. Detatla aUCFT as bracing and stfffex.Ing. _ 1704.3.2 1 for proper application technigtros, Ht 2005 ;,;a a. for Iifting of precast walls and other elements. 1914 8 details for compliance with b. Member locations. - "'`r it. Provide shop drawMgs of all reinforced concrete items to engineer for review prior to _ _ approved construction documents: c. Application of joint details at each connection. - A I t construction of thesw hems 7) Inspection far maintenance of sneclfted curing - N.A. ACI 318: 5.11 5.13 1905.11. 190,1.13, x ;j p temperature and techniques. 1914.9 qd' � P q ____ _ _ LEWIS & VAN VLEET INC . S1 '0 0 8) Erection of-precast concrente rnemL era. �� N.A- ACi 318: Ch. 18 - - -- C O N S LJ l_T I N G ENGINEERS sw boon 9062 rood I ria 3 0 09/200,U2:2e141 P!v! 603 I'fQb phi 15-�04163sf0,.w9, 3/ t!M1206 fax ` _ -_ -- j w :!fes; �-.--_,-._._,•_._.------------- _... -____-_ a�. _ _ ---- ---.-_---__._- _--_---••• ---------- -- --- -- - -- - __ - - _ - ----- _-_- --- ,: t, ry L�. p CMS11111110011:11,Illllril 11.11111 jell, UIl ,III IIII III) I{11 Ill! IiII 111 Ilii IIII I!II illi TNI IIII IIII IIII I!H Uf! IIII illi I11! it ! I I r%4"ft N1 m-8111110 0 " `"""�° `" I I I i ( I I i I I I ( 1NN 1111111 IN1111N INl11Nl illyll iII111n1 luljliu lullilll IN1111 t ln1 N N I !I I I Nllil111 C LEC3181LITY STRIP r .I0 1�1 Illi 13 1I4 118 I�7 Thi �O 2II 2I2 2�3 2a 213 2t9 27 2A 28 3I0 7 Iorefn_Ipn .'a is r' ..a'. �s ,. "I 1 t HpMI i i X .11,, 1A& I'l 111L -�11111111111111111- .,•, ...,.. w ,.. "Y r�. , ` ! I ' r j i t 1 tc�fit �,MM4'1IYki, I t4� L� i _ t .' i u� 111 11111111114 '.'e? j Key h 11 ,y t ,. 4 k, , 'i `rs S T U D I SHEAR WALL SCHEDULE -METAL- STUD� SHEAR WALL SCHEDULE -WOOD STUD MK SHEATHINGS AND NAILING BASE CONNECTION NGTES MK SHEATHING ANCA NAILING BASE CONNECTION NOTES ANCHOR BOLTS SCREWS ANCHOR BOLTS NAILS 15/32" STRUCTURAL I SHEATHING 3/4" DIA. #I0 AT 12" O.C. 15/32" CDX PLYWOOD, ONE SIDE ALL. 3/4" DIA. (2) IEod O (4-PLY) PLYWOOD ONE SIDE WITH AT 48" O.C. � EDGES BLOCKED, WITH 10d NAILS AT 48" O.C. AT 8" O.C. #ImSr, AT 6" U.C. ALL PANEL AT 6" O.C. ALL PANEL EDGES AND EDGES 10d NAILS AT 12" O.C. FIELD. 15/32" STRUCTURAL I SHEATHING 3/4" DIA. �-_#10 AT 9" O.C. 15/32" CDX PLYWOOD ONE SIDE, 3/4" DIA. (2) 1&d 4,16 BO (4-PLY) PLYWOOD ONE SIDE WITH AT 24" O.G. AB ALL EDGES BLOCKED, WITH !2'd AT 32" O.C, AT 4" O.C. #10 SCREWS AT 3" O.C. ALL PANEL NAILS AT 4" O.G. ALL PANEL.- EDGES ANEEDGES AND 10d AT 12' O.C. FIELD. EDGES _ _ -- - --------_.----_ -----_._ _ _ __ _�____ -___�__A .__.___�� ___ �� _ - A R C H I TE C T U R E �I-I /� - 15/32" COX PLYWOOD ONE SIDE, 3/4" DIA. (2) 16d4,6I N C 0 R P 0 R A T E D SHEAR1�,4LL NOTES: � ALL EDGES BLOCKED, WITH 10d AT 24" O.C. AT 4" O.G. NAILS AT 3 O.C. ALL PANEL 222 COMMERCIAL 3T. NE ---- EDGES AND I0d AT 12" O.G. FIELD. SALEM,OR 97301-3410 1.) ALL EXTERIOR METAI_ STUD WALLS TO BE PER<A,U.N.O. - - - -"--_ - - _ P: 503.390.6500 w 15/32" COX PLYWOOD EACH SIDE, 3/4" DIA. 3/8" DIA. X 6" 46 F: 503.390.6501 ALL ED BL KED, WITH 10d 1 AT 16'1 O.G. !AG BOLTS AT 2.) SCREWS SHALL BE ATTACHED TO INTERMEDIATE SUPPORTS AT 12" O.G. U-N-O. A NAILS T 4" O-�ALI- PANEL I www.stud io3orchitecture.com EDGES AND l0d ;1T 12" O.C. FZEL 6" O.C. STAGGER 15/3 GDX PLYWOOD EACH SIDE, /4" DIA- 8" DIA- &' 4,6 ~' F 'I AL EDGES B y�l=D, WITH lad AT 16" O.G. L TS AT NA AT 3" ALL PANEL 4" O_C. -STAGGER ED, S AND I d AT 12" O.C. FIELD. 1; .p / ' O SHEAR WALL NOTES: 3 / �''O� \` L) WOOD PANEL TO BE ALL.'-VENEER PLYWOOD �-"---'--�� C, S . SIM, %'' �� I- . GXPIRI:S 6 30-06 2.) INSTALL SHEATHING HORIZONTAL OR VERTICAL ALL EDGES BLOCKED. 3.) NAILS NOTED ARE COMMON OR BOX GALVANIZED - NTHcEVENTCONFLICi:iARLUISCUVERLU BETWEEN THE ORIGINAL SIGNED AND SEALED P4D2' DOCUMENTS PREPARED BY THE ARCHITECTS 4 'O ` 4-) FRAMING AT ADJOINING PANEL EDGES TO BE 3" NOMINAL AND NAILS SHALL BE STAGGERED AND/OR THFIR CONSULTANTS,AND ANY COPY OF THE DOCUMENTS TRANSMITTED BY MALI.%AX, 5.) PROVIDE 3/16" X 2" X 2" STEEL PLATE WASHERS BETWEEN THE SILL PLA AND THE NUT ELECTRONICALLY OR OTHERWISE,THE ORIGINAL PHD2 SIGNED AND SEALED DOCUMENTS SHAH GOVERN, SILL_ PLATE TO BE SINGLE 3X NOMINAL MEMBER MINIMUM. (2) 20d BOX END NAILS SHALL BE SUBSTITUTED FOR (2) 16d BOX END NAILS PROJECT # 04-02n 7.) ALL EXTERIOR WOOD FRAME WALLS TO BE TYPE SHEAR WALt N.O- DATE: FEBRUARY 2005 ' o PHD2 2 �� ✓ > SI.2 �\ �'�� ,' ,�, , REVISIONS SIM• ` 3" NGRETE 5L B WITH ''4 ` \` 48" O,C. EACH AY OVER 1 9 MARCH 2005 COMPACTED GR ED ROCK P1.ip1 •�' - ` 1 ` Q 25 APRIL 2005 T.S-5 X 5 X 3/Ib �%;1`�l C01-UMN FOOTING SCHEDML� - �'\ �\ 1`�� MK. OLUMN/WALL FOOTING REINFORCEMENT REMARKS TS 6 X 6 X 3/16 AND TS 6 X 6 X 3/16 4'-0" X 4'-0" X 12" #5 AT 12" O.G. EACH WAY" S1.3 i --------- ----------- ----- ---- - --- --- - ' ' --------- O METAL STUD WALL 3'-0" X 12" DEEP CONT. (4) #4 CONT. 51.2 ' ''� `\ U3 MASONRY WALL �- 3'-0" X 12" DEEP CONT #5 AT 12" O.G. EACH WAY v S1.2 ` I DESIGN SOIL PRESSURE = 2500 PSF ALLOWABL-E. BEARINGS PRESSURE. BEARINGS PRESSURE MAY BE INCREASED BY 4%3 +� WHEN CONSIDERING WIND OR SEISMIC SEE SOILS INVESTIGiA*IC.N BY: CARLSON GEOTECHNICAL, DATED MAY 20, 2004 . \ . /.,z , 14 <\ / / s to - , ` 51.2 2 � T.S. 5 X 5 X i/4 TYP. 2 Q 0 2212'-8° U " 51.2 ,• �:, \` / '' \�F q� `\ SEE I0/SI.3 FOR MORE INFOMATION �T-O-F, � _ _ -7 l _.F. - ' T.O.F. 4 i I (-HD2 _ ' ,' // / 51.2 2 51.2 ! S. ' I , I I 14 10 / _ _ _ _ ' -- --- - ---------- M SI.2 '' i I e2 �, - -------- -- - --- Ircs* I3.. ---- --- I ` -1 ", 1 / 0 CSI a68'-a" G J. I r. _ ► , 1 a-tal-8" , Imo.` 1 �•/ T.O.F. ,' ,' ,' �, C p 11 ' ' i 10 ' ' -1162 2 `.\ C2 ' 1 iC ' SL. . U , 4 CONCRETE SLAB WIT #4 - -- 13 " E --- -- r I T.S. 5 X 5 X 3/16 TYP. 6 48 O.C. EACH WAY OVER ' ------ - I I I SL2 -rte SEE la/S2.2 FCR MORE , L� f�OMPAC TED CRUSHEDRUCK I G � S \ I I I -I -- - � �� INFORMATION I � �- ` 10 00 ti 51.2 w ''~ '/`• \ - \ \ \ i t r- ,1 I I I � _ I `J l..L ----------_.------- ------ -� \1 .I r�1 I I12 ' I 7 - i i ----- --- - --- I 270'-6" SIM. 51.a 2\� It 1g ' 17 i � Ilf I d- Q FOO G S S1.2 SL2 r NATIVE 2 '! - ---- - _ --`, -- Sr 51.2 i i i SEL ARCH. DC# .. \X•.. i i_ I SOIL i I 52 1 v`� 1 �� t , I i 1 v �i FOR SL OPEC AND+ i / i ' 14 ' I t \ f / SIM. lit 11 3 SIM. 11 ,` \ fi ..' S w`-= ---- ---------- --- r- S t.. I 1 , -tr _._. SI.2) i i 2 i • • �' -j---- - -- I \ 4 '�'- ' - � 5a.3 ;` < e 1 -- Ii -.J �`-J 'J ) i ii ------- S 51.2 1' a ' 1 I I r rT - ------ _j 1 1 SI.2 L- -'' --- ' - - -µ-- - -- ------ - --- -- ------I PROVIDE #5 EACH Sl. _, ��- I I '_---- ------- -- - : • ..._:: -= - - --- - -- t .----- - _�-- ----�.--� FACE AT 16" O.G. 268'-0" Imo" 26 -0' t T.O.F. T.O.F. SI.3 51'2 SI.3 10 01-6 2 -10'.-6 52 T.O.F. 2 a T.O.F. \II/ FOUNDATION PLAN I/all 11-011 i�OW-S WALL LEGEND (rQ VERIFY ALL SLAB SLC)PES, RECESSES, BLOCKOUTS, TOP OF FTG. ELEVATIONS, ETC. WITH ARCH. DRAWINGS. ),��;.��_•,��.\`�,� -- _ INDICATES 2X6 AT 16" D.G. HOOD STUC BEARING OR SHEAR WALL 2.) VERIFY ALL DIMENSIONS WITH ARCH. DRAWINGS. INDICATES roOOS162-43 AT 16" O.C. I IGHT GA. STUD BEARING OR SHEAR WALL SEE ARCH, DRAWINGS FOR ADDITIONAL DIMENSIONS, INDICATES 8" CONCRETE MASONRY BEARING OR SHEAR WALL ' Z7ZT SEC: STRUCTURAL NOTES FOR GROUT SPACINr AND REINFORCING - � INDICATES COLUMN AND rDOTING TYPE -SFS SCHEDULE THIS SHEET INDICATES 6" CONCRETE MASONRY BEARING OR SHEAR WALL +� SEE STRUCTURAL NOTES FOR (SROUT SPACING AND REINFORCING SHEAR ;-TALL TYPE - SEE - INDICATES 6" CONCRETE WALL_ SCHEDULE THIS SHEET - INDICATES 6005162-68 AT 16" O.G. LIGHT GA. STUD BEARING OR SHEAR WALL C. J. CONTROL JOINT - SEE I 51.2 ' INDICATES HOLDOWN v SHEET SIZE AND LOCATION- SEE la ORe,. C�j E:D F O i'c �'ERMIT 51.2 A2 ct , >r n 5.--- .---5 INDICATES FOOTI IG STEP -SEE -------- ---- SI.2 r0- �" -INOTCATES ELEVATION OF TOP OF FOOTING. %T.O.F. CONTRACTOR TO VERIFY THAT FOOTING ELEVATIONS CONSULTING LEWISN & VAN V E_ET INC . siol SHOWN MAINTAIN TOP OF FOOTING AS LEAST 8" MIN. CON 9 U LT L N G ENGINEERS .� BELOW FINISH GRADE. 18880 sw boones f;9 road 1ualatln oreyon 97082 U 503 X85.19805 phone .� I 3� 885.1208 Lax •°�: C.o,,,,a,sr.sn.,�-:w_�ernrr Mc ___- 7:\OA163 Mtfi3pinns. _____. _�� --- - - -- ---- ------------ - -- dvvg,4/25/2005 11:13:37 AM 1 .__..__._.-__.---.._...-..,.mow-....,..,._....___._..._--_...._ _ ...._.._ - - •--._...._____ _.,.,,__...�.►�. ._,�.,.r.. ...._.___....�_._.. .- __....,s,.n."._ _..___._ __._........ .-.__......_•_... .,�.,w._r .-.�._-..._..-...,-�.o»Fw..a.o�._ .�..,,.,._m ...,�..+�•rr. �+..____........•.....,.._.,.,r ., s�,• �m IIIIIIiII 1111111/1 illllilll'!IIIj1111 111111111 111111111 11111111 111 III I 1111 ( I I II 1111 1 �iiilTiii 111 I III III t II 11 {1 !`ILII Ilil ILII III 11 I III111111 11111111 II1111111 Iulllu•I tliill� I In11 it�I�,n,.11,1,Lal 1111111 I i!i t I 7�tll LEGIBILITY STRIP 1 1 o I I ! j ' I I i -i I � j 1 x tomm.I cm 12 13 14 IB 17 18 19 20 21 22 23 24 25 26 2-7 28 29 30 �1 11 NpNI 0 IOP, k , a , ? 3��{lf •,.,,' �,,irk �� 1`• nl•pi fAb1• a . t � w f A r�Jp F i T�4 S T U D 'p STOP RFTNFORCING 0-3' 1/8" X 1 1/2" PEASTTC STRIP �4 DOWEL X 6"� CLEAR OF JOIN1 SET WITH GUIDE OR SAW CUT AT 4' 0" O.C. - � � METAL S1 UD GROUT MASONP.Y soLID - PER PLAN TYPICAL GUTTER -SEE ARCH. 2X6 P.T. 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FOOTING c)�T� IL- FOOTING DF-TAIL. ARCH, � BEND INTO FOOTING � ^ 512-2 1" = 1'-0" '' 512—? I" = I'-0" !''7 512-4 1" = I'-0" IN THE EVENT CONFXTS ARE DISCOVERED BETWEEN THE ORIGINAL SIGNED AND SEALED DOCUMENTS 7 EPARED BY THE HITECTS EC MLD/OR THEIR CONSULTANTS•AND ANY COPY OF THE DOCUMENTS TRANSMITTED BYMAIL,FAX, ELECTRONICALLY OR OTHERWISE,THE ORIC,INAL CMU WALL BEYOND e SIGNED AND SEALED DOCUMENTS SHAH GOVERN i I I . DOWELED JOINT INSTRUCTIONS: [i • I - DOWELS ARE TO 5E SAWN OR IF SHEARED GRIND 2 ENDS TO REMOVE DEFOWAITIES - PROJECT # 04 O2_n STOP' BOND BEA ATJOINT DATE: FEBRUARY 20052 -CAREFULLY REALIGN BARS AFTER TROWELING SLAB SLAB REINF. EXCEPT AT MEZZ. LEVEL AND RADIUS SUBGRADE AT TOP _ TO INSURE BAR IS PERP+IT1DZCtILAR TU JOINT SEE ARCH. PER PLAN OF WALL REINF• TO CONTINUE THRU JOINT J HORIZONTALLY AND VERTICALLY II 3 -GREASE ONE END OF BAR I SEE PLAN REVISIONS 44 CONT. TOP AND BOTTOM', 9 MARCH 2005 COLD (DOWELED) CONTROL JOINT ' ', ' , , . , ' ..,,. _ _ all NOTES: �.,. r M c l - ALL- (POUR) JOITITS TO BE COLD CONTROL JOINTS o '� oo �� `:, ,X 0• <, ALL- COPIC" •�'� ;..: ' GETERM - SEI~ PLANS FOR LOCATIONS OF JOINTS - Cfc ' 'NTRACTOR POURING SGHE'�IE 41SL1_ INE WHICH JOINTS �� ab ° I �- _-- ° RADIUS �1 TURNDOWN SLAB EDGE ARE COLD C.J.S AND WHICH ARE WET C.J.S. - CONTRACTOR HAS THE OPTION OF USING EITHER nr STRIP OR EXPANSION JOINT- PROVIDE #5 VERTICAL I I !,^ TURNDOWN EXTEND FOR WET JOINTS AND EITHER CX44EL..S OR KEY AT COLD JOINTS TEND DOWEL- IS' ��SEE SPECIFICATIONS HEIGHT IN GROUTED I • BEND INTO SLAB CELL EACH SIDE OF JOINT t I ^II " ` •'° ' • � I-_I IM-A_I CUNDISTURBED STUD WALL PER PLAN EARTH FOOTING 51 $TYPICALCONTROL JOINT REINF. 2X6 T. LATE WITH 3/4" S: LVCJOINT I )/2. -0,� FOOTING W^ 1 1- �Sl. I= REINFORCING I'�" DIA. ANCHOR BOLT AT 48"�_ ''�T-III` O.C. U.N.O. WITH 6 MIN. EMBED I T.S. 5 X 5 X 311fv AT FOOTING DETAIL. ! /8'•-00 O.C. MAX. AND 512-6 1" = I'-ra° FOOTING SIZE AND REINF. `ERS?2 • •� �C { AT ALL !-C.'RNERS AND - ' END OF <.SA LINE „) MASONRY CONTROL. JOINT FOOTING_ 8 FOOTING STEP LINE OF STUD MIN. EACH < _ � MCIN I 1 1/2 - I-oil ,,'� LVS I+CP ill - 11-011 WALL. C6 X 8.2 X {'-0' LENGTH i WITH (2) 44 X 18" A106 STUD WALL PER PLAN - - SLAB AND REINFORCING I BARS EACH SIDE OF GUARD RAIL -SEE ARCH, i'ER PLAN \ I CHANNEL I/ SEE DETAIL 2/51.2 SEE X T SLAB AND REINFORCING SEF" ARCH. FOR SLAB REINF. PER I z FFR PLAN ARCH. q� ADDITIONAL INFO, PLAN 47 0 I i , 18' (2) OPPOSING 43 TIES x �_ -- '^ �" "' CN z Ill AT EACH POST 3/I6L • •4 #4 X 18" AT 24" O.C. - _ _ - - _ •' SEE DETAIL �[ - 44 NOSING BAR ,. _ I 10/52.2 FOR MORE / //.//•/ ° -- c W= a EACH TREAD "° /INFORMATION C1) #4 CONT. a eo: � - -�o (2) 44 AT TOP 0 RADIUS Q Z #4 AT I6' ON CENTER EACH WAY ,• KEYED JOINT 4 A O G EACH WAY — ° c� �-- O X SLAB AND REINFORCING :0':g f— FREE DRAINING GRAVEL BACKFILLPEIRI " Zx T !2" a ° `� r n f PER PLAN nv 51.2 3 GLR. Q �� v " n _ 4. 45 AT 16" O.C. #5 AT I6 O.G. •_ LANDSCAPE SOIL - cn 4 yr EACH WAY "� EACH WAY Q �7LTER\ G in I$ row F•.4BRIG FILTER FABRIC u1 44 LONGIT. AT 12" O,G 1 1/2' CLR. (� .y fop 45 AT u- la 0.... DRAIN RK oe .� vv.� * /�i /�/�/�/� o.r 8" �... 0 V EACH WAY ao` cSo' � � '� � � � � C • `� ,SEE DETAIL 2/Si.2 p° �o n'�a SOOTING DETAIL n 1 ao, ,� �' - S12-14 4' DIA. PERFORATE? 3 CONCRETES A S , ° �v DRAIN L_TNE -SLOPE 1 • n • STAIRS -�"�- 1% MIN g't O? I LVhTAIR t' - it-01i r- `J , a Q O� - • 1- '' J a = i �. - I --�\J/ EDGE NAIL WALL HOLDOWN STUDS • • I SHEATHING AT RUN FUL.1_ HEIGHT\ SIMPSON HOEDOWN 3" C ° e ' G • - - HOLDOWN POST PER SCHEDULE , HOLDOWN POST TO TOP TRACK PER SON \ ' I BELOW -RUN FULL HEIGHT0 L6L-11 TO TOP PLATE OF WALL \ .�. 4' DIA, -DO NOT COUNTERSINK , --SIMPSON HOEDOWN V. � PERFORATED r HOLDOWN BOLT HEADS I S•�' / 7-0 FOR HT" LESS THAN 3-•0" PER PLAN (BOLTST°S - DRAIN PIPE - --- IN POST OR SCREWS TO STUD CONC. 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PO4�L7E;2 ACTUATED �r E FASTENERS WITH n n 3/4" EMBED --- EACH SIDE OF c n 3" GLR. ` O ? JAMB SFUDS (4, a d /�, TS 6 X 6 x 3/16 -6` TOTAL /�� \�CONCRE TE 'S ---=' STk-'MWALL T5 3 X 3 �C 3/16 � �. VAN FOOTING SIZE AND REINFORCING PER SCHEDULE -� ------ —- EXPIRES 6-30-06 K'2'NN 7AME3 TO CONCRETE CONNECTION 3 ELEVATION � FOOTING DETAIL -- _ ELEV-A I/8" - !'-0" 6 \ ( t O 512-4 I s I- IN THE THE CONFLICTS ARE DISCOVERED - TS 6 X 4 X 3116 i t ,J BETWEEN THE PREPARED BY THE AND STILLED 6., t!4 AND�OR THEN CONNSULTTANTS THE ARCHITECTS COPY of I ELECTRONICALLY OR OTTHE DOCuvfNTS HERWISE.BY O IG.WAL GROUT MASONRY SOLID SIGNED AND SEALED DOCUMENTS SHAH GOV;RN TYPICAL - #4 DOWEL X 6,01 -- - PROJECT # 04-0211 CMI1 WALL -SEE ` AT 4'-0' O.C. (2 DOWELS I I- GENERAL NOTES FOR ! ` DATE: F[fiRUARY 2005 MIN. EACH PIER) FOUNDATION REINF. T.S. 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SCREWS AT HEADER AND IAMB TO METAL STUD ,CO�T�� (AYE � FRA IN"" DE""AI� ,I SHEATi•�NG 57T�°'S�a'N "1.3�' M.tL'TN (!!< 1'" (�►1 -__..� l 010SfiS TO TRAGM ONLY n) 60tiS162-43 S',:-? 7Xfa L.ED'aER WTIH (2) 410 AND D CRIPPLE STUDS 3ELOWPF•L=_) STUD SCSWWS/NAILS TO S ,IS r SEE 4/S3.3 FOR SCSREWS MORE INFORMATION � L til'IRI--S 6-30-(i6 ' DETl,TL FRAMING' DETAIL _ 3 FRAMING, DETAIL 4 FRAMING DEVIL 77 ` FRAMING - GL BEAU PER R! AN , GL BEAM PER PLAN r- 532-21 1 = -e O 3, S33-3 I" = i'-0" IN TK smart"skRUF f ! • �,�, c33-2 - I '0' '-y r O .sL BEAM PER FLAN PLATE I X ) I,2" 3. G x 12" WITH C2) 3i 4" DOlt11 T1vREP�REDeY.r+E.RcHrEC'S Box BEAM HEADER PER F':_.4% 6^ DIA. BOLTS.'11 X'J#COKSR4'S'1t4NT5.fD y ,"IN Or 2' 4" C DOC'.n LY CA�OTIiEt U,T h�fit, P+I, EtfG'RONK.�L1Y U1 OittEtw!SE,THE ORIGav4 GL BEAM PER PLAN 16 CAI. X 1 t!: COt4T. STRAP' WT-10 ft) ST). V1 X. - t �' s�D►ND RALF)DOCJWNTS$KIL GOV'RH INFILL. O) �8 S.D. SCREW AT EACH STUD. CONT. STRAP 4' \ / S .i .AT 60 OZ. TO SILL AN17 HEADER TRACK _ -- - I I/4' SIDE PLATES WITH STUDS MDC FAST OP1=NINGS _-----_. -_._—�- — -• PROJECT # Q�^�2n _ .. - RUAR*T247>0 p / (4) 3/a" DIA, BOLTS _-__ __ _ _ ------ ' --- --- -I - SATE. �B WOOD BEAMSPL.ER,� __ _ - - -- • BEAMS PER PL-%N --_-_--- - -- - F � _. _ • • ----- — ---�J- , REVISIONS I �\ a MARC{-+ 2005 ---- I - 1 --- - - R SIDE PLATES 1/4" PLATE i I .r \�IZTH. (2) 3/4" DILA. X 8" _ - it -- _ • i ` BEAM BUCKET \ 50-ITS -- P'`R ,� � slMPsoN "141.1216-�fMA� 5�3. SLOPED HANGER 3!16 5/8' BEARING PLATE X 12 I/a' SIDE PLATES WITH -- - i 52 2 I Ts COwMN PER PL: 3/fir X BEAM WIDTH PLUS IN (2) 5/8' DIA. BOLTS I 3/16 - I i 3/16 P,-ATE/ 3/16. SrApsos 'COQ' 1 I/2" BEAP24G POST CAP /� FRAM '�"I X IZ' X BEAM f 1DTH 1',L/ F(�f�"' M DETAIL— to ETA.i.ie 15 COLUMN PER PLAN TS C.OL UMN PER PLAN WOOD POST PER PLAN II ., FRAMING DETAIL 1 FRAMING- DETAIL. � FRAMING DETAIL _ '--- S33-G 77-7-7 S` S33-D 1 = I 3, 533-8 1" = I'-m" I — ROOF JOIST ! I II " PER PLAN I, /ROOF LINE (2) 6005i62-68 TYPICAL_ I II 3!16 " M r -n. P TE 3!8' X 3' RADIUS HALF CIRCLE 5/8' STUDS AT 4'-0' C.G. �+ i WITH HOLE FOR 5;8' DIAL FIN �� PL, •E I'�' / END PLATE 3/I6' X 4" X 8" FROM' AND BACK " N X 6 X 3 NO. I�2 CL1^VL� - WITH (4) /4 DIA. X '! i O i I OPEN ;1I t H a X 6 IN � > . �TYPIGAL " I Slt.f�'St�f+l 'C2r4'STCIaia" P`R FLAN 3 -FR,I�ME OPENING DBL. KING STUD LAG SCREWS WITH 2' GAGE �� p� p 5/8' DIA, A36 R:�D ! FRAMING DETr4IL. HANGERS - -- 533--Hr3 4 a I " I HAt'►G T.S. COLUMN FE-R F"L.a;^i C J. I' > 0 WIDE FLANGE BEAM PER "�.:N / ROOF LINE O I , I � - � �- ! � � � r / I y' 3/16 - �4X6 BLOCKING �.�. Li SIMPSON 'HU' HANGER V A Iv ' u r;f I � � i!7 • BEAM PER PLAN , ,'r I ' • 1 •• L 3' ' 1s GAX 3 STFtA!'' _ JOIST PFR PLAN WITH :,EB ry I/� \ ER 3/16 DOUBLE STUD HEADER PER PLAN STIFFENERS R JOIST r-- i ' r'�E PLATE 1,14" X 6' X 49/ , FULL HEIGHT —_-- r-- Wi'H (2) 3!4" DL4. BOLTS ' CURVED WIDE ST UE3LE OW PPCF /A F M STUD BELOW HEADER • • FLANGE BEA _ _. p �y io>; PER P:_A`` � -. -. �• r�i 6G''G;'S16Z-68 K� JAMB '''-' hOVF T�A�"C'� OPENING �� 3. S23--6 3 4- FRAMING DET,4IL FRAMING DETAIL 13 FRAMING DETAIL _ �4 JAMB TO HEADER CONNECTTON BLCC-KING .a 59q-j I 53'�-7 I" = 1'-2" 533-!aEAI�E� I" = I'-�c^' ROOF SHEA',LING { - -_- '""-------.� �� TTI PER PLAN n u G.1. DM. PER PLAN -- �' RcVF Jojs � /� " PER PI-AN .'aL BEAM� �- — EDGZ- NAIL ROOF ,I I M TWIST WITH (2) PER PLAN V ; SHEATHING AT TJI �- :- � RIM JOYS- WITH (2) _ _ BLOCKING ! - 0 !6d SACH JOIST a I 16d EACH, TJI BLOCKING--� SIDE: EA. JCIST �� EDGE NAIL WITH ted AT 8' O.G. 1?T PER PLAN - - d a BLOCKING ►-•TTH (4)- ID � �Ibd EA. SIDE - t — — --- . u S � 'HU' F�tl• SIDE �:i EACH JOIST I ' Hl LAGERS BELOW --1 ROOF JOIST „ ROOF JOIST PER I O. j n — PLAN J kl AT 3 D k.�3 �%81-K + HT. STUD \ JOIST TO BE CONT. n — „ EA. SIDE ( OVER SUPPORT AT - u _ 4X6 BLOCK,�lG �� CONTRACTOR'S I - --- - -- --- „ OPTION I SIWSON 'MlJ" HANGER S rLvS BELOW , WALL SHEATHING l_ SHEET I -_-DM.— -- - ---, \` L�£tiL.. PL-ATE -SPLICE F'ER Sj.2 � ISSUED FOR P RMI- 1 3/4' X II 'V8' 2.0E PSL 20� FRAMING DE � � �� • LEDGER WITH (4) I6d EA, ( --•- ---- . _ L.L--� STUD AND TO OP PLATEAT 6 O.C. LEWIS & VAN VLEET .NC . S3 * 3 ,//�'"�jL,J,� ` ','T L� "�l e_�t�TT��'� a — !-t MIN DETAIL ri8N� FRAMING DETAIL A� Rte°�MII`C-i DETATJ. ;O n'�J bacm soL �rE�yN o Iw E F A MEC 1 UKT 1->�CI�e(�1.1.1'�IGS I I�1.L•!� Iy.b1.. _ ,, - ~ S33--1•� I = I'-Q3" W crpon 9fUd2 •"' 573--i►A 3/4 - I'-•P,� 3, 533--11 ��I 3AN1"�-4 I - �. �5 096.1206 . M_ _.. .. ._..-.w. ....,...-_.. .. _.._.__ _.._ ._. _ ...._..._,_._.__,_.._......_......,.,..........._......_—....—..:w+ ....._........,.._,......_.._..— .,. ............._._.._ ...r.r......,w..ww..r.r..".wn.n...n.l�"'nw,.......is....r ......,............:........... _ ,. •4. w,Nb.Sffi. 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PER PLAN ROOF SHEATHING _._ _ _ / 2X6 PLATE WITH ,?) 16d AT Q 8" - SHEATH AND N YL PER EDGE NAILS EDGE NAIL - ------ - � NEAR WALL A MIN —- - -- - - / 117 -_ / FLOOR SHEATHING - - Ir T j' r - L - ARCHITECTURE RUN SHEATHING GOti � �� r�'P 1•� r , BEYOND LEDGER ��..41d 4 / �% � I N C O R P O RAT E G i<r, eI..00KI' S WITH (2) Ibd TO LEDGER AT 6" O.G. ` (4)- Ibd TJI PER PLAN WITH ANGER EA. SIDEAND WEB STIFFER JOIST 222 COMMERCIAL ST. NE TJI J ROOF SHEATHING MANUFACTURER � JC':IST GL BEAM SALEM,OR 97301-3410 FLAN t WOO r / -'� PER PLAN P: 503.390.6500 l aFFEPR AND S'.MPSON "LU" HANGER - HANGER PER JOIST I I WWWstudio 3orcOtectO ;� ure.com MANUFACTURER / I 2X6 AT 24" O.C. -FULL HT. STUD 1 3/4 X 11 1/8 2.OE PSL LEDGER " �i BEAM ^- EA. SIDE WITH (4) I(od EACH STUD AND ,6d _ _ %PER PLAN LEDGER PER EACH ~ 53.2 AT 9" O.C. TO BLOCKING T72 PER PLAN WITH HANGER SOLID CRIPPI SIDE AND WEB STIFFENER PER JOIST _ �."r L STUDS BELOW - -- - MANUFACTURER 2X8 LEDGER WITH (2)' 6d EACH STUD AND 16d \ \ rn PER PLAN WITH I� 13/4 II V8 2.0E PSL LEDGER AT " O.G. rO BLACKING HANGERS A11 I" PLY WOOD SHIM: 6LAC77T5 MA + WITH (4) 16d EACH STUD AND 16d SIMPSON "LU" HANGER AS RE®D. ( � ORGO AT 9" O.C. TO BLOCKING 13/4 X II 1!8 2.0E PSL (1) STS SFtiGEC(e &=KIVG ` \\RUN SHEATHING PAST LEDGER S C VOF LEDGER WITH ,4) 16V TO EACH EACH SME M STUD AND 16d AT 6" CC. 10I7}fir DE-TAIL I CX.'KING � T _ 4 """'11 FRAMING DETAIL � FRAMING F: EXPIRES h eL 1 FRAMING DETAIL 2 BEAM TO WALL CONNECTION 3 FRAMING DETA.��I 534-I I' - 17F 534-2 I" = I'-®" 534-3 i' = I'-©" I 534-4 1 = 1-0 O �' I " Sj4-5 1 = 1 IN TK EVENT CONFLICTS ARE DISCOVERED -.JL ,J, BETWEEN THE ORIGINAL SIGNED AND SEALED DOCUMENTS PREPARED BY THE ARCHITECTS AND/OR THEIR CONSULTANTS,AND ANY COPY OF -2X6 WITH 16d AT 6" O.G. THE DGCUMEDOCUMENTSTLECTROi 00OTHE TIED THE OR GINAt 6"T125-43125-43 ,FAX TO 3X "ED AND SEALED DOCUMENTS SHALL GOVERN ROOF SHEATHING EDGE NAIL (4) \ tli x �� PROJECT # 04-02n DATE: �-- _ _. ----- -- -.. - - ---- —i---- FEBRUARY 2005 SCREWS ROOF LINE TRACK r� REVISIONS I I 9 MARCH 2005 TMP — DBL. TOP PLANE ROOF LINE `I SPLICE PER j i -� r - --- ,� - - -- - ---- 6X6 WOOD POST c ' HEADER PER PLAN HEADER PIR PLAN/ SIMFSON "LU" HANGER STUD WALL PER PLAN 60'aT150-43 TYPICAL METAL STUD 4X6 FULL HEIGHT STUD \1/2" PLYWOOD SHIM (o0i05162-43 I -- - 4' U FRAMING DETAIL � FRAMING DETAIL � FRAMING DETAIL � FRAMIN 3 DETAIL •� i 1" = I'-,a" 534-1 I" = 1'-0" 534-8 I" = I'-©" 534-9 I" = I'-0" 534-6 .��■ I t\ 0 I � cl- QD 14C) Uj V) O Y a Q 1a) �-_ Q W � O U V J (( 1 UEPD _ _ R FERMIT SHEET -- - r I I M,4RCH 2005 � 4 LEWIS & VAN VLEET INC . S304S CONSULTING ENGINEERS (; sw boon 9 rood y t MR1206U�I1S3\O41f513s3�l.dwp, 03f�/20(?5 02:28:15 PM f�6.1�Of6 —_.—«..,.....r..----.�...-...►'-.wo._ .rn—+�wl.rAbMa�ll�R..w�+ww. .�.,.,. LECIBIIRISTRIP Cm^�'I.I'I!CIeII' II11E1 IIII "'13 - 'ff. .NPUIy!,� "•�It�p"'+�'1�"I 11111111111,1,111 I\y11"1"1►'�'""`"""'1 I I 111111111 'm 1 � i ( I? 13 14 4 � �0 ILII I 3'0 �Io { t, w. , ' , e7AloN • F 1 - t 1 ( 't It' .Y, r . . &�{7 r Yui ' Y, 41 i0 All 1, r 2UO4011i .LCIN,N491MILI~ALVENIRAIKI06 DIVISION 15 MECHANICAL SPECIFICATIONS SYST IU1 IX 1 UPAWY IYPL FLUOR A&A AREA PER MXS/7N L&&VA_ 1tD PLOMi PnOMI KA it-AR FIKSS& S.RUSS(tM W)i 3) AVERAGE CFM DRAWING SHEE'i LEGEND ROOM WAR 15000 GENERAL NOTES HVAC LEGEND -- - - - - SHEET NUMBER DESCRIPTION REVISIONS I 15 INTIA11"M W1M IW ML DO At PRO(-RM 55 SNI FT 50 I./ t 20 CFARI 40 CFM u's 10 CFM - 116 wX3 Mt'NCAI PRO(RM as Su F 1 0 1./ 2 20 cm 40 CFM 0.5 20 CF91 COORDINATE DIFFUSER PLACEWNT WITH REFLECTED CEILING PLAN, -M-1 ----- - - LEGEND, ABBREVIATIONS A14^ EQUIPMENT SCHEDULESDWFLISERS L GRILLE I I/ MI IAL PRO(.Rat 9%Stl.Ft. SU 17 2 t0 CFM 40 CFM 0.5 20 CFM HVAC CONYRACTOR TO LAYOUT Y AND PROVIDE ALL 'NECESSARY CURBS, HAUVER• EQUIPMENT '--� - �� 1■1[ W NK So 1.4 2 20 CFM 40 CFM 0.5 20 CFM -� H�LASHING, SEALANT AND WEATHER-STRIPPING FOR ALL HVAC BUILDIHIG M-2 HVAC IST FLOOR PLAN / Rtu1 "SFM_TOTAI PENETRATIONS. ---.- - ... ------- .----..-- --- -- CD CEILING DIFFUSER •• 1-BAR 1zIWIwAY OIIRNKIR 2195QFr. 005uw//12 II crM ROOFTOP CURB DELIVERY, LAYOUT, BASIC ALIGNMENT AND PREI_IMINIIRY - W-3 - HVAC PND FLO13R PLAN --- - - 1 1 1 UAV(IFFX I UH1(t 5S SQ FT. 141.a .S I 2oCFMi 20 CPU o.s 10011111 POSITIONING BY IIVAC CONTRACTOR- 11 ONTRACTOR. CD-1 CEILING DIFFUSER - SURFACE MOUNT CRG CEILING RETURN GRILLE T-BAR 114 UI rte s: nvcA,u6x, Plr►IEAAI94S4•r R. so 1.9 I 11 CFM 3o CFM o.s IS CFM GAS DETAILS - GAS PIPIIIG FROM PIETER TO EQUIPMENT (INCLUDING WATER HEATER) BY HVAC St1RFACL NCTi1NT 1 I5 TREATMENT M11WAL FROG.RM 670 SQ FT. So 11.6 I 1 20 CNK 260 CFM O.S 110 CFM 111 1CU 210 SQ FT. so 4.2 IS CFM 7s CFM 0.5 37.S am CONTRACTOR FOLLOWING BUILDUIG LINES IN A MEAT AND ORDERLY FASHION. NO CRG-1 CEILING RETURN GRILLE - EXTERIOR ROOF RUINS. FOR GAS PAI BRIM GAS LINES OUT THROUGH SIDE - __ __�` � CEG CEILINu EXHAUST GRILLE - T-BAR 192-s au TOTAL CEG-1 CEILING EXHAUST GRILLE - SURFACE MOUNT L2 OF RODS- CURB A,1)JACENY TO EQUIPMENT HOOKUP TO AV131D Ra3F• PENEIRATION. - _ EXHAUST FANS _ SVS SIDE WALL. SUPPLY 106 LRAM I PAIANI^.M 9914 FT. I00 .9 I 2S CFM 2S crM 0.5 12.5 CFM 107 EXAM 2 PATIENT RM 50 SQ FT. lou .5 1 ZS CHSF 2S LTM 0.5 12.5 CFM ALL LINE VOLTAGE WIRING AND ACCESSORIES BY SEPARATE DIVISION, EQUIPMENT TAG MAMIIFACTURER MODEL AREA SERVED LDC1ITIQN CFM ELECT. SIBES VEIGONT NOTES SVR SIDE PALL RETURN U H&I WAY io6:Q.R. 0.05 CfM/FT7 1 S CFM OL / / + IOFI Ftmx Nt1MHBER VOLTS PK FLA OR KP SD SLOT DIFFUSER - T-BAR � 109[IIAM) PAIItN/P.M 90 SQ.FT. Hoo .9 1 25 CPU 2S CFM 0.5 12.S CFM ALL LOW VOLTAGE WIRING, LABOR AND ACCESSORIES REQUIRED FOR HVAC 110IXAM♦ PAIUNI M 8o SQ FT loo .e 1 25 CFM 25 CFM 0.5 12.5 CFM W - Z ^^ kAI so SQ FT. as(am 15 cFM os 12.s cfM EQUIPMENT 1x2 SYSTEMS IS INCLUDED. EF-1 GREENHECK SPA-125 CAT' WARD 0-11-111I MOUNT 40 115 / 1 / .62 fl `1 A 1.9 15 LBS. SD-I SLOT DIFFUSER - SURFACE MOUNT o rAIRNI A I 1 I tx,Lw Y ;:� • 1 --- --" _ -- ---- - FG FLOOR SUPPLY GRILLE: _ 111 StNIGtRY 1 1N'IRAIIN(.PICK)" 119 57•FT. s 1 1;5 s 30 CFM 150 CFM o.s 75 CFM EF-2 GREENHECK SPA-3% DOG WARD CEILING MOUNT 336 115 / 1 / 1.34 FLA 5.7 21 LBS. 1�1 137.5c tF IolAt MECHANICAL DIFFUSERS 6. EINUIPMENT ITN BF. LATERALLY BRACED PER UBC FRG FLOOR RETURN GRILLE An U. STANDARD EF-3,4,5,6,7,12 GREENHECK SPA-250 �AxL7N11RY N ROOMS CEILING MOUNT 200 115 / 1 / .77 FLA 3A 21 LBS. O ® FIRE DAMPER - FD Q = 'Is suw.:IRY PRIP MOLOKAI MUX RAI 219 5Q FT. SO 4.1 5 20 CFE11 100 6M 0.5 50 CFM - - ---- HVAC CONTRACTOR TO PROVIDE A 1 YEAR WARRANTY ON EQUIPMENT, MATERIALS, Z 136 STORAGt t IORAGI RRO(9K 21 SQ FT. 0.1 s 01101A T7 -8 4 CFM GREENHECK G-85-G MISC. EXAM ROOMS Rolf HOLM 200 IIS / 1 / 1/30 FLA 52 18 LBS. _ ® FIRE SMOKE DAMPER - FSD 111?SIRtGfAY N4 RA LING RL)0M 162 SQ FT. So 1.1 4 30 CF41 120 Cf END 1 O.T 60 CFM AW[Atl(MANSHIP, o _ l VOLUME CONTROL DAMPER - VD = S 1,9 2 20 CFM 40 CFM O.S 20 CFM 135 PACK PRI) NIINCAI PRUf RM 90506 R. SO NISI:. EXAM IRODNS N U �.)Pt RATIW,IIAXN1 146 SQ Ff. so 2.9 3 10 CEM 901 1 4s CFM EF-9 GREENHECX G-85-G L RESTROOMS tR(x:7F MIaIHIT 260 !15 / 1 / 1/30 FNA :,2 18 LBS. U2 (� THERMOSTAT E `� W 119 s17RGERY` 15500 (DUCTWORK _ - o_ ''`. 175 C1,114 TOTAL EF-10 GREENHECK SPA-125 SHOVER/LOCKER CEILING MOUNT 100 115 / 1 / .62FLA 1.9 15 LBS. Ol SENSOR � 10 <,o ALL DUCTV13RK SIZES ARE HET INSIDE DIMENSIONS.NS. CONNECT TO EXISTING 201 MLRWINP M COiREWE Room 161 SQ.il. 20 9 5 20 CFM 160 CFM 0.5 90 CFM EF-11 GREENHECK SPA-110 2ND FLOOR BATHROOM CEILING MOUNT 50 115 / I / .G2FLn 1.9 15 LBS. O ® N C 01 N A( N 203 COWERLWE ROOM CONFERENCE ROOM 116 SQ FT 20 5.8 6 20 CFM 120 CFM 0.5 60 CFM ROUND AND RFCIANGULAR DUCT TO BE GALVANIZED METAL WITH MAXIMUM 5' 204 OFFICE OFFICE 164 SQ RI RRIE FT. 100 0.89 1 20 C 20 CFM 0.5 10 CTM $MIKE LETS'TOR '^a FLEX TAIL CONNECTKWS TO DIFFUSERS. DUCT WRAP WITH VAPOR BAR. U CONTROL WITH SPEED CONTROLLER. PROVIDED BY DIV.15, INSTALLED BY DIVd6 � PROVIDE WITH MANUFACTURERS R" CURB L BDD y 205 OFFICE OFNCE 120 SQ.FT. 142.9 .8 1 20 CFM 20 CFM 0.5 10 CFM N 706 MIK(. OFFICII I zo SQ.Fr 142.5 1 1 20 CFM 20 CFM C.5 10 CFU `J CONTROL WITH BREAKER (OPERATE DURING BLDG OCCUPANCY). PROVIDE SPEED CONTROLLER AND MOUNT ON 00 F. O2 t'XIMITROL WITH Ltl>I•IT SNITCH BY DN.16 0 SUPPI/ Duc7 g 207 t(XMSY/o1/X.1 00FI(I 194 sq Fr. 142.8 1.3 2 20 CFM 40 CFM 0.5 20 CFM 209 RISI"M ILTNISEX 666Q.FT. 7S CFM/FIXTURE 1 flxrJRE 75 CFM INSULATE ALL DUCTVO RK TO CODE THAT IS NOT EXPOSED. SOUND LINE ALL -_ .� RETURN DUCT 109S4MAR SHOWFA 99$Q.FT. 50 CFM so CFM SUPPLY AND RETURN DUCTWORK WITHIN 15 FEET OF FANS. DO NOT UI••E DUCT STYLE B EQUIPMENT SCHEDULE - ROOF TOP GAS PACKS 109 laCKlll RU3M LOCKER ROOK 99 SQ FT. OTOS CFM/FTZ 4 CFr• z EXW,UST DUCT190 CFM TOTAL DWI L EQUIPMENT TAG NUMBER/ LOCATION BRAND NAME/H►7DE:L NUMBER CFM TONAGE HEATING ■ COOLING ELFCfRICAL SERVICR V/Pri MCA/MC� ■■WEIGHT BUTES Dl1CTVat1( CONSTRUCTION STANDARDS AND SEALING REQUIREMENTS TO MEET AREA SERVED - -- - - - - O E;;ISTING TO REMAIN BTU IN BTU OUT HT'il IN BTI( ^II' AFUE/SEER 3 � t 140FruRMAcy wu71cA.IRrc.Rm 73 sq.Fr. so 1.4 z 20 CFM 4ovM o5 20cFM RTU-1/115, U6, 117 �F LENNaX/GCS16-024-50 800 2 50,000 40,000 23,200 21,450 208 V 1PH. 80% / 10.00 16/25 475 LHS. I 2� /0-\ RELOCATE f 141 RfsrROOJ IINM-. 4S S11 FI. 75 CFM/FIXTURf 1 roam 75 CFM SMACMA REQUIREMENTS FIRR 2'■p AND LESS PRESSE A2EE CLASS AND OREGON ENERGY CODE Q )O3 N 142 EXAM 6 MT' All IU}OM 76 SQ FT. loo .7 1 25 CFM 25 CFM 0.5 12.5 CFM -'- -- --' O 0 144 IMF IWAY 4-* .WAY 219 SQ FT. 0.05 CFM/FT2 I I CFM FIRE DA PERS IF REQUIRED BY BUILDING OFFICIAL, TO BE 95% FREE AREA STYLE R RTU-2/TREATMENT, ICU ROOF LENMOX/GCS20--060-120 1960 5 120,000 96,000 59,000 501000 208 V 3PK 80% / 12.00 29/45 717 LBS. O 1 2 3 REMOVE 14'1 STORA:1 R(X)M S AA(.I ROOM 2050.FT. 0.15 CFM/FT2 3 CFM _ - _ - -. N\ may, 146 tXAM 7 'AMNV RLX)M a s0.Fr. 100 :+ 1 25 CFM 25 CFM Ms 12.5 CFH - RTU-3/SURGERY ROOF LENNUX/GCS20-060-120 1750 5 120,000 96,000 59,000 50,000 208 V 3PH. 80% / 12M 29/45 717 LBS. 1 2 3 147 EXAM8 FAIIf NI ROOM 63 SQ Ill. 100 .8 1 2T rr. 25 CFM 0.5 12.5 CFM 15600 MECHANI::.AL EQUIPMENT OQQ -' - Ton TOP OF DIJ(7 149 WCHANICAI R(XY,I Mtt 11AWCAI ROOM 42 SQ.FT. RTU-4/2nd FLR OFFICES F.00F" HNIOX/GCS20-060-120 1950 S 120,0 %,000 59,000 50,000 2.8 V 3PH. 80%� / 12.00 29/45 7l7 LBS. 1 2 3 � 149 MANAGERS 011,10 1 2S SQ FT. 142.9 .6 1 20 CFM 20 CFM 0.5 1 o CFM LE00 O O BOD F,GTTOM OF DUCT 1 s0 Rrcollim (Af 1c1 150 SQ Fi. 142.5 1 1 20 cIF4 20 CFM 05 IOCPM GAS HACKS OF SPLIT SYSTEMS TO HE LEhNOX, CARRIER, TRANE, LIR YORK WITH _- _ _- I 15 1 UISCF11ARLI 11A1(WAY 80 SQ FT. 142.5 1 1 20 CSM 20 CFI/ o.S 10 CFM `1 PROVIDE WITH MANUFACTUNEF:'S CURB SUPPLY AIR EITHER ECONOMIZERS OF LOW AMBIENT CONTROLS CA„ NOTED ON EQUIPMENT 2 PROVIDE WITH HONEYWELL PROGRAMABLE THERMOSTAT T-7300. 75 07.5 CFM TOTAL O2 SCHEDULE) FOR OPERATION DOWN 0 0'F. PROVIDE/tiAINTAIN 1' TA FILTERS IN PROVIDE WITH LENlOX DOWNFLOV ECONOMIZER 04)DULATING) W/ENTHELoY CONTROL L PRESSURE RELIEF DAMPER. R/F1 RETURN AIR A1NIb 141 ccXwnl uRvu RM %10&#" a4 SQ.Fl. 0.15 CFM/H2 7 CFM UNIT RETURN PLENUM DURING CONSTRUCTION. REMOVE CONSTRUCTION FILTERS 1 t:/A EXHAUST AIR EQUIPMENT SCHEDULE - GAS FURNACES - V fR VENT THROUGH 121IDF AND INSTALL NEW 2' PLEATED MERV.11 FILTERS IN ALL UNITS UPON PROJECT COMPLETION 1EQUIPMENT TAG NUMBER LOCATION BRAND NAME/MODEL NUMBER CFM IONACFE HEATING CAPACITY AFUE ELECTRICAL SERVICE V/PH WEIGHT ECONOMIZER NOTES TJS THROUGH JOIST SPACE AND PRI13R TO HVAC BALANCE TESTING 1 L! - U BTU INPUT BTU OUTPUT GAS PIPING r 1111 WAITING 11100W RECFI'iION 609 SQ FT. 16.6 36.6 37 15 CFIK S55 CFM 0.5 277.5 CFM 10a RtCIUrnoN REctrl " 122'A.FT. 16.6 7.3 8 15 CFIK 120 CSM o.S 60 CFM EXHAUST FANS TO BE BROAN, G2EEMHECK, COO(, PENN ROOF FAILS, SEE F•-1 MECH 148 LENNOX/G51MP-36B-070 1200 2 66,000 62,000 92.17 (� _7S115 V IPH LESS THAN 12 AY,'S. 146 LBS. 01� Lam] DUCT WITH LINER 103 RESTROOM MENS 4,SO.fl. 75 CFM/FIXTU$tt I FIXTURE: /S Cite 0.5 37.5 CFM 4 1 104 RESTR(x31K WOMFI4S 45 SQ FT. 7S CFM/FIxtLPA 1 FIXTURE 75 CFM 0.5 37.5 CFM MECHANICAL. EQUIPIEMIT SCHEDULE FOR TYPE OF CONTROL. r L_ 1 F-2 MECH 105 LENNGX/G51MP-60C-110 1942 5 110,000 103,900 92AX 115 V IPH LESS THAN 12 AMPS. 186 LBS. �! �3 rr EXTRACTOR 1 105 MECHANICALMICHAN)CA4 ROOM MECHANICAL 67 SQ.FT. 412.5 CFM TOTAL 15700 AIR DISTRIBUTION F-3 MECH-105 LENOX/G51MP-2411-945 780 2 44,OOD 41,00 92AX 115 V IPH LESS THAN 12 AAPS, 132 LBS• -- I 0f� �-- MOTORIZED DAMPER 114 DOG RI PATIENT RM 318 SQ.FT. 1;19 3.8 4 25 CFM I W CFM os so CFM F-4 MECH-125 LENNOX/13511P-368-070 1000 2.5 66,000 62,000 92AX x15 V IPH LESS THAN 12 AMPS. 146 LBS. (-)03 130 Ham PREP FOOD KITCHEN 65 50•FT. s0 1.3 2 IS CFM 30 CFM o.S IS CFM ACCEPTED MMIIFACTIIRERS, PRICE, II CARNS, J i J, TITUS -- - - _ - - 131 CAT WARD PATIENT NM 90 SQ.FT. too .9 1 25 CFM 2S CFM 0.5 12.5 CFM F-5 MECH-125 LENNOX/GSYMP-60C-110 1970 5 110,000 103,000 921% 115 V IPH LESS THAN 12 AMPS. 186 LES. OQ3 GRILLES .S REGESTERS i CEILING SUPPLY DIFFUSERS TO BE PERFORATED FACE, BAKED WHITE ENAMEL. E '7.5 CFM TOTAL -- --' 12 SIMILAR TO PRICE PDC FOR T-BAR, 520 SERIES Fat WARD CEILLWG PROVIDEO PR'JVLbL WITH LENMOX ECONOMIZER MIXING BOX (MODULATING,) V/ENTHfI CONTROL. O CONTROL WITH HONEYWELL NEYWELL T7300 PROGRANABLE THERMOSTAT I✓1l. 11n HALLWAY wK WAY 87 S4 FT. 0.01,CFM/Frr 5 CFM o.1 PLASTER FRAMES FOR GYPSUM BOARD CEILING-S. O2 PROVIDE WITH BUILT UP Law LEAKAGE ECONOMIZER DAMPERS AND OUTDOOR ENTHELPY CONTROL 0, -CD, OV, fAMAR COJGT= i-li1R IIIlCE S IU PRITF PLC( Cold 1.'0 IW1r MEDICAL PROD RM 139 SQ FT. so 2.7 3 20 qM 60 CFM 0.; 30 CFM _ CE = CEN-M EVAWT 6'1QNLE 5-'V) 1 a I VIEYMIC PO NTKNG 49 SQ IT. 0.05 CFM/Fl2 3 CRL CR-CEU'W RrrmM IPM MW 1221W1WAY 14ALLWAY 23s sQ.R. 0.0%CFM/FT2 17 CrM CEn_lNG RETURN ANI) EXHAUST GRILLES TO BE PFWORATED FACE, BAKED WAITS - -- EQUIPMENT SCHEDULE - AIR HANDLER CW ` CMM Ffl.TERED RE7U&(POM 539) ct t AV 1 103 C r amm M@ AOC.RM 2"sQ Fr, so S.9 6 20 CFM 170 CFM 0A 60 CFM -` HVR - FOW Sl"AU �/TSV 6'RICF '3E EWhCL. SIMILAR TO PRICE PDDR FOR T-RAR, 530 SERIES FOR HOARD CEILING EQUIPMENT TAG NUMBEr2/ ■ CmLING ELECTRICAL SERVICE V/PH MCA/MICOF' I ■■WEIGHT MOTIFS HVS fOl9N SIL[srAtL StEfCY S2blU `--- 1;y 1,4 CDRRAI STORAGE s1ORACt RO0E1 I N sQ P7. 0.15 c 1 M/FT7 29 clu LOCATION BRAND NAME/NOVEL NUMBER CFM TO NAGE HEATING 125 Pilo MIIwCAI NEOC.RM 2S sa R. s0 s ( 20 dM 10 CIM u.s 1 o cFM PROVIDE PLASTER FRAMES FOR GYPSUM BOARD CEILINNGS. AREA SERVED BTU W - BTU IN 37U OUT AFl1E/SFR --GRILLE STYLE • 12R R99TIKNW IINIYx 17 5Q.R. 75 CF14/InxiURE I I IXTLIM 75 CPU Ms 17.5 CTM _---�- - - -- ✓-PEON DIRECTION127 LAL4d3 r LAUNDRY 140 LIQ R. Hoo I.4 z zs Lasr so cFM o.s zs crM AHI(-6/SERVf:R Fd70M COMP 143 EMI.M9/012 310 1 3KW - 12,700 8,509 208 V IPH. N/A 16/25 85 LHS. �2 v 125 MECHANICAL ROU.V WCIWRCAL ROOM s0 SQ FT. T-BAR CEILING SUPPLY AIR SLOT DIFFUSERS PER GRILLE AND DIFFUSER - CFM - a _ •,- 172 XMr MFDKAI PRO(.RM 71154 FT. SO 1.5 2 20 CFm •o CFM 0.5 M CIM t SCHEDULE PROVIDE WITH FACT13RY CONDENSATE PUMP I� f 182.5 CFM TOTAI f 2 PROVIDE WITH INTEGR& THERMOSTAT 1. CALCIAAIED CX Crl►AN(Y l0AD 1RI11L TO.FT.MEAS AND OCCUPANCY LOAD FACTORS kV 1150 TAKE 1021 � pR� 2. U%t 100%M)cP-LwMttlO(CUPA (Y(IRS0%CIF1ALIULATEDOCCUPANCY PFRtoc 1201 11,W �L " twFISLESS 15800 HVAC INSTRUMENTATION AND CONTROLS EQUIPMENT SCHEDULE - CONDENSING UNITS -- � l^; L01.1VE1; & RELIEF VENT SCHEDULE EQUD'Mk?!7 TAG NUMBER LOCATION BRAND NAME/NO NUMBER CON, FAN TONAGE COOLING CAPACITY HATCHING SEER ELECTRICAL SERVICE /PH MCA/MCOP WEIGHT REFRIGERANT TgTES `/�/ - _ - - CFM BTUH INDOOR COLI. DYNE SIZE kill A TAU, OFSCRIFAT"- BASIS OF n[SFGN CONTROLS SYSTEM TO BE HONEYWELL T-7300 - _ INC L-I OSA WTI,IIE/F-2,3,4.6 S - GREENHECK EXHAUST FANS TO BE TURNED ON WITH LIGKT SWITCH OR SPEED CU NTRO_LCTR C'J-t PROOF LENFOX/11"29-036 5220 3 35,00 .00 0 C33-422 10 208 V 3PK 14/20 148 LOS. 3/8-3/4 �1R/ 72'X 16' E5l-401 0 SWITCH PROVIDED BY ELECTRICIAN. [ 7 USA INT+AKIf F-I - GRtENHECK CU-2 ROOF LEN OX/H3a9-060 2930 5 57,500 C33-60D 10.00 208 V 3PK 212/35 212 LHS. 3/8-1 1/8 l 3 PRESSURI REt1F.F/F 4 GREENHECK CU-3 RMF LEfNOX/HS29-024 2400 2 24,000 C33-30B 11.65 208 V IPH 16.4/25 143 LBS. 3/8-3/4 j 16'x 12' EV-401 - U\ � (..I (TSA PRESSURE RELIEF/F'S t:RFFNHECK CU-4 MECH COURT 152 LE NMOX/HS29-030 2454 2.5 29,600 C33-368 10.65 208 V IPH. 19.5/30 140 LBS, 3/8-3/4 22'x!2' Ey.401 ----- -- - --- -•- CL1-5 MECH COURT 152 LEHIKIX/ 1&'9-0602930 5 57,509 C33-60D law 208 V 3PK 212/35 212 LBS 3/8-1 1/8 IV 1 PRESSURE RfIIEF VENIt F-1,2.i 1 GREENNECK _ _- _-_ PtRO"DIF W/ROOF CURB 6 1101,111141 IRK son 29 LRS ClH-'6 ROF:F LEMROX/HS012 2400 1 12,600 SEE AH IU 10.85 208 V IPH. 73.5/15 t07 LBS. 3/8-S/8 v� v `3 --- - - -� -- - - - _ Reviewed � ct �-, ❑ Proceed as Noted 4- ❑ Revise and Resubmit �� • �+ ❑ Rejected z ❑ Submit Specified Item 0 Not Reviewed ILI This review is only for general ROJECT DESCRIPTIO conformance with information given and the design concept expressed 1n the Contract Documents Review 1s riot conducted For the purpose of detnrmining the accuracy and c(xnpleteness of other details such as dimensioro and quantities,or for substantiating instrudions fa 1a instollotion or performance of 4Z equipment or systems,all of whlrh remain the responsibility of 4w• Contractor as required by the Contract Documents. The Arc`lite(:rs review sholl not constih,te approval DATE PERMIT SET of safety precautions or,unl+ss n otherwise specifically slated by the 01 a5 0S Archltert,of any construdioTl means, �� DRAWN BY methods,techniques,sec fences or r� C3 T ,9 /. r procedures. The Arrhite(ys approval - T A.fJ. Of n specific item stroll not indicate approval of an assembly of wfncll the SCALE E ; item is a((wriponent * /p M_ Studio 3 Architectur , Inc. N I` O if > I REFERS NCE ONL) NOT API)IMvrn WITH •rtnoI PROJECT 95869 __ ___ _.___-,-...-.•.._....,..�„ �1r,Ise+�w.-....--••---•N•.....,, ,.,a..,_...,.,..,.,m ,� .:,...,. ,..� ,,..-:F_.:._,.eFIIERF..... CTI Ilillifll !!1111111 IIhI11111111111111 Illllllti I{Illliil IIIIIIIII IIIIIIIII (III (III►!►1 (III III) (III IIUYIIII 1111 1111 IIIIIIIiIII ! IMI jl Ifll 1111(III 1111 Llbif 111 IIILII IIID(III Illlelll! Itll ILII Illal�l�lll int 1i�+I tali ii i;i i� I I I n I I I I I N I I I I I Ina ul Intl I � I �I 1 1, ill LEGIBILITY STRIP o N I I I ► I I I I I I I I ' I IOmm.tds IQ I 1 12 13 14 I IES 17 16 19 20 21 22 2? 24 2'!5 2t3 27 2f3 29 30 n4 Y.4 1 1 IOI 9 3 MONI 9 1 yyI "rP"'F iI ,H�hl�, � I ��1 �, ,+�t ��1�� I � I (►,,,;� 11 U1 11 't 1 • 4 46f rl 4 s1 a! Tj, 1 �ReMwwc - rj ReNee a,d Rn.; REVISIONS y C3 Rej.ci0d ❑ Subrttil spe iw w ❑ Nol U ...d This r.vism is only for gwww axd0rntonn rriFt.iormd,on qw.n and the design conoW aaremd an �•'�� tlr Caves Donr+wtis. Renaa es not corAxud for th0 purpose of dew nm Ae omsocy ord V cornpltl0rs01s of qu ainslrudiont for asdirrtertsorts nd ot,im,or for %,h 'mrrI ON g w4kA lion or re40r xmM of reetpin Me IowaOtbAiry 0f 1he / I \ equgrrwlt or>+�,01 of w uch 1� / \ Corttr000r as rptrtr.d by** Corrrau Docu+rwrls The And+bas revww sf•ON not crntokft opprorol of soistf wvwL*X"or,Yam otiwwose spscAcak staled by" Q Ard~,of ony corwn cion meons. O U 2 methods,edvwlLm,»qu.10a or z promdurm The Ar + s opp ovW Q c / / \ of o s mck Aom shofl not rt&cf opprowl d on onsentbfy of which thr E O u ,, / ♦ �/ '� \` .Q rem K a convorwe / / ? VENT m�C FL.UES & Ca1![i115110N C z AN FOR F- a F-3 UP i�0l" R" i1 Tl $ 4 \ ,e taoy+crxryec TUONKTt0lt tar Studio 3 Architecture, Inc. J SEE DETAL/-J--.\ __: C Q o -04 / f t x Al 3/r -- - Yb \ / L34 > VC ct �[%q Y? i o- to cos w 00ar. ON bf-31AEs UXs -� PWARE aI >1 L 3 low 2CU-4 cu-5 - f� T / 7,8 I '�IT* CD- r7/1 225 LP 3w 300 100 a*225 xarc 0 �` la1 O riZ r 300 340 ' r — Q 1 S -W t'VC FLlJLI a CtjOH ROOF �� ' 1011 80 V t/t FOR F-1 UP Tle�q lett ROCF \� - - OuwAwtw T1]Y1NIUt1l011 It7T \ y b b0 SEE DETAL x q \ �" 147(10h 111 eJ(1 =10 22X 12 C� r 13 1 11 1 ` - � 22X12 1-1/4 14X60 IEY7i10 ) � tEX10 ut cess 6%&3w trrr. / t 6X1 a C� Cpkv LL-00. i3 I/ °'1 , x tvc rougwITION 175 t1 I 1 01 CD_ AIR MfTA1tF V �� 100 100 L2• FLUE DOMl1S7 Tr 200 - 2• PVC OOMOWT10N �, ct ^ F-4 Aft IftfMMGDAY }/4 SU DUA& F _ I 2• FLUE DOWIST S '/� �•�/ /� 1 -Q 'r -o � +� r ' Y•J t 0i i 1• .. 3�4� - -_---- - T. -T 4 I&XIO -1 72,,1E LOIAIER"-3/4' vxm" •r9=10 pC?x111111ED FROM Y-3 z ROJECT DESCRIPTIO �t 9 H VA C FL LQR L. A► YOU T DATE PERMIT SET IV 04 O.ti �05 DRAWN 8'Y T.A.G. Sl SCa11 118 1 ._O r 1�•"b Ifs CE ONIA N (�T,ApYiLpVED Willi TiilS PER N" M-2 lei - PROJECT 95869 .-. .. .flf '.f:.. tw IUIMMWM4n.•. G T•MNn.�•.R1M�b a.+. ...,..i..... .. . ._ .,....,.... ..,.......«.... .. .., ...... ..-_ __ ..........._..........,_ .-...............—......... ...,...r...,.....•.-......n......... w..... . n..��r .•w.w. _ l�ru�;lt,u� iii�i4;,�;�l�fii't�s"iliit�ii:.. `:., �t►lfi� j."`i j�'�j ' ,u�fllr��l�artuf�l�w�l�ll� : flml�llulllifluff�ifit'tl�flret�fti tji ► t to t#i Cf� LE ,� f 1iu 1fu Illi Iiff 9111 u11 l 3lLfTY $TIRK' C, 1 2 3 4 5 6 -7 !� tG 1 t 12 ,3 t4 1 1 r 1000** B tg 20 21 22 2.3 24 ?.s 28 27 2f3 29 3'0 ew , 1r Y t of or mill.it * r �cfltet .11Y Ot► s. .w r kj; Za ;ta y d' r s 146x;��lK tC � p, 1 F. fn .tUr ax ,'z r .......... .,..e;�,a.r•".._ww.a.+i.di.a'Ja!'�.y:.-:...:+.Y�Y.w4u+l..::1x..x,....y.,.� .....�,_.......W„„,.a.. . 19 Reviewed c ❑ Proceed of Noted REVISIONS ❑ Revise and Resubmit ❑ Rejected l•a t ❑ '>ubmit Specified Item ❑ Not Reviewed This review is only for general conformance with information given and the design concept expresshd rn Pt the Contract Documents. Reviews IJ not conducted for the purpose of - determiring the accuracy and completeness of other details such o} dimensions and quantities,or for U substantiating instructions for installation or performance of \\ equipment or systems,all of which _ a, remain the responsibility of the \ u Contractor os required by the J .o ControctDocuments. 1 he Archdect's Q ' review shall not rorsfitute approval 4- U / \ of safety precautions er,unless O T Z / \\ otherwise specifically stored by the i Q N_ Architect,of any ronstrudion means, 1_1 procedures. The Archlecfs a Ceroval v l LL inethods,techniques, OWE of o specific item shall not indicate opprovol of an assembly of which tf,e m N Item Is a component. P O G e� Studio 3 Architecture, Inc. f / Date: S 6y. � d f CU-3 CU-2 RTU-ict 7S 75 CL / RTL-3 RFU-2 ;.. I* GAS UP. CONTINUED MOM W-2 / \ � � J II I � ✓'� -6 CU cu -► CJ-5 a3 cn-4 75 C0-4W CID Ire ii 220 otr,�.l 140 140 to _j 370 MI v CCS \ 2 220 so 80 'fit* .sem.. 140 61 ,!U U �� 100 1602 18$12. -- 370 16x,2 1Fx12 I orcK �' �`— — — — - - - 210 4- �lr/ I "rso a� 1 , 1\50 -10 � ,Of Q 11S(1Ct 4[Q , I 1175 I V 1 VTR 175 sal 175 —\I ;Gr of 2 _-------- --- �� (4-- i -1" ccs nr+. cormNUFn ON ►w-2 V ^�� z ROJECT DES%-,,RIPTIO S I SJ. —n DATE PERMIT SET v, 04105105 — DRAWN BY g TA.G. SCALE 118g* I P-01P H VA C f I ODS' L A YDU T C� - 3 NOT APP>RUVEU PROJECT 95869 t _.—.,......_•�.._...._._..___—._._..,....__e.�....._...-......-�..w�1�^--__._..,.,__-. ... .. ._... ....-..... ,,. � ..,,,... ...,.. .... ., 5 fax" r•,91Yi*y; * . _ ... r .. ' r...,_ CtCmntrbrn`u.11 lc�imlll i!I,I Tillc^Ill'I!i.�:• 1111 I ! Ill1 111:1 1111 IIII 11) ,I..I.I.I 11111111 I s s+ m I• 'M4IY, 1111111 I111IIIIIIMtI.I"..IS iml dFCI@NLTYSTRIR I10 11 12 13 14 19 17 14 I 20 1 22 23 IIIIIII2II4 I`I 2�i l 5 ;2i 0i, 27 28 2� 9 s :9n 4�^ .... .. ,- w-_•, -r�y..r,y� to t .,, ,. lug 1 t i !�'J fl f • 1 • t, t ;c trr WillII „ . I Ir 'I'll, 4 lijildl I d I 111 Ll I i 1111 df f k .......... e i bL ..p 7 t7 4 i V' PRE-FAB CURB BY TYPICAL' ' RTU-•UNIT MANUFACTURER, li4SPIP IAG ,-6\4S -'`^ ----- NAILER STRIP - -'-- RIGID INSULATION (BY OTHERS) FLASHING (BY OTHERS) ❑ rroceed as Noted REVISIONS --� ��/ /--- ROOFING (BY OTHERS) Revise and Resubmit GAS � RTS /�� // CANT STRIP (BY OTHERS) ❑ Receded LEVELING STRIP (BY OTHERS) ❑ Submit Specified Item j — _— 13 Not Reviewed ROOF DECK (BY OTHERS) r this review is only for general conformance with information given / SlA°iI't Y and the.design concept expressed in �, -'- - --__ __ the Contract Documents. Review is t \ / RETLkMI — SOUND ATTENUATED DUCT not conducted for the purrose of determining the accuracy and ------ TO 5 FEET PAST FIRST \ RADIUS £LBOV, OR MITERED ELBOV FROM UNIT, TYPICAL. _ �'---- --' BLOCKING (BY OTHERS) completeness of other details such os ELBOW VI TN TURN' VANES. dimensions and quantities,or for U substantiating instructions fur installation or performance of m A r RTU DETAIL_ _F RTU R4'l�L1F CURB DE.-TAIL equipment t e systems,all of whist o TYPICAL AL — — — remain rras required of the z �M-4 SCALE, .040 SCALE by the W M-5 SCALE, NO SCALE Contract Documents. The Architect's -J o — _ —_ review shall not constitute approval Q �A _ of safety precautions or,unless ti U z otherwise specifically stated by the C Z S c Architect,of any construction means, _ methods,techniques,sequences or N U z r �1 FABRICATF_D FROM 6 VIDE procedures. The Archir^cfs approval W R . /' OMIT p r • of a specific_item shall riot indicate o N �.6 GAUGE STEEL. - /�� approval of an assembly of which the , ® SIZED TO F.i T UNIT BASF \ /� �` \ �� item is a component RAIL. // / � ta Studio 3 Archite ore, Inc. N ®NUMBER OF HOLD DOWNS (4) #110x1/2' REQUIRED AS DETERMINE/ TEK SCREVS — NXD A76W BY SIZE LIF UNIT. (MINIMUM j% / �i �\\� �t hy. OF 4 PER UNIT.) ! / RIYII- CUPS HOLD DUVN IS ATTACHED TO ROOF -.URB BY (4) — -- #10x1/2' SHEET METAL SCREWS. / 6' ®HOLD DOVN IS ATTACHED TO BY (4) MIOx1/2' \ / \ / ° ° ° SHEET METAL SCREWS. 1 O #110x2' SHEET METAL SCREVS ON MAXIMUM 2' O.1 CENTF_R � 0 0 ° HOLD DOVN CLIPS. SPACING. TYP, hUB B06W s'FE DETAIL �- B RTU CURB �^ELV41C CL IPS G RTU CURB MLIUN TING DETAIL 4� M-4 SCALE, NO SCALE M-4 SCALE, NC SCALE --� --- SEE INSTALLATION INSTRUCTIONS FOR SPECIFIC USAGE O _ DIRECT VENT APPLICATION TYP GAS CONAIECTI17N TO UNIT NOTE-- 12 In (305 mm) minimum height obove ' average snow accumulation. U q FLEXI&E GAS PIPE' ` DIRT LEG _ MIN 6' 12 In (305 mm) maximum t� without support PRESSURE TEST TAP GAS COCK ON BOTH SIDES CF REGULATOR GAS PRESSURE ---� 8 In (203 mm ct REGULATOR IF REQ'D rtlnlrturt TERMINATION N ASSEMBLY ^' (FURNISHED) GAS CONNCE-CTIUIV DETAIL_ H 90% FURNACE FLUE/WALL TERMINATION SCALE, NO SCALE M-4 SCALES NO SCALE (TYP) U xy � --- — — -- 11 ACTUATOR -- SLEEVE TO DUCT ,k \ CONNECTION 16 W \ DUCT SIZE AS INDICATED � v .:a FLEX DUCT SEE ON PLANS. GA. SLEEVE �, PLAN FOR SIZE --�� ^ , .r. ; UL LABEL HORIZONTAL �• 1/21V/ PRCVTI?E SMOOTH RADIUS � COMBINATION FIREJSMOKE 16 1 1/. xl SI p CONNECTION PROPERL Y - TYP) BDL TSIDES .1 DAMPER SUPPORT FLEX DUCT t FOR SMOOTH AIR FLOV —o SCREW, D TV TO DR-FUSER - L. J SLOE.SLEEVEOWY SHARP RADIII.S NOT `- ACCEP TABL E _ FIRE RATED 1/4' MIN CLF_ARANCE CEILING ��1 -- - FOR EXPANSION t Q, •, �-. ------- - -- 16 GA. SLEEVE �—LAY-IN CEILING DIFFUSER TN THE CAS,' Or ANY SUS. ENDED CEILING PROVIDE ACCES: DOOR IN CONFLICT REFF;4 TC► DUCT INDIVIDUAL MANUr ACTURES S- INSTALLATION INSTRUCTIONS D CEIL MG DIFFUSER CONNEC T TL�N CM4) UL_ RA TE-D FIRE/SMOKE DAMPEh? Ra,ECT DESCRIPTIO 1 M 4 SCALE, NU SCALE SCALE, N17 SCALE t � DISCHARGE AIR I IZ 1/8' VIRE ROPE (TYP OF 4) FLASHING 0 t_.= nw,e„Ln (FURNISHED' • I— DATE PERMIT SET O 26 GA SHEET METAL 12 (305) MIN, T ABOVE AVERAGE I1/2' CDX PLYWOLD SNOW ACCUMUL Al IO 0j a5 0S Is�li mirl L — - °Tr"" I 114`' LAG x EYE BOLT DRAWN (TYP OF 4) -2x8 eT SCALE SHEET METAL STRAP � NONE_ *SECURE CURB TO 1740E DECK CLAW - (NOT FURNISHED) WITH 2'x #10 SCREWS MIN, RU[� DECK (FURNISIIED> (CLAMP AND SHEET METAL STRAP MUST BE OF 10' C. FIELD INSTALLED TO SUPPORT THE WEIGHT r OF' THE TERMINATION KII'.) M �, . . �Rr.Nc:� ONI;Y ti,��r — 4 ROOFTOP COND. UNIT �rF eSUPPORT AND ATTACHMENT DETAIL CONCENTRIC FLUE —TERMINA1 IUN DETAIL NOTAPPROVrDwi��, «�� 4� c� 14-4SCALE)-N N�ftE - -" —' M-4 SCALD NO SCALE (TYP) 1 PROJECT � 951169 .,,,.. „ - r.w.....«,..-..-«-.,_..... ......,,.__y,...,.,,„q .Rawl....,.y�....-.,,,RyA,d1M..,..•... RTM.R•T.> wi......... -- ...,..-.,...a w".e.. ,,.r,n! . ._. .. .,, __...._.__. _..-w-_._.......... ,.__.._._.--. .na,rH -.— _.._-_........_.-AlJt4'YIQ^ P"WRPOWROf .. . ,w.-+• .,..........,....w...,w..,..•_..,.—._..+ :..w.+.+ •.www..w+,._.,...v_:w••,-n w:nr ,.r•vefe.ar ..rr,w-++wewn. wnmlt x+e-,,...ts.T^.. 4.,,l�,yrNx a.W,,...., 'i;� � i' I;I !Ili �Wih 1!,iiYo1 :111�i�1 - CPTI i" I I l'Iil,l ILII! I. Ili Ill IIP i f I It�liilli!Ii�liullhl�lll I i�lllllll�l�l�tll Iltlt - l,�II II IIIiN I I� II{lltl 11!111 I�I 11�II111111�1111111;�IIII�IIII�11 ii i l i iilI 111111 I J tOmrCn.t cm 3 4 A IO I 1 12 13 14 I9 17► 1EI I9 20 211 2I2 23 2a 2`3 90 '�7 E� 2I9 30 tit f' mr . t,, r11141 4 1 i n • I I fM '.h .., 1 . .. • _..u.Muxr —1 "r-n,._,:��. t t �u pa.Z, ,,}t r ---- _- �___- - ..�_--__ __._ _ - --- -- ----- -- ---_----- ------- ----- LIGHTING SCHEDULE _- (� --- -- - DRAWING INDEX ------� ELECTRICAL SYMBOL LIST ----- --�— �`-- - TYPE 'A' 2' X 4' RECESSED FLUORESCENT LUMINAIRE rEE 1 0 ELECTRICAL COVER SHEET 0 SURFACE MOUNTED LIGHT FIXTURE ® SPECIAL PURPOSE POWER RECEPTACLE [+ 18"1 [] SECUKNOXRITY BOX 2-F32T8 LAMPS. ACRYLIC LENS, 2.OV. (� ELECTRICAL EQUIPMENT CONNECTION � SECURITY MOTION SENSOR 2.0 ELECTRICAL SITE PLAN l J SURFACE MOUNTED EMERGENCY LIGHT FIXTURE �9 ELEC R TYPE 'AE' SAME A:i TYPE 'A' EXCEPT PROVIDE 1100 LUMEN - - - POWER;DATA POLE c � FOUR WAY SECURITY MOTION SENSOR BATTERY BALLAST. E3.0 POWER & SIGNAL PLAN - MAIN LEVEL mRECESSED FLUORESCENT LIGHT FIXTURE: L-� D EMERGENCY LIGHT FIXTURE ® MAGNETIC STARTER SECURITY CAMERA TYPE 'B' SAME' AS TYPE 'A' EXCEPT 3-432T8 LAMPS. E3.1 POWER & SIGNAL. PLAN - UPPt:R LEVEL RF_CESSE SAFETY SWITCH ® INFRARED DOOR ACCESS [ABOVE DOOR] TYPE 'C' SURFACE MOUNT FLUORESCENT WRAPAROUND E4.0 PANEL & MECHANICAL SCHEDULES RECESSED FLUORESCENT LIGHT FIXTURE. N 2-F32T8 LAMPS, 120V, ACRYLIC DIFFUSER. r FIXTURE FUSED SAFETY SWITCH ® SECURITY KEYPAD [+ 45"1 E9.0 LIGHTING PLAN - MAIN LEVEL N I ® RE..ESSED EMERGENCY LIGHT „ TYPE 'D' SURFACE MOUNT FLUORESCENT STRIPLIGHT. 1 MAGNETIC ETIC DOOR SWITCH CK =� RECESSED LIGHT FIXTURE ELECTRICAL MOTOR CONNECTION i 2-F32T8 LAMPS, 1 2OV. E9.1 LIGHTING PLAN - UPPER LEVEL SINGLE-POINT ELECTRICAL CONN. ® FLUSH AUTOMATIC DOOR ACTUATOR [+ 45"1 TYPE 'E' UNIVERSAL MOUND LED EXIT SIGN. STENCIL FACE RECESSED EMERGENCY LIGHT FIXTURE (� ln7 SECURITY DOOR LOCK WITH GREEN LETTERS. PROVIDE BATTERY BACKUP. SURFACE/PENDANT LIGHT FIXTURE PUSH BUTTON CONTROL [+ 45"] CENTRONIC DOOR CLOSER TYPE 'F' 'IRFACE MOUNT FLI)ORESCEIJT LUMINAIRE. r CONTROL TRANSFORMER 3-F 32T8 LAMPS, 120V, METAL SIDED. GASKETED. SURFACE/PENDANT EMERGENCY LIGHT FIXTURE ❑ f o I MULTI-SERVICE POWER/TELE;DATA ® CARD READER [+ 45"] TRACK LIGHTING SYSTEM pIDER130X IN WALL [+ 18"] TYPE 'FE' :TAME AS TYPE 'F' EXCEPT PROVIDE 1100 LUMEN m ` i o F (Sp S ) ® EMF_RGENC�AREITRANSFER EMERGENCY BATTERY BALLAST. � f--o+ STRIP LIGHT FIXTURE 0 DATA OUTLET [+ '8"1 TYPE 'G' 48" PENDANT MOUNT FLUORESCENT LUMINAIRE, EMERGENCY STRIP LIGHT FIXTURE DATA OUTLET [ABOVE COUNTER �r FLUSH ELECTRICAL PANEL [MAX 6'-6" TO TOP] I 2—F32T8 LAMPS PER 48" SECTION. UP AND g $ g ] RECESSED DOWNLIGHT DOWNLIGHT COMPONENTS. °" p Q DATA CUTLET ON CLC. � SURFACE ELECTRICAL PANEL [MAX 6'•-6" TO TOP] $ r r r, D U < Q �•] RECESSED EMERGENCY DOWNLIGHT TELEPHONE OUTLET [+ 18"] W/ PULL STRING FLUSH CONTROL PANEL LMAX 6 -6 TO TOP] TYPE 'GE' SAME AS TYPE 'G' EXCEPT PROVIDE 1 100 LUMEN BATTERY BALLAST. RECESSED FLUORESCENT WALL TELEPHONE OUTLET [ABOVE COUNTER] W/ PULL STRING SURFACE CONTROL PANEL [MAX 6 -6 TO TOP] o ®' WASH FIXTURE � ,r I TYPE "H' 6" ROUND RECESSED FLUORESCENT LUMINAIRE E Q COMBO. TELE'DATA OUTLET [+ 18"] W/ PULL STRING DISTRIBUTION PANEL 1-32W TT FLUORESCENT LAMP, 120V, CLEAR 01WALL MOUNTED LIGHT FIXTUR_ ALZAK REFLECTOR. 4 COMBO. TELE/DATA OUTLET W/ PULL STRING O JUNCTION BOY. z WALL MOUNTED EMERGENCY LIGHT FIXTURE - TYPE 'HE' �a►�c AS TYPE 'H' EXCEPT 500 LUMEN EMERGENCY z Q [ABOVE COUNTER] 3 cn �] ABOVE GROUND J-BOX BATTERY BALLAST. W W SURFACE / PENDANT MOUNTED LIGHT FIXTURE FLOOR BOX DATA OU1 LET e J-BOX - W EMERGENCY CIRCUIT Y O / TYPE 'J' 4" ROUND LOW VOLTAGE DOWNLIGHT. 5OW MR16 W a SURFACE PENDANT MOUNTED EMERGENCY FLOOR BOX COMBO TELE/DATA OUTLET LAMP, 120V, INTEGRAL TRANSFORMER. U LIGHT FIXTURE ❑ U.G. VAULT Z N V) ~ N W FLOOR BOX PHONE OUTLET TYPE 'K' PENDANT MOUNTED LOW VOLTAGE TRACK. REMOTE QU N J I6= LINEAR WALL MOUNTED LIGHT FIXTURE METER BAST. & SOCKET - :� d � „ I TRANSFORMERS, 120V. INPUT. I w�� ' OUTLET FOR WIRELESS NODE [+ 84 ] o W W rx r i LINEAR WALL MOUNTED EMERGENCY RXTURE ® DATA 0 C. CONDUIT TYPE 'L' WALL MOUNT 48" FLUORSCENT LUMINAIRE, "� Y ' TRE SPECIAL DATA OUTLET [+ 18"] I.G. ISOLATED GROUND 2-F32T8 LAMPS, ACRYLIC LENS. ' o �- FLOOD LIGH f FIXTURE I SPECIAL DATA OUTLET [+ 18"J u t m � 0+ �}+ "OLE ARM MOUNT LIGHT FIXTURE � r, W.G. WIRE GUARD TYPE 'LE' SAME AS TYPE '!_' EXCEPT PROVIDE 1100 LUMEN I �� CONTROL + 45„ BATTERY BALLAST. }g m 7 o LIGATED BOLLARD G VOLUME [ ] W.P. WEATHER PROOF m m N N' U TYPE 'M' SURGERY LIGHT, PROVIDED AND INSTALLED BY a w Z s W LJ N EMERGENCY LIGHTED BULLARD C� AUDIO/VISUAL OUTLET [+ 18"] G.F.I. GROUND FAULT CIRCUIT INTERRUPTER OTHERS. CONNECTED COMPLETE BY ELECTRICAL N d Q_ VIDEO OUTLET [+ 18 ] CONTRACTOR. w ' °- x. POLE TOP MOUNT LIGHT FIXTURE A.F.I. ARC- FAULT CIRCUIT INTERRUPTER ` Zb � �"� uj W ® ^ LL F C Z ('-Q1 '� ►, Hl' FIXTURE OO MICRGPHOiIE OUTLET [+ 18"] TYP. TYPICAL OF ALL OCCURRENCES TYPE 'SA' POLE MOUNTED 400W. METAL HALIDE LUMINAIRE, N a 3 =_ � BATTERY PACK E .ERGENCY LIG 1 40OW CLEAR LAMP, TYPE III DISTRIBUTION, 120V. p c oc COMBINATION POWER/DATA/TELE R FURNISHED OWNER INSTALLED PROVIDE 25FT. POLE. m �� o (e� REMOTE EMERGENCY BATTERY BALLr.ST ® FLOOR box O.F.0.1. OWNS I _ c T'r PE 'SB' WALL MOUNTED FLUORESCENT LUMINAIRE. 1-32W �,.. d STEP LIGHT BELL 0.F.C.I. OWNER FURNISHED, CON'rRACTOR INSTALLED s "' LAMP, 120V. ~ � CEILING MOUNTED EXIT SIGN C� CLOCK T.K. INSTALL IN TOE KICK I -(SIGN FACE) -J " VDOOR] Q TIME CLOCK V.R. VANDAL RESISTANT � WALL MOUNTED EXIT SIGN [+ 18 ABOVE Q CLOCK/SPEAKER WALL UNIT (D) EXIST iNG TO BE DEMOLISHED COMBO EXIT SIGN/ EMERGENCY LIGHT [+ 18" ABOVE DOOR] Q SPEAKER-CEILING MOUNTED (E) EXISTING TO REMAIN $ SINGLE-POLE SWITCH [+ 45"1 pi SPEAKER-WALL MOUNTED (R) EXISTING TO BE RELOCATED $z TWO-POLE SWITCH [+ 45"1 [ FIRE ALARM HORN/STRO13E [+ 88"] (N) NEW $3 THREE-WAY SWITCH [+ 45"1 10 FIRE ALARM PULL STATION [+ 45"j ---CONDUIT WITH GROUND CONDUCTOR $ FOUR-WAY SWITCH [+ 45"] Q + 88" NE 'RAL CONDUCTOR W U INTERCOM HORN [ ] $k SINGLE POLE-KEY SWITCH [+ 45"1 PHASE CONDUCTOR � �� Qi FIRE ALARM STROBE [+ 88"] im $5 SWEEP SWITCH [+ 45 ] \X PLAN NOTE MARK F ►� HEAT DETECTORU W W $S3 SWEFP SWITCH - 3 WAY [+ 45"] X MECH. EQUIPMENT MOTE MARK n MAGNETIC DOOR HOLDER X J > ❑ M W O LOW VOLTAGE SWITCH [+ 45"] `X SHOP EQUIPMENT NOTE NARK V Q DUCT SMOKE DE'1�ECTOR I $v MOMENTARY LOW VOLTAGE SWITCH [+ 45"1 OF PHOTO ELECTRIC DETECTOR OXX KITCHEN EQUIPMENT NOTE MARK KEYED MOMENTARY LOW VOLTAGE SWITCH [+ 45"]$ XXXXXD FEEDER MARK Qt IONIZATION TYPE SMOKE DETECTOR DIMMER SWITCH [+ 45"1 [+ XX"] STANDARD MOUNTING HEIGHT UNLESS� OCCUPANCY SENSOP SWITCH [+ 45''] I � OOp FIRE/SMOKE DAMPER I OTHERWISE NOTED ON DRAWINGS f„ ® FIRE. DOOR RELEASE $P SINGLE-POLE: SW. W/PILOT LIGHT [+ 45"] [D< BEAM DFTECTOR TRANSMITTER I ` m C u�- LIGHTING, RELAY n � BEAM DETECTOR RECEIVER U OCCUPANCY SENSOR m SPRINKLER FLOW SWITCH ao U N [] OCCUPANCY SENSOR POWER PACK 0 04 r N !a SPRINKLER TAMPk R SWITCH r` ` © P140TOCELL = > az �5 AUTO-TRANSFORMER DIMMER DUPLEX RECEPTACLE + 18" � £ W D [ ] W Cc�° � 11111 HALF-SWITCH RECEPTACLE [+ 18"] O 3 O 6 ISOLATED RECEPTACLE [+ 18"] I N Cc I '� � o IZ :. ' DUPLEX RECEPT. [ABOVE COUNTER] � •� r d7 DOUBLE DUPLEX RECEPTACLE [+ 19"1 DOUBLE DUPLEX RECEPT, [ABOVE. COUNTER] o o NOTE: NOT ALL SYMBOLS MAY APPLY DUPLEX RECEPT. IN CLG. U q DOABLE DUPLEX RECEPT. IN CLG. d FLOOR BOX DUPLEX RECEPTACLE -- -_-_ _---_- --- _-_.__� ��___ . Drawing REFERENCE WITH T11IS Pr U n x —- - -- NOT A[ 1 R of ,... -n..,-. m ,. :,..:. ,w.rm•,:,c�ws,Nwx,'fW:r. Jtaly.. .- w'Y.,. : d f4Nr X15 - A ,• i.1, ".ki4,l,i. 1{,e v-.:,,.. ,. , .., ,..... ,...._,,, .,w-+rerwrr w,..-. '+,r i:f.. -n'1 1 ',1 7!fr"'+.,qee^_. s:,gs!In9iern+l01",TAli+n-•— 'F^v w.1N,w....+M6ieiMlrwM Y,asH 'r: , f` s , ,. . . ,. . C(n IIII I II!I I!Ill ill II r 11 I Ili IIII!I I+!TICCIT ! :I l lill'lllll I!IIr ll!I I!!II Ilil I TUI({III I IIII III!I Ifll f IIII I till IIII I II'llI''I l}liII l� ....e11 I1r11, I ( 11 �lillIp11l..i1111I!I II! IillIlll lllli III Irllllll111111111 1I I IIIIiII`IIIIIIIII II1. 30� ?I 22 23 24 T 8 3 14 I3O wmarc� 1I� It20 5 w I, J , y , '1. ,. _.___' ........r,ua,�.........,:.....,.,:__.,._ti.,..,r:•c.,.._......:.....-.:..n. ,....w:.._-.._�..--,. _.�__.. .._.�,,.,. ti. .�_. -. -- ......��.a.a.xdscb .. MW - T`a �((7 C i j C t I er- • V f 0 I m 1 L I I •N � 41 Q" t l _ - ----- - -- 2.0 TYP.-IIF —...__ ..—- __ ..__ - - 10 #10 z i n In _�---- - -----� ---�-- --- �------� -- -- ==5Ao 0 0 0 0 �a 1 cL L"L Ad Ilih Idd 11111 X1FArl 'yyFACi r.7yp ACi OMF'ACf (iwFACT CCJ�.l•'=*� "�.CT QMOACTCIiAC1 CIIPACI AC1 ACT (111VACI OIiACI ACT r ,� i TRANSFORMER 1 z a I \ r PAD- Q - - -- < c: r _ - AL UR 2' -j 1 � NS 3.1 ,�' / vS J MAIN I Tin 2 i I / '��► W� � F r / PANEL _ V) LAJ o � / J At }( cr LAJ LA_ pp zz v J w m N / / • LLrJ w CIE cyX w / 9CD 2 = SA Q ~ � V) n PP . / TELEPHONE / a / V / Trr r / - ANCHOR BOLTS SUPPLIED — / • -,r TH ------ - - ^--1 � NISTALL PER LUMINAIRE MAN POLE: —METALLIC BOLT COVER � / --- T INSTRUCTIONS. FINISH TO MATCH POLE .-- ° GROUND BUSHING GROUT POLE _ _ - - - -- - -- - - -- - - - -- — _. - w� -__ - ._ - - -- - - - '��' ° • BASE 24., c IAL 1 - - - -v- - 9 FINISH GRADE J z / r . / (� J a , / �t// r. Iz d. 24" I H iL1 U F_- �-- --�_- a -- ° CONDUIT- �� a .< ice' Ell o - d I #2 RE-BARHOOPS KEYED NOTES : (HORIZ. CTYPI AL) 72„ 1. PROVIDE AND INSTALL TRANSFORMER PAD AS DIRECTED BY PGE. 2. PROVIDE AND INSTALL 1 --4" PVC SCHEDULE 40 CONDUITS FOR v PRIMARY POWER. TERMINATE AS DIRECTED BY PGE. 6 EQUALLY SPACED-------- PGE VERTICAL. #5 RC-BARS � 3. SEE ONE-LINE RISER DIAGRAM FOR SECONDARY CONDUITS FOR ON 20" DIA. CIRCLE n � PGE SUPPLIED CONDUCTORS. CAST CONCRETE BASE------,\I 4. PROVIDE AND INSTALL 2-4" PVC CONDUITS FOR TELEPHONE SERVICE. COORDINATE WITH UTILITY. a - � _� � L .-.3 ti 5. ROUTE. ViA EXTERIOR LIGHTING CONTROL. � 24„-�. ® ` a cr �� a- Z > ~ a 4 S7 ELEOTRICAL SITE PLAN - Z / 2�_ UJ POLE BASE DETAIL _ 30 SCALE: 1"=20'-0" p 10' 20' 40' E 2.�� SCALE: N.T. 4D � O0 cc It > L Olid w— TJ IMP V t Rf U REF ERI'.��Cli T•1 ,►, Drawing NOT APPItc1\'I't) , of "r.,rwrwwwwla y,. ,. F Cm I hnu 111111'.1 cul nitlnn In, Illllun II�IIIu; Inllnn ulllnilllnll 1► �u u11 lull,111' inllil 11111 1I `I`jiul ullliul� i I ilii lill (NI Ili! III1+1111 (Mll�ilil NIIIIIII (N1�1111 II{1111 IIIIJI111 lilII i; I I I. I ( I I I I I LI~(3181LITYSYRIP co J ; IO 11 12 113 14 1 18 i7 IA In 20 21 22 -1 24 2s� 2f� 27 2e 2sa 30 1 1 1 I. I u- 4a.; N_. E y Jr -yl r! Pf i j 4:14 d(1h�J J y F ' llY ar TYJ<A i1 F ,F g� , 7 07 I•�• n 1 - 2 / c 26 F TERMINAL/CURRENT 2 a yoz \ \3 TRANSFORMER COMPARTMENT�E3.1 > <\ � ECH —MAIN DISTRIBUTION o- 1 �i 7 1b5 �- PANEL 2 i f �4 MENsF.I. G.F.I. E3.1 /. WAITING E. 101 RESTROOM \ 103 v v 16 \� G.F.I. "G.F.I. t WOMENS EXAM Ln -, EF REST OM 106 \' i Ne OD i d A 0 ��----------__ . � 9 J 104 i .F.1. { EXAM 2 v 26 24 26 ?07 FOYER o c 2 RECEPTION 1$ 108 r pp gg 4 A-10,12,14 XAM 3 32 30 ` 2�, 18 DISCHAF 109 18 10 _ 7 / RECORDS t 21 A-1 6,18,2( 150 V/ ULTRASOUND 10 10 �r. 12 \ xAM 4 G, G.F.!. I 1 30 �� 110 22 INTERNAL Z Q 32 32 MEDICINE 0 w / ' 115 116 7 N J EXAM -? EX,RM� DAY OFFIC 20 12 / 14.�Ae . n fW- W - 146" A 111 G 2 113 ti 117 �W- U \ rt ; EXAM'"8 - W> ~ Q. A 22,2 �� -.14 � r . 0 1- 32 ( 'T47 `� 20 cn w $ HALL G.F.I- HALL 18 ' 14 MANAGERS !" G.F.I S\ 144 22 2 112 �� "" 8 / _ _ 28 W� rn J 149 30 EF, � 145 'A' 30 C� .� � PNL. A ", � `�. A-•34 � _ - _ ' a 9 PNL. 'M' / 22 j> 27 A-6,8 ,32 A-27,2 27 29 w 30 Q' SURGERY EXAIiR, G.F.I. 4 5 z, m N PE TRO q-38 27 137 EF 8 W.P. 17 ?�. ', 17 G.F.I. �.-,.- r--� r--1 30 30 81 tat 25 Q, 7 _ �� - _ I I U w w MECH \ \ ORA i TREATMENT �— 1 `--� `--� _-_ ---- > E 9 a LX48 AGNACLAVE , ---- Q °'m w 1 A— "� 9 2,, , 11 a 15 II 17 `��CV N c�7 `L 35 / oMPUTEa. 28 G. .1 q-21,23 25 ; 29 > //' IL mm w 4 srRA&R UL ASONIC.� �/ '13 - CT ROOM STAIR 1W LD 143 $ - ' 1 5 X-RAY 15 1 Z3 CENTRAL S-2 fi x - W PHARMACY 1 �� 120 STORAGE I LL 'c Z \ \ 1 W.P. 3 9 m w _�C33 140 ^, PACK �\ r 1 - 124i G.F.I. <n J 3 F=-- FIRE ALARM PREP 1 PRINT Q 3t 33 A-31,3 < ?.1 SURGERY 19 �' F 19 a D PANEL- FACP � 2 138 ,/ PREP � � _ROOM I'� 9 125 �9 � TELEPHONE ,/' 21SURGERY 2 135 ' j PNL X-RA 121 I I r . 1 G. O (/1 IJ 15 HALLWAY 17 _f L_ I RE ROOM TERMINAL AHU 21 tis ��\\ EF 15 3 3� \ tts �'�G 1 6 --- ~ N 6 23 Q ��i 5 �'� 15 IOU 3 6 HALLWAY _- _ 0 8-17,19 , 17 15 EF 133 � 122 � 6 '�3 I. 27 3 EF DRILL13 / BATTERIES' 9 4 17 STAIR STAIR i! — 1 '; 'I - '' LAUNDRY s�t FooO " I; 1,13,15 -1-277DRYER011 SURGERY 3 �:- !- PREP I „'' .._ \_/ 27 27�,,,. 13 I 13 I t3o DOG- BATTERIES 11 8-20,22 A-15,1.7,19 134 "' ASH CAT � _� I � WASHER 2 17 - - - X-RAY 13 wAl� F.I. ] t� F'Itll 'B r... 10 132 131 111 6 I ;1 t DRYER 1O Z 1 8-27,29,31 �___ ;;', ;I' 11 B-24,26 Q Dili WASHER O _j ,' ;; ; MECH a- `" 128 B-28,30 a W C, EF FEEDER 4 W 2 J KEYED NOTES: O `� z 1• PROVIDE 120/208V, 10, 4W, 30A CIRCUIT FOR DRYER. PROVIDE � 30A, 120/208V, 4P DRYER RECEPTACLE. W 2. PROVIDE RECEPTACLE ON DEDICATED 20A CIRCUIT FOR CLOTHES 3.1 WASHER. 0 (L b. 3. PROVIDE RECEPTACLE ON DEDICATED 20A CIRCUIT FOR FEEDER. 4. PROVIDE 120V CONNECTION TO IGNITOR ON GAS FIRED WATER HEATER. L 5. PROVIDE 120V, 20A DEDICATED CIRCUIT FOR RECIRCULATION P!JM^. COORDINATE CONNECTION WITH PLUMBING CONTRACTOR. C m 6 EXHAUST LEDFAN BY DIVISIONCONTROLLER PROVIDED BY DIVISION 15 ANDINSTALU 1 7. FLUSH DUPLEX RECEPTACLE WITH RECEPTACLE COVERS. L' N f` J ! ti 8. PROVIDE PANDUIT/WIREMOLD WITH RECEPTACLES AS `' �. MOUNT ABOVE BACKSPLASH. - a Itr � � O 41-• OD W a 0 IX 1 _ •� ; 0 LES_.�) POWER & SIGNAL PLAN - MAIN LEVEL 4CiCALE: 1/8"=1'-0" 0 4' 8' 16' �'' O Q O U a0 U , t Drawing •R�NC�'- U s�� ' X RppR vLpWlTNT1-i (� r NOTA 0 17 0 F of .. _. -__.-» ..- ..`..-...,......w+w. ..w•wT+-•+ ..+..«..v. ...rr,r•.w..nww—.w.nl ,FI.VNMp1FlM!! P1�1b1YW+R1►+ki., .:RMCtltd!W� 1;. 7#6'�k`R III IIII IIII IIII IIII Ilil IIII IIII lilt IIII IIII II11 IIII Uil III �I11 IIII tll III 1111) IIII I I III ^ I � I I� I IVI�II 1 1111� III I I I III! ( 111111 �ill!1!ul�n!I IIII�IIIII1111�II11�1!Il�llll�llli�ll !I II I nlillil�lul�iln�{II'I LEGIBILITY STRIP � I � � d � � � b � II0 I�1 .191 131 14 Iles 1`;• 1 e II 2! I1 I '� {{ IOnT.1 cm 9 O Y 22 ;3 �.� a 27 2e 29 3O , OI Ndrut rYtotr '" t 11 I I • 15 R L � 00 �'�" *Ile ' r L• , t .','1�k9p. ' rtl, - P .,. k. Pc 16 �7 MRI 15 EXTERIOR LTG. / 10 I L - - J 1 2'4 150A-3P SECONDARY 1504 CIRCUIT BREAKER 19 -DRY-TYPE TRANSFORMER 15,21 ,27E---Ffii- F / 480V KSECONDARY208VPR3M4ARY/•17 EDPANEL PANEL PANEL _ _ PANEL .A. ,A. .A' ` i' 'XRAY' L )CURRENT TRANSFORMER/- '> / TERMINAL COMPARTMENT 11 2004) 2004 004 700,3 1004 - -10 METER 8004 "�4 00A 1 200A 1 200A 1 400A t 00A 1 I \ 3P3P J 3Pl 3P J 3PL_ - - - - - - - - - - - - -\x / TO PGERBODA BUS TRANSFORMERMAIN DISTRIBUTION .JOX GROUND BUS $ 9103 PANEL A X S \ CU1 ONE - LINE POWER DISTRIBUTION DIGRAM 120/208V. 4W = _ jCU , 2 \\ W W \\ ~ A-28F 10 is j RTU / RTU\, i AFEAIMENT /` I� '' W ? 3v..�� 0.•!F W J. �yi � 1 / I I -_ --I `• : .i 6 coKrtRD4a 6 4 6 ® oma 4 oma 4 oma 6 O j7 "'v 4 4 W.P. a< 6 6 4 o.F3.:,, LA9 22J LOAD SUMMARY JA ', HALLWAY / IAADTYPE TOTAL 6 ® 2 201 �/ DECK T _P 210 PAM HODS R�r i TING KI'ODN IP MO10R5 MI5( /j� 6 `tel 8-14 C. J PAM 9NI Dow o 0 1W 0 u JAM 1'A / \ '\ PAM IT loan 210 la o Lex a aAp1A \ DISHWASHER 1 2 Rw 2 PAM M ED 11may/ 0 0 0 0 0 0312 0 03L VA 910RER7 Mu 0 u o 0 91.000 0 0 ".010VA 44 2 0207 B-2,ti,4 Z 4444. zo1 Q II I o NPtl a 0 0 0 XOM 0 0 MAN VA -" 2 OVA 'I EF 2Ld J J OVA 10 OVA Z W /VA fn LU W Ivn '6 O_ OVA KEYED NOTES: O w 0. Il^ 1. PROVIDE WEATHERPROOF GFI RECEPTACLE ON CURB OF HVAC UNIT 12. PROVIDE /3/0 BARE CU. GROUND TO FOUNDATION REBAR. .. OVA FOR CODE COMPLIANT MAINTENANCE. 3 a 1.A 13. PROVIDE /6 CU. GROUND TO COLD WATER PIPE AT PIPE ENTRY TO CL d 2. PROVIDE 120V CONNECTION FOR IGINITION ON GAS WATER HEATER. BUILDING. TOTAL MmT 33410 LIN IN 111 9AlM 0 165"1 VA 3. PROVIDE 120V, 20A, DEDICATED CIRCUIT FOR RECIRCULATION PUMP. 14. PROVIDE 4" X 4•' X 2•' DEEP JUNCTION ROX ABOVE PANEL FOR I(YHP FAC_ Ia I 1 FUTURE SPLICE TO EMERGENCY SOURCE. nAb 21.+0 leo la HTW 0 r+l»VA 4. PROVIDE 120V, 20A, DEDICATED CIRCUIT FOR WASHER. 15. PROVIDE AND INSTALL 2P-20A ELECTRICALLY HELD LIGHTING ullocr M030R laATmuv PA!+EL 5. PROVIDE 120V. 20A, DEDICATED CIRCUIT FOR REFRIGERATOR. CONTACTOR IN NEMA 1 ENCLOSURE ABOVE PANEL. PROVIDE C MANUAL OVERRIDE FOR EACH EXTERIOR LIGHTING CIRCUIT. E • loch •Ma1 RALk T +II A IfV2M1u PB4W'IM 6. MOUNT DUPLEX RECEPTACLE ABOVE BACKSPLASH. O 16. 120V, PHOTOCELL, SINGLE POLE, MOUNT ON ROOF. V ••I24'A UP ul1�Sr M111oR• O.P.uP lwuvice 7. MOUNT DUPLEX RECEPTACLE FLUSH IN CEILING FOR FUTURE PROJECTOR. 17. PROVIDE AND INSTALL 208/48OV, 30. DRY-TYPE TRANSFORMER FOR m J i N AI VIRE FEFDFA SC HFDLM1E +WIRE FEEOEA SCHFDL'LE 400V, 3/ MRI. PROVIDE CODE COMPLIANT GROUND TO STRUCTURAL tu. J , R P 8. PROVIDE 4/0 DEEP JUNCTION BOX WITH 1-1/4'• EMT TO STEEL. Y TAG AMP % r 0W0.CTOR anLmD TAc AMPFAAQ clJnaTr - oor+ouClvll au.+m ACCESSIBLE CEILING FOR FUTURE AV SYSTEM. O i ala w v'^ vl0 n0 mn m IT 14.10 Nn 18. CONNECT OWNER SUPPLIED 48OV, 34, MRI. OBTAIN INSTALLATION Q a Z DOE 0 yr 3a OR nn N w ..I p 9. PROVIDE AND INSTALL TERMINAL/CURRENT TRANFORMER FOR PGE DIAGRAMS AND INSTALL COMPLETE. T S L7 m w rr 3" p as 0 11 4 c p TERMINATION. b 44 LU b olm n Ar Jb a BIw p Ivr 4b p 1 19. PROVIOF. AND INSTALL 150A-3P CIRCUIT BREAKER IN NEMA 1 O 401 � 2 OAR A 1• 314 4 m14 A IIM• 40. IS NISI 0 IW 3I3 p 0114 o IIle 441 p 10. PROVIDE AND INSTALL METER BASE PER PGE REQUIREMENTS. ENCLOSURE FOR SECON°ARV OVER CURRENT PROTECTION. OBSERVE - m O elm N Ivr 3 N = I p 004 _ yr 4.3 p 10FT. CODE TAP. C 114 nrr - 30 p Ian la IIT u: p 11. 1-1/2" EMT FOR MONITORING CONDUCTORS. O 3 1 ISI 121 1 Lr-_ JNb 1111 !r 1 1'r 4.1 16 ` Y CI}0 IZ - +H 11? JILT b IW r 1% r 4110 b ff- 1+11 I• r 30" N I1++ r 4120 O N FLam a r 31Ya I4 ]]alll 11U r 4130 N U53. 121 r AN0 02 L4 L 2L^ 4wn I1 d 21m ro z 7 3.210101 IS 1.14 ro r 4.aaccT4 IS ,am a r NVRS1 12 Joel 14 r 4Nl01cu 11 1 POWER & SIGNAL PLAN UPPER LEVEL 4010 4m '4- nwuv •20 0n _ 4m r 4•90101Ic174 .ISI -- -------- Q a.n ea •A•FAOI vJ3attw R9 em4 ew nrTACTI W 401301101 NAI E3. 1 SCALE: 1/8••=1,_0,• 0 4 8 16 (J . YO I r rmc Tt_ifjW TV 120 1001 i - rOA�mm W, 4020MCM 1%V dam two 4o yr ucr W 3laaut4 12v InN4 I1gI . r ud WI 4rCgLCT4 •xv II® 1A r W - A•3AMiLM IAV im um rFA4a1 W. EIEEJl a" IYW 101 f W. 31%aWxm 040 11001 1ea4'6A01 W/ •l17KTI NO 20s r W. 1.9PX01 .zacT:1 Nm4 w rPwaWl 4.w01ccal .zvn[M .•P�NCEpN� I Drawing 0 -S1N0 WI ]o11�f01 IL11Wcm 210)4 2•a !41 mo!W 411nOr.(?I 13A.,01 FEN-• wITN TITLS PLR. ANSI f WI )144 1000 4"FAII!W'I 41AOaFM 1�3t121 2� �/1PYROVED� a f �l � NJ ❑ lJ T , .,. 4444 ,u!_..y��`i..,•r :.^ y _ _ of .,,. . _ __._..--.-�...�-.••••+.a�.•w.-�.�_-_ _._.._._. '--:ae¢i�llq�-__,- �..... _..-. 4,444. , _ _ .. __, _ ,�. y STM CM� �gi1�11i 11111 III�',I:gIII11111i Inl�l nil��ln IIl�I lliil Ilillili�nl�Il lil IlJliii 1 lu II'...i:illli 9 1 91 1 I Io.K.'. - 8 IO 11 i2 13 14 16 I / IB IP 20 21 22 23 2A 25 26 21 28 29 30 .. _ - _...:.....,.-_ , 1 1). OI - Na1I • I,1S 25X y »;4; e0) 11 1iilhtlldllrlaltdl�11A111, I 1 b08 S www 1 9 P? y �Ill�rf:•I 'i 1 MECHANICAL EQUIPMENT SCHEDULE a� Symbol Desuipb , Vofmge Ph SNF, VA MCA COnaun Wue Panel Cncud Nokes Number a t] Mark RTU 1 ROOFTOP UNIT 01 20c 3 16 3/4 3010 M 1.3,5 1 RTU-2 ROOFTOP UNIT#2 208 3 29 1 308 M 7,9,11 1CD RTU-3 ROOFTOP UNIT#3 108 3 29 1 #8 M 11,,15,17 1 _ RTU-4 R(KIFTOP UNIT 84 208 3 29 1 308 M 19,21,23 1 U-1 CONDENSING UNIT#1 208 3 14 314 3#12 M 2,4,6 1 U-2 CONDENSING UNIT#2 208 3 21,2 -1 3#8 M 8,10,12 1 (n U-3 CONDENSING UNIT#3 208 3 164 314 A10 M 14,16,18 1 c U-4 CONDENSING UNIT 04 l 208 3 19.5 3/4 3010 B 32,34,36 1 to U-5 CONDENSING UNIT#5 208 3 21.2 1 3#8 B 36,40,42 1 L U-6 CONDENSING UNI'!#6 208 3 75 112 3#12 M 32,34,36 I 1 I HU-6 A!R HANDLER.UNIT 208 3 16 314 3#10 - M138,40 F-1 FURNACE01 120 1 12A 112 2012 M 1 25 1 F-2 FURNACE#2 120 1 12A 112 2#12 M 27 1 F-3 FURNACE#3 120 1 12A 12 2#12 M 29 1 F.4 FURNACE 84 120 1 12A 112 2012 M 31 1 co 1 F-5 _ FURNACE#5 120 1 12A EF-1 12 2#12 M 33 1 EF-1 EXHAUST FAN#1 120 1 - 62A 12 2012 B 25 1,2 EF-2 EXHAUST FAN#2 120 1 1 34A 12 2#12 B 25 1,2 EF-3 EXHAUST FAN#3 120 1 77A 12 2#12 B 26 1.2 EF-4 EXHAUST FAN#4 120 1 77A 12 2#12 M 20 1,2 E CL EF-5 EXHAUST FAN 05 - 120 1 77A 12 2#12 M 20 1,2 d o EF-6 EXHAUST FAN#5 120 1 77A 12 :012 M 20 1,2 FF-7 EXHAUST FAN#7 120 1 77A 12 2012 M 20 1,2 EF-? FxHAUST FAN#8 120 1 1/30 12 2#12 1,3 :F-9 EXHAUST FAN#9 12" 1130 12 2#12 1,3 F,--10 EXHAUST FAN#10 120 1 62A 12 2#12 B 25 1,2 EF-11 EXHAUST FAN#11 120 1 62A 12 2#17. B 25 1,2 z Q (n J L-1 L.-1 NOTES ■` F-- 3 1 CONDUIT SIZE AND DERATING AS OUTLINED IN THE NATIONAL ELECTRICAL CODE W 2 FAN CONTROL SNATCH PROVIDED BY DIVISION 15 AND INSTALLED COMPLETE BY DIVISION 16 - Ln W o� t/i J z2 Q 11 3 CONNECT TO LOCAL LIGHTING SNATCH TO CONTROL HATH LIGHTS W`, (� mw 1- _ L� � PANEL SCHEDIILe: 1 PANEL SCHEDI',LE '` � PANE1,SC'IILPIiLE .z LTJ 'li()li?r'ITNG PAS%DL:13 MKE&ASSOCIATES.FNC MOUNTING PANEL: I\1 MICE&ASS) IATES.INC MOUNTING z� >-- N MICE&ASSOCIATES.INC FLUSH FLUSH u W ls' 0 PAN4J,: 1 t� FUISH Lv „ m z CE > C_OD E: 208 CODE: 208 CODE: 208 a ��r � � -*- CODE: V1 LOC' r{ALI. 1 34 ,„z iv cv 7 [L l(P l i:11 1. 144 LOC: LAUNDRY 127 2~z m o �' L� J VOL is PHASE. "IRE BUS&MAIN VOLTS PHASE "'IRE BUS& MAIN VOLTS PHASE N IRF BUS&MAIN' a��Lo L a E a- x W 120208 3 4 200A MLO 120/208 3 4 20UA MLO 1201208 3 �4 '_00A c a � 3 I ( 1►FS('RIPTION VA A/P No. A R C No. A/P VA DFS(-WTION C (' DESCRIPTION VA A/P No. A B C' No. A/P VA DESCRIPT)ON (' _ I �' UEtiCRIPTI_O\T VA A/P No. A B C No. A/P VA nFSCRB'TION O cn � � � ~ 1 - I-REC1PT Wo 2111 I ( 2u/1 IBINr I,PAW- NG 1 I l:IST FIR 991 211/1 I • l ' 2011 1441 R 2ND Rll'-I 1+1'li 5'1 I 211?_ I6R0 ( '-I 6 O I I (Y)RRllx)K 7Nu1 2071 3 4 20/1 950 I,EXTERIOR� I 1 L:IS-r FIR 7Ri 20/1 I 4 20/1 14!11 __ R-2ND - 2 6 Iv;n-t • t • !�) 6 = Ly s 1, 20/1 1441 R-2ND 2 6 1920 • 5 1680 6 1 L kC)RR-NL 1197 2111 5 6 20%1 1080 A-TREATMENT 2 1 L-NIAMERG 630 _ 24 1 - — 465 +0/1 7 R 2:)/1 1(18() R-TREATMENT 2 1 L,2ND FLR 1.430 20/1 I ' •I 8 20/1 720 R-KITCHEN 2 6 R'TU-1 3480 45/3 ? I • R JS/3 J 2544- (1 ' (, I L.ENDOdNF1CF '' _ _ _ I I LcII►((3RY 12(19 20/1 N i l0 24'! 91x) I R-INT f1ED 2 I L-2NDFLR 756 2(VI 9 l0 20/1 1280 DISHWASHER 4 6 3480 / 10 • 2541 6 2 R-[XK;\A'ARD (4411 20/1 II I' 201 820 REFRIGERATOR 4 6 • 3490 11 ' 12 2544 6 I LISUR(nY 1500 20/1 11 I 12 20/1 900 R-ENDO 2 --- - I LNVF.MERG 724 20/1 i3 it 14 2011 900 R-IAB 2- 2 'R-CAT/X-RAY' 9(X1 NY 13 14 20/1 720 RECIRC PUMP 6 h RTU-3 3480 45 3 13 • 14 2513 1968 C1!•3 6 1 R-Sl!RG 131 'A 0) 20/1 15 I • It 2(Y1 I11R0 R-[a AMI 2 R•X-FAY Im) 2011 1� ( I 16 20/1 SPARE - 6 ° __-- 3480 15 • 16 ' 1968 ' 6 3 2 R-SURG 141 9(K) 2N1 17 i IR 20/1 9(A R-EXAM 2 2 2 R-STORAGE 720 20/1 I7 ` I !R ?(11 SPARE b 348(' ' 1? i IR • 1968 ' <' s 2 R-PREP 135 9(K) 20/1 1) 20 20/1 900 R-DAY,ULTRA 2 2 R-ISO 91X) 10/1 19 20 30/2 2101! DRYER 6- 6 RTU 4 3480 45'3 19 20 2111 430 E! 4,5,6.7 b 1 - - :- R-S1;I(G 139 91x1 241 'I 2' 2011 1(180 R-EXAM 4'S 6 R-FEEDER 87(1 20/1 21 22 • 21("� -- ' _ r, 6 • ?4ft(I 21 22 2(11 SPARE' 2 R-SURD 119- 90(1 231 23 ° 24 20/1 MR) R-RF.(:EIPTLON 2 6 RECIRC PUMP 720 NY! 23 24 34'2 2100 DRYER 6 0 • 14811 ° ' 14 2011 SPARE �.� U R-ULTRASONIC 91K1 2(41 2' :/, - 21Y1 I(K(0 R-WAITING 2 6 EF-1,2.:,,10,11 400 20/1 25 • 26 • 71(KI • -- 6 6 F-1 981) 20/1 2c 26 20/1 SPARE R-%URG 117 900 2(11 • 'r. 2(/1 11>ra1 R-EXAM 2 3 R-ICU 720 I 2(11 27 • 18 20'1 12(x1 WASHER - 6 6 F-2 980 20/1 27 28 7.(11 _$PARE Q Uri -- .e0 241 29 30 2011 INK) WASHER 6 6 F-3 980 20/1 29 • 30 2011 SPARE _ .J K-SURG 137 'xK) 20/1 24 )n 20/1 R") R-MANAGERS 3 - R-ICU _ --- _ U R•TE1� TERM 72(1 201 31 • += 2011 11KK1 R-EXAM 2 3 R-ICU 720 2011 31 • 32 30/3 2340 CCH 6 6 _ F-f -_ 980 24'1 31 32 10/3 8X2 (U G 6 W E 2(V 1 33 . 34 • 234() ' 6 6 F-5 990 20/1 33 • 34 ' 882 • 6 W R-SER%YR� 7111 20/1 33 14 20.1 54(1 R-TREATMENT 2 SPAR _ _ — SPARE 2lVl 3S 3r 2(1'1 4(wl FACP 5 SPARE 2(V1 35 • 36 • 7_14() - • 6 6 CIRCULATION PUMP 720 20/1 35 • 36 • 8K, _' 6 U SPARS 20/1 17 ?R :i0'I 22(x1 MACNACIAVE 5 - SPARE 20/1 37 38 35/3 2544 --r l'S 6 _ SPACE 3i 38 25!2 19:0 AHU 6 6 cn SPARE 2411 39 a ----- -- SPACE SPARE 2:v1 39 • r0 2544 _ • 6 SPACE _ 39 40 • 1920- F, Z SPARE 2(1/1 41 42 2`44 • 6 SPACE 41 • 41 SPACE. SPARE NY1 41 ' 42 SPACE Q Q iIIAA_SD�EI�'� !IIA rmlt n", JVT INA) FAi79$ s;QnztuAQ IDAR,CUDE(VA) MA MR PfI_C. I41Al,IVAI FACM9 CODELOAD LOAD CODE(VA) PITA PHS PHS ISZTALLKA) F9S'T4S 4Y2L)�1C►,�►1 ttiy, I,. v 7 9 I:5 II.Nul L LIGHTS 1.430 1,536 6111 4.s9b 125 I 3,745 1 L1(il{FS 0 o u 0 I'_S 11 k:`( I ,.)TTS ),1105 2 lw 2,69 .441 . �J RFCEPTAI'lF. T,S60 11100 7,740 �7,41w1 ° 16,T10 2 RI3UMACLE 3,960 2,SR� 3.tan1 1111)f111 10,011) 2 RECEPTr1('lF 0 0 0 0 • 1i r 3 HEATING 0 0 0 0 ;.110 0 3 HFATINQ 720 72(1 720 2.1(x1 1.00 2,160 3 HEATING 0 0 0 0 1.00 "�tYel .; 0 1.280 R20 211x) 1.00 2,1R) 1.. t KRClIFN 0 0 0 0 1 01 0 4 fUTCHFN a KRCHEN 0 1 0 0 1.00 r ! ` E()IILPM If 2,2m Il 4111 2,Mw1 100 2,6(x1 5 IIPMENf: 0 0 0 0 1.00 0 5 B0IiIPMFNT 0 0 0 0 1 1(10 r-• N 0 t •• 0 6 MOTORS 10,204 9,054 8.904 28.162 •• 30,070 I 6 MOTORS 23,764 2'1,314 21.134 68.212 •• 7n f, 6 MOTORS n n ( r4 7 MISC 0 0 11 0 100 0 7 MISC 1) 0 e 0 1.00 0 7 MISC 0 0 0 0 11n1 1. ao U 7•N 1 21,10 TUrAL(VA): 17,314 L`.114 14.674 4ISFLR} N.W T)'IAL'%'A): Z 7_7 ZU14 2LD4 SaQ TOTAL(VAk 1}.S�t L.414 L• t!'.' �?1 � 0. d lAR(�ST 1gTOR 11\'A TOTAI fAAD: 1t A ('ODEDONrsND: A.,\ LARGFST MOTOR- 1,541 VA TPTALLOAD: 131 A CODE DEMAND: 13'1A LARGRSTMOTOR: 3.480 VA TOTAL LOAD: 190A CODF,Dt7NAND: Iv^.A =+ ('� r K! (HEN 1PMW (! #KfTCH1 N 1IPMENL 2 a KITCHEN IPMENF 0 9� NO T FS NOTES Ai D 3i NOTES 1 N •FIRST IO KVA r 1(1+4(7E THF IRAI ANCF •FIRST 10 KVA+50•/.OF THE BALANCE •FIRST 10 KVA+ 5(P.OF THE BALANCE M N p `' C) � •• ILS9.OF THE LARGEST MOTOR+THE BALANCE •• 12.5%OF THE LAR(3ST MOTOR+THE BALANCE _ � j r Q •• 12*4()1'T11E LAR='M01`OR•THF BAI.ANI'1 _ �- U Drawing REFF�ZENCE UN�-� NOT APPROVI:n W"-H,THIS PI'.1t G �cloof 1 • -.._. _..- ._... ....._...-....,.-....._—.,..,�,.�....��...._..�,. w.w.-w,.n+w«.wwe.ww. ,.r.+,+.oere.nwr..�ww.w�-v r..s.,.w.•+-wF. ,'^�s�nwlR�!•7r/!R'..^C�wrwww,s,ww��nrWl/..w�• rrwiw uu:w7fw.11�.7t•+^,rr'.•mt^.��Aw.wr'w.7[�4•"^•'• x'R�g6"!MNx'w' �{ '�'p r� ,A. "�,' 1 ,s 4• , M 4 ,. . � .. ... � I I 1 , "•' W[r+,.•W.q.,up� .mt!/w1d11{wl,wtywlMlv :"fl��r911oiYrY!C, W'(!F'iIN6k'�,1u..9'.114i' 11111111 LLI11 l IIlf Ill. tl!I IIII IIII II11 Illi Ilii ILII Ilii 1111 I,II IIII LII I)II H11 III! IIII IIII IIII IIII IIII Till III 1111 I flfi IIII ILII IIi� Ill) III! 1111 I. I (ill IIII'lill IIII III; 1111 IIII 111! IIII IIII II1111111 IIII I;II IIIIIII IIII Ili( 1111 IIII IIII k: L.tOIB1ILITY3TRI,i cm�` � � i i � � � i � i � � � i �i � i � i � i � � t, O I c ro 11 {a 1� Y ra re r le Ifa 20 2( 22 23 say �� a 27 2(9 28 30 , 1 I of MON; r 1 O f „ 1 i Y '. .feria@iLyW. Y r • v I � 1 n T T -— • I / 1 \ / \ \ O/61 _ i / \ r H REI ENS STRooM ISB h \ 103 H(,3 ,x MECN 11A, I fill 111 SB \ C o l } z� m e < < r NE N �. C �s / P o 5 � a SB E � HE •, 2 v 5� K -- 072 ' J J 2 � / 2 E \ ti SHAM 1/ H J 2 \ Z Q AE 8 A A-4 - w w �_ ` /.� �'" 5 B IM V .� t 3 .° Z w O I.- V) LAJ SCHA E -,3 \ B 4 V) __ f� X 7 _< EX t _B j' \ o u 16 _ AY CE % `;\ w � B x o SB w a LAJ •r ' / .� / i 'w O�c i ' ' ;' ' 3 Y • 5 U `xx LL Q o-•, w \J / D 1 L /, 5 3 H 3 ~' Z I AI a.IM // t 1 SURGERY I CB a Q ►— g A- ,' M �' 137 A-4 SB I m I U 5 ' AGE - I - I a O 149 / 6 , TREATMENT � -1RAY - -. � (n / 11t) o N A p B A / �` 9 B 1 B ;i 1 s A SB J \ CK F' �1 � t- CE TRAE - L - �/ \ F F I ---- - I ST AG - JN / 9 ROOM 1.�RIN* A 24 AE REs M B B D 12e `lt' FE 9 FE '`• HALLWA - 1 1 — F SURGERY nl l A-4 H 9 7 13 2 PREP — , ' - A A zs -- ` SB H F T1'3 11 1-' _ E _ B ` : 9 FE I '� 3- R Z r 5 S,00004 SURGERY 3 1 -- - / ` ',: LLI 000, FD ,...... . t { �� d 134 I E RAY WARD ��C 3 i Y Iz_ F I t o t I; _ -- I i i •� A (� S: T- I PANEL 'B'• KEYED NOTES: O i ..f 1• ,,, t I j 1. PROVIDE UNSWIT'CNED CONDUCTOR TO BATTERY BALLAST. s I 2. EXIT SIGNS WILL REQUIRE UNSWITCHED CIRCUIT TO MAINTAIN k< POWER 24 HRS. r` 3. ROUTE VIA EXTERIOR LIGHTING CONTROL. r 4 4. EXTEND TO TYPE 'G' AND 'GE' LUMINAIRES AT CEILING. U 5. CONNECT SURGERY LUMINAIRE TO UNSWITCHZ*D 120V. CIRCUIT. ad 4- J d cv 10 6. EXTEND TO TYPE 'LE' LUMINAIRE AT 2ND FLOOR. Q J o~, Z 00 UJV 0 #D cr 1 LIGHTING FLAN_— MAIN LEVEL c_ m 3 o Ecn ,o SCALE: 1/8"= I '-0" 4' 8' -- '6' — m 0 cc > 8 O O ' tDd RENS E c)N�-� REVEv o W1�N �,F,►y ► LK�AI[ Drawing pOrT A'QRO F-El900 �� 51 of � u yr w.i �'.I.FV-MlM.M.-Mx'•+M.IR+ASM `h' 'H•Y-YV3 of.106w'1'Y�/ .4T .- _.f.Y{jy. .. ., ,y r,w. ..yrs..,-.............. +.+..ww-......a....n.•1 ■U�•°•plM.nwM+rn'•� r wr.re..w.s.v+r wN-....nx .w++. _ .. - _ - • .....'"4S'aYA•rt" i I I d. .Y11n'MI111111{NiNjl/K/1�5!' .. . Cf' I'Iu. IlII�uII nnIIluI11111oil is I Z111121 LEGIBILITY STRIP 4 � 101II2 �3 14 110 I7 1a Is+ 22 2I� aIa 21"5 2I6 2 2�9 3'n 'Omm.l;m i ,I 1 1'. w I I t 1 , b� r ! Qbr�R.�rYf v r t. c ,, :'•_, .i•• -,.... �, ., .-, ,;+.. ,, ..o wwul... M...•... -- ..�...«.err..r.,,,.......�........._...... =`��.=.:a.,�.r..,.:.:i�:-.:::.a.:n'.rw' v 0 a .m C O 1 > L71 / \ L0 i C / V Z \ ® _ LTJ L, Z!% LAJ m L,-i CL X LAJ 2 Q Q LAJ GE 9 G �'� J�111j cin � cr- UPPER 9 11 N LA_ 1 G TREAT9 G N - ---------------- ----------� s k II F-- r I _ - G A A �". G / 9 -- --- '— � - A — - I 2 — � ` �• 1 _.. 9 G ONFERENCE A A A A-4 203 7 7 4 B AGI- _ J JjL1 ,� G A A I A A - S B __TTA AE E J J a- _ II 7 J \' 2 / AE A HALLWAY _ DECK J O 201 B 5 2,o _j LLJ Q > SHO2 Z W Vh S8 I 00 LOCK 120 5 � A LE D 7- I W 1 - 7 C C 'd t y 1 RE 57R J B-7,9 I IIX QL 1 '—'I Se I �°'" LOBBY/ I I 0 I 1 OFFICE CL 207 -L.. ------ - -�-.-- KEYED N0TEg: 0 -- 1. BATTERY BALLAST IN EMERGENCY LUMINAIRES REQUIRE UNSWITCHED CIRCUIT. f` 2. PROVIDE UNSWITCHED CIRCUIT TO EXIT LIGHTS. �'N C 3. EXTEND TO CONTROL SWITCHES Al LOWER LEVEL. SEE i j DRAWING E9.0. U ' 4. ROUTE VIA EXTERIOR LIGHTING CONTROL EQUIPMENT. � _J ; I- a. DOWN TO 'LE' ILUMINAI!iE ON FIRST FLOOR. _ w O cr > Ild A- Z Q 00 W 40CO M 390 O UPPER LEVEL NGS E9. 1 SCALE: 1/8,,,_l'-o,: 0 4, s� 16' a v m > �. Q � o � v co as U REFERENCE ONLA Drawing NOT APPROVED W111-1 J I IIS I'[-.R I! r� C00 ! I r , 51 I of , �� '.�.-M+r�,��.;n L�...:wru...w1w+.�nrMvwYwY+'uMI�M Il rt�.elwv ean..'w�+.m..�t.w.w.1MM..l ,'��wr«�•... .a".�'�/IM.r: w > Cr'! ll�llll I111�1111 I11l�II�1 illl�llll Illl�llll lIII�111! IIIIIIlII 1111'! 11111 IIII IIIIYIIII'llll II i 1111 1111 1111 IIII IIII IIII 11111111 III' 1411IITI�Ii lill Illi Ill!IIII II'i IIII Ilil IIII Ilii tell I,I I II+ I t I I I �► I � � � � � � � iiii � iliii � i � i � � � i � li LEGIBILITY STRIP o i > l0 1 1 1 2 13 1 4 (/! I 1!! 10 2U 21 22 23 2a 2'2 2e 27 20 2W 30 IQmT.I CIII 1e! 0, EI , ' 4 r e 14 l a , J 'h S T U TTI BLOCKING - - EDGE NAILING� WALL SHEATHING FLOOR JOISTS PER PLAN SIMPSON FLOOR TlEE - -- FLOOR SHEATHING STRAP PER PLAN INSTAE..L STRAP UNDER '4 N �� SC.FlI> �J._c 2X PLATE PER SIMI"'SC�N SH SHEATHING DIRECOVER D `r A 2 (3) 8 S.D. SCREWS S2 2 TO FULL HEIGHT OR TYPICAL RIM BOARD KEN TJI BLOCKING WITH x -�- - STUDS - - _ � SILL TRACK r �r �k.M '------- - - TOP PLATE, �9 did AT 60 O.C. 2X P.T. PLATE WITH _ -Zy - - - -- - ADD SOLID BLOCKING ---- -- ARC1i1 TECTURE 3/4 DIA_ ANCHOR � 1 A T HOLDOW': STRAPS 3"� ^-' BOLTS At 32" O.C. � �----- � -__ r: I -- SILL MEMBER F •_ MAX. G ' N C O R P O R A T E D -- -.�_-� -DO Naj COUNTERSINK PER FRAMING m _ ..._ -- - - ELEVATION BOLT HEAD - _ -- - - � ------ 222 COMMERCIAL ST. NE - GRZPPi_E SALEM,OR 97301-34 10 TJI JOIST PEt.� / P: 503.390.6500 PL.�N TJI JOIST PER I JOIST PER PLAN i S UD F: 503.390.6501 PLAN ,'-- /CMU WALL GL BEAM � r www.studio3orchitecture.com 71 / PER PLAN f'ER PLAN (2) 16d EACH JOIST (4) I(vd F..AGH ? � T ill ild, EACH SIDE C8X,11.5 X 1'-4' WITH (1) 05 X \ '..!4= 1-ATM W I T 2'-6" A106 BAR AND (1) 3/4" 3/161 (2) :s/4' DIA. �-1 �I_ TYPICAL STUD ��' r r. „ / T ` , CONT. TOP PLATE E'ER !'53.2 DIA. X 5 STUD /' - \, , \JAMB STUDS v' � CUT CMU TO NEATL r FIT 3x16 EMBED PLATE AND GROLIT SOLID 3/8" BEARING OREGON , p *� C ! PLATE X 8" X 4" - - ---, C, FRAMING DEVIL .� FRAMING DEVIL 'DESIGNATION CUT LENGTH llod NAILS EACH END DEST�sN LOdU 1 FRAMING DETAIL - II t-- -� r5_� SILL DETAIL� 522-I I = 1'- '� ^� 522-2 1' = 1'-0" 2. 522-3 I" s 1'-®" CMSTI4/10— GAP + 22 Ip 1830 - �. DET CMST14/15 GAP * 30" 15 2150 1 \I'IRI:S t- 30-00 TRACK BLOCKING -SIZE iP.► GA, X 3' C)'T. - - AND GAUGE TO MATCH CMSTI4/20 GAP + 40" 20 36 0 N THE EVENT CONFLIC?S ARE DISCOVERED STUDS PER PLAN STUDS, PLACE 8'-0" D.G. \ METAL STRAP' - J- _ _ EDGE NAIL WMEN THE ORIGIN.;L SGN:*D AND SEAIED FLOOR SHE!-THING " 70CL.MEIR C NSUL A B"'AE ARCHITECTS CMSTI4/25 GAP + a8 25 -:b�0 MAX. AND AT EACH END / �woroR THEIR coNwuANTS,AND M'v tour OF OF WALL THE DOCUMENTS TAANSMI'TED BY MAIL,FAX, $98 S.D. BREWS 4r 12" O.C. CMSTI4/30 GAP + 54" 30 5500 E.ECTRONCALY OR OTHERWISE,THE ORIGINAL TOP AND BOTTOM 1 --- TJI JOIST PER PLAN TJI BLOCKING WITH 16d AT 6" SIGNED AND S"D DOCI MENTS SHAi.GOVERN DBL. HEADER MEMBER PER - FRAMING PLAN FRs+M� WALL� \ _ --_� ` O.G. TO DE;L. TOP PLATE CMSTI4/35 GAP + 65�_ 35 6430 FLOOR SHEATHING PROJECT # 04-02n DATE: FEBRUARY 2005 (3) iz8 S.D. sc s � +=IN�sH SURFACE � I - - -_-- �- DBL- TRACK MEMBER \i r PER FRAMING PLAN HO�� .�.�� REVISIONS �. 1 / SIMPSON "LU" HANGERS 2. 9 MARCH 2005 AY LOCATIONS WITH (3)JAMB 2X8 LEDGER WITH (2) *t10 SCREWS STUDS PROVIDE I I TO STUD AND IO SCRE6S St10 S.D. SCREWS -�'- --_- AT 6" O.G. TO BLOCKING AND t -, I I PER CO!NTRACTUR'SSOPTION AT 12" O.G. � � ' � METAL STRAP STAGGE4EC�, (2) IEd EACH JOIST EACH �1 FRAMING DETAIL SIDE \CONT, DBL TOP PLANE PER 1/53.2 \' \�0MTLv4P j4 CR.�'E'_E :r L, WZ,r+ #0 5.►7. SCRE.15 �M ' F IR.A TO WEACM FLAT STRAP -W CoA. X 2" WITH 522-� I" = P + \ r ss S.D. ( #0 SC.M4 TO EAC*4 STUD AND 30 200AN200-54 WITH .3) 10 SDSCREWS EACH LEG �,J O.C. TO �=� 1-12 I _ A BRACING REQUIRED AT 8'-0' O.G. MAX. �' . '! SIMPSON HOLJO N T 1 T DBL. 605:62 43 KING NOTE: LATERAL BR I _ ED JAMB STUDS U.N.C. SPACING ALONG HEIGHT R ALL STUD FACES WHICH " Q p+L�,N SCHEDULE UL AN\ POST fIS ' DO NOT HAVE SHEATHING DIRECTLY ATTACHED POST PER PERP 8 FRAMING ©EVIL POST f'�R A30 CHHEX HEAD 5" �LE A301 HEX HEAD SCHEDULE ,., S22-6 T\ ANCHOR BOLT � 2. BRIDGING DETAIL 2 GET-H N.T.S. - - - - ' BO�CED BEAM BRACE U FLOOR SHEATHING N. ~ > } ` =. EDGE MAIL �R TJI BLKG. W/ WALL SHEATHING °s I - -- . I I 1/41I CAP, _ I I/2' 1 y EDGE NAIL 16d Al 6" O.C. - yr � - ,� TO DBL. TOP - -ir►=- PLATE r TJI BLOCKING WITH 16d PLATE Ii ; 3' AT 6' D.G. TO TOP PLATE - ��WALL EDGE NAIL EMBED PE'2 i 1 : - I " e� „ -- -= I �2 01 �. �FLOOR EDGE NAIL SCHEDULE Li i _- _ I • • 1 1/2' I I/�' 2X6 NAILER WITt- -__ • '�__�' I6d AT 8" O.C. 6�L 2 X 4 BLKG. • ... g a' Z X 4 AT 2'-0" O.G. POP 2 co a W/ (2) 16d TOP AND „ --T-rr+-- �1 BOTTOM CHORD 4 _MIN• SEE 3/52.2 FOR MORE T- -- s �O TJI JCIST INFORMATION Lu 0 - -�-+ FIER PLAN PLA''E !,'4" X 5 1/2" X 11" --T- _— --� _ ---ANCHOR BOLT SCHEDULE WITH (4) 1/2" DIA. BOLTS CON', DBL. TOP ' r• \ / ''HOR BOL-T SCHEDULE HO ANCHOR BOLT MIN. EMBEDMENT HOEDOWN POST PLATE PER I/S3.2 Cn 'JI JOIST E'ER PLAN' \2X P.T. PLATE WITH 3i4' — - - CONT. OVER SUPPORT (3) I6d HCLDO'WN* ANCHOR BOLT MIN. EMBEDMENT HOLDOWN POST PHD2A _I 5%8" DIA. q" (2) 2 X DIA. ANCHOR BOLTS AlWOOD STUDS PER �• PER CONTRACTOR'S E'IPTIDN J 1 32" O.C.. DO I 1 I6d EACH SIDE/ PHD2A 5/8" DIA, q" (2) 2 X PHD5A 5/8 DIA. __T'_Y_ 2 X PLAN COUNTERSINK BOLT HEAD EACH JOIST , PHDSA DIA. �9-- 2 2 X PHD6A _ 1 8 DIA, 15�- 2 2 X n , PHDGA 1/8 DIA. I'; 2 2 X PHD8A - 7 8 DIA. 15 �2 X W r` N � 04 X*r/� i �MASONRY WALL 2 X 4 BLKG. PHD8A 1 8' DIA. 15 2 2 X _ F+DIOA 1/8 DIA. _ 15 6 X 6 - 3/1(0 I ( n a L�rH NATO - 1 � T 24. O.C. � HDIOA — 1/8" DSA. !- 5'r--- 6 X 6 HDI4A ! DIA. 2-m-'T--- 6 X 6 J � r� ti "LLQ F.A. Rs1it7 HD14A -_51A. 20 6 X 6 HD15 11 4 DIA, 2p 6 X 6 • o "" T.S. COLUMN SEE 10/S1.2 FOR HOI5 11/a D`-IA. -2-� 6 x 6 * NOT ALL HOL.DOWNS LISTED OCCUR ON THIS PROTECT MORE INFORMATION g 2 X 4 LEC)GER - ( i 16a - I ---- -- ---� EACH STUD * NOT AL.L HOLDOWNS LISTED OCCUR ON THIS PROJECT 0 FRAMING DETAIL 11 HOLDOWN DETAIL _� `1 1 P` F'.4 MING DETAIL, 1 HOLDOWN DET>�xL _ 'f FRAMING DETAL . 522-10 1 = 1'-0" G. S22-11 t" = I'-0" 2.` _—.� { 522-12 1" I'-m 522-13 1 I' T7Z 5 PER PLAN CONT. OVER SUPPORT AT CONTIZAC'OR'S STUD FALL ABOVE i HEADER PER PLAN R::IOF SHEATHING / F (14 2 FOR OPTI% ROOF SHEATHING ) q. EDGE NAIL �✓ 3X WITH 3,4" DIA. ANCHOR BOLTS AT 32" O.C. i MORE / 13X WITH 3/4" DIA. ANCHOR BOLTS AT 32" O.C. INFORMATION / WITH 6 MIN. EMBEDMENT, COUNTERSINK BOLT 3X WITH 31'4" DIA, ANCHOR BOLTS AT 32" C.G. I �+ WITH it MIN. EMBEDMENT, COUNTERSINK BOLI TJT BLCXKING WITH 6" MIN. EMBEDMENT, COUNTERSINK BOLT HEAD I' MAX, r HEAD I MAX. " HEAD I MAX. - I^,Jd AT 4" O.C. _z- _177- s�'-�. ''- 4 - 10ci AT 4" O.C.O C �S.�SO�TJ TESTA"8°IST C Mtl WALL ;v • - - -- 16d EACH JOIST CIEN OVER TO _ 1 / PER PLAN , 4' 2' EACH SIDE SEE ARCH. - - -- - - 3!16✓ - --- � R �• �� \WOOD JOTS S PER d--N PLAN WITH SIMPSON EACH END :rt7.Y_ ' HEADER PER PLAN WANC* EACH �g �4MxNC-i DEVIL - FR 3/4" DIA. EPDXY .-., 532-2- ANCHOR WI rH 5" BEAM PER PL.AN tiSZN. EMBED. :hr TJI JOIST PER PL.<� I S 5 U C E F�M I T SHEET Immewire 1/4 SIDE Pt_ATE_S 0210 MAY kM S-NO"F 1/2" BEARING PLATE X 6' X BEAM WIDTH M,� PERR PLAN EACH M c;I r. f 5 �GMU WALL PER PLAN I" •CMU WALL PER PLAN -"`'� .,�,, _ I 1"I�RC� 2�u�,� i PLUS 'L-T114r AT 4'-0" U,C. RE.iNFORCING PER STRUCrURAL NOTES RF_TNFORCING PER STRUCTURAL NOTES . � � '_ 1� �'� � DEVIL ri, FRAMING � � � LEWIS �c VAN VLEET If�C . � 2 14 FRAMIN DET I.L - � 1� FR�4MIN� DET,4IL G 1• , _ I'-mrR M NC bET Il. CONSULTING ENGINE-FPS 2. 2, _ f = 522_15 , I L, '� 522-t1 ! ,'-0" �w boon 9 rand Z C f' I G. I A 303 phots• -' '' 503 f�QI.1 + , Ui Ili{ {fll I{U .l'illl I11' II IIIIII'!;II I:II'Iill II!I'IIII i1 Tj'll Ii! I ! t •v ,. 'K Cfi1 I i I I I t� II l�tt I�.il1�If11I11U�i II�SIIII.!II� II I�1111 IilllIlll Uti�fl!! I'I „ .• I ;I I! 'I II!III I ,III Ilii IIII 1111 u"16 1 UUIIII! 1111 Inl IIII{IIII ull IIII LEaMLrrY STRIP II II i I 1 o 3 1 b ICL I r I I I l l f d. OR+mrlph 1 IA 1!� t 18 18 �t1 2i 22 23 24 2S ZQ 27 28 2fi VQ 4 I 1�' ttiiS w, , ` ._.: ..... . ,. .-...- ., -.. ...,.. .,.. - _. .., . ..,,. ., _. ........ .... ._- - ., ,. .,.,. N.E . ... d i 1 0 i 4 - r , low + IpZ .11111111 h ! t : . � I Y.. . .. _ 4d�'s "i rj Y T, , w 1 __ .. -.. ..., _.,.........,.... .._...,..,-.._..._..•.. ..:,_ . ._.,... _......M..u.w.a,u.:,wlxL...•e.,..-- amu,..w._. ...-w ,... r...._.,-, .. - 1, .L..o-..1.ib.�",N,r�✓ne.w-'•'�I"^-'ice"�. ., ,,:......<.. _..:.,,✓.M...uE,.E.vau3orgyy..;,,:,: .,...... ..... .... .....:...... .... .. ...... ,. .. ,,...:=..y,:..,..,::..„WYa,yyv,_ .,yrx,a.,.x.#:.,..-_.. ._..-.,. `-----_ _ S T U D 10 W8Xi0 i f , A-- ARCHITECTURE E3�". I NC O R P O R A T E D -0 � 6 �I. ,. MAX y) MAX �m SIMPSON "C.M5TG;6" W/ 164 AT 3" 222 COMMERCIAL ST. NE GOLD FORMED BUILT-UP HEADER 14 SF rO.C.. l•AP `.TRAP 48" W/ WALL SALEM,OR 97301-3410 ` P: 503.390.6500 STUDS TRACKS ` / / F: 503.390.6501 (::K:) (2) 6005162-43 (2) 6WTISO-43 � /•� 0 3 www.studio3orchitecture.com OR (2) 600TI5O-43 PROVIDE TRIPLE STUD S3.2 20" T7I11-65 (:K) (2) 600'"162-54 (2) 600T150-43 ® 4 4 B K 1 41-011 P BELOW BEAM TY . 53.3 3 (2) 2X8 AT 32" O.G. OR C2) 6m0T150-54 \ - 53. GL 3 1/8 X 9, I-0" NO'E5: _ m 1.) SEE52.2 FOR TYPICAL HEADER DETAIL - F- GI.4 , I�_ _.-_ _ __ _ • 19 '1 -,: NIT 1 (2)�2Xf3 In (2) 2X (2) 8 - 2'-0" 111 1/8 24 :I CID 2.) FOR CURVED OR ARC 4ED TRACK SECTIONS USE "ACLU-ARC" �\ 53.2 14 "SF m 0( CURVED WALL PRODUCTS 1-888-2883828 X \ CAS CJ\ - I v AN� - Q' 13 c . \ A 53.2 PROVIDE DBL. STUD EXPIRES 6-30-06 _ BELOW BEAM TYP. 2b _ ' 2 11/I6 X 16 2.0E PSL:"' '! 26 PSF 53. C4 IN THE EVENT CONFLICTS ARE DISCOVERED (2) 2 X 8 HIPS -RS ;_ `\ L Q� IN THE ORIGINAL SIGNED AND SEALED DOCUMENTS PREPARED BY fHE ARCHITECTS / \ •`'. I �' 10 .0' AND/OR THEIR CONSULTANTS,AND ANY COPY OF Si 2 M THE DOCUMENTS TRANSMITTED BY MAIL.FAX, \ 53.2 53 2 \� \ 53.3 l�M1 ( /� 3 x f__ �I x ELECTRONICALLY OR OTHERWISE,THE ORIGINAL SIGNED AND SEAT:D DOCUMENTS SHALL GOVERN. IN 3 - - -- - ' 53.2 PROJECT # 04-02n 10 -X 18'-s2'" " / DATE: FEBRUARY 2005 . S+' '«7ki �8 (5L4 1D I .. 1 ,SND NAIL TO '7: ?'I -- S3 4X6 BLOCKING WIT 3,©c• -HAZE TJI \ " I .a- REVISIONS \� g AT " O.G. THTC HU HANG EACH IDE ; Ih. 53.4 5 S3.2 TLON I S `� �� 2 2X8 14 SF I S^ I 9 MARCH 200 C SI-3 2 ROOF ACCESS HATCH `` - _I s (2) 2X8 (2) 2X8 (2) 2X8 r� 3.4 SIM. PER DETAIL 15/S3.3 -- 4 3 4 Il '1/8" TJI/LI155 53.3 S3.3 �� S3.2 +\m S3.3 AT 32" O.G. 4X6 • J �' 11 J I \ 3.4 SV40WN "GMSL 5-, 1 -fir F: 3.3 4X4 �L �; 53` II 7/8" Tn/1.65 - 2 HIGH ROOF FRAMING PLAN q. \ \ AT 32O.G. " V� (9 2X8 AT 16" O.C. n 1/8 1'-01' 8 0 , NOTES: °) '1 4 8 -�-�` 10 5 ! 8 X 9 BELOW 1.) ROOF SHEATHING TO BE 23/32" EXPOSURE I, APA RATED SHEATHING, MIN. SPAN RATING 48/24. •4 19 3. 53.4 'i 5 V8 X 9 c.0 ABOVE NAIL.. SHEATHING WITH 10d NAILS AT 6" O.C. ALL SUPPORTED PANEL 1 15 � 3.3 \ EDGES AND 10d AT 12" O.C. FLELD. �I 11 s II 1/8" T.'rI/L.65 S v 5 PS 1 .� o 53.2 -T 32" O.G. ` ( i S � "GP+tSTL'I,fr';l 20 cP J' 6 r ® ' -0'yJ/ laid AT 53.3 �X ' S2.2 53.2 6 3.2 53.2 c +U 14 G. T T i At U' `'� ,�,� '� 1 53.3 . C>, CO 0 > �•+41 ;� ( \ 14 4 `..ice. 20 S3.3 53.2 CL Z Q3.2) ►+\� SIMt .3 1 �UNJ llb , �.:53 9 53.2 53.2 II 1/8' TTI/LI I O � S _ ,4T 32" O.C. _- MEGH UNIT 5 (1-3 / �!/ (3.2 1f 8 .01r I 14 or, �� W .2 �\ 53.3 -�� 14 I 8 L 0 ��3.3 �I 53.2 \ \ ____ Li 4 ECH. ; T \ 14'3# IO r H. UNITS .1 O/ v Ilii 2 I W/ DBL 2X8 r- Q ' C "1 53.1 CURB EDGESi .� r•-- ,.; 2 Q' SEE FOR HIGH ROOF E YP. FRAMING AT THIS AREA -SEE �� Q ..-FOR 2ND FLOOR FRAMING �--- 14 �� 0- MECH. UNIT TRIS AREA • 9100# 53.3 Y � S �' S I •� �'' 00S3.2 /T f I, :� _-_..._.....�.. _---- .._..•.W__- � �i L ! �� '`! y,. II 1/8" TJI/L65 100 AT 32" C.C. i8 53.2 S3.2 SKEWED HANGER \'\ • t / /� I i� I ix`� �x�� i x�� x�., 4 V7 WS13 II 7/8" T3I/L65 �) AT 32' O.C. tl 1/8" 17I/L65 AT 32" 1.>.C. _ - ROOF FRAMING PLAN WALL LEGEND .; I.) ROOF SHEATHING TO BE 23!32" EXPOSURE I, APA RATED SHEATHING, MIN. SPAN RATING 48/24. r, NAIL SHEATHING WITH 10d NAAS AT 6" O.C. ALL SUPPOR'ED PANEL INDICATES 2X6 AT 16" O.G. WOOD S i UD BEARING OR SHEARWALL F-WiES AND 10ci AT 12." O.C. FIELD. _ INDICATES 2X4 AT 16" O.C. WOOD STUD BEARING OR SHFARWAL_L SKI:l f I_ I 2.) HEADERS AT ALL WINDOW OPENINGS TO BE (I) 2X6 U.N.O. IN WOOD FRAMED WAI_L5 ISSUED FOR PERMIT INDICATES 600SI62-43 AT 16" O.C. LIGF'T GA. STUD BEARING OR SHEAR WALL y` 3 ) - INDICATES SNOW DRIFT IN ADDITION TO BASE SNOW LOAD OF 25 PSF -SEE PLAN INDICATES 8" CONCRETE MASONRY BEARING OR SHEARWALL 9 M,4RGH 200 t � SE STRUCTURAL NOTES FOR GROUT SPACING AND REINFORCING CTH INDICATES 6005162-68 AT 16" O.G. LIGHT GA. STUD BEARING OR SHEAR WALL --- + 4.) CONTRACTOR 1'O VERIFY SIZE, WEIGHT AND LOCATION OF ALL- MECH. EQUIPMENT AND NOTIFY I-E W I S I `✓A N V L-E E T INC . �� • ENGINEER Or ANY DISCREPANCIES. PROVIDE ADDITIONAL JOISTS AS REL-JIRED FOR C O N S I_I►_T'I N G F N G I N F F R B v �. SUPPORT OF MECH. UNTI S, SEE 16/'S3.2 FCJR TYPICAL MECH. UNIT FRAMING 11111660 •w boon road 5_) INC`TCA1F5 METAL_ STUD HEADER SIZF;'T7PE. 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CONT. DBL. TOP PLATE -LAP OVER JOIST AND NAIL FLOOR SHEATHING -LAP PER I/53.2 - WITH (2) I6d TO TOP AND 2X4 STUD _ 50TTOM CHORD EACH SIDE OF EACH GONT. 2X BLL�GKIM(S TJI BLOCKING WITH JOIST LAP INFILL WITH 2 '` It I6d AT t3" O.C. OVER JOIST ; BANGER .4ND WEB ARCH I T E C T U R E { STUDS AT 16" 0.,. - -Y` . PER JOIST I N C O R P O R A T E D � _ - AND NAIL ( STIFF - _f - WITH (2) 16d - -- — - tOGE NAIL N+M.I. MFFt —4 TO TOP AND 222 COMMERCIAL ST. NE � I6d EACH SIDE j � - -r BOTTOM EDGE NAIL SHEATHING EACH JOIST -' CHORD - -� - SALEM,OR 90.6500410 _ - - P: 503.390.6500 0.6501 \ PLAN Tn IST PER www.siud o3orchitectuure.coni \ \ FLOOR T7I " "'' PER PLAN 2X4 LEDGER WITH 5�1°AIflO6_►ON 'I EACH `' ROOF TJZ PER PLAN fit.t 1 k 11, ROOF JOIST PER (2) I6d AT EACH 70�iY FLAN / AhKsE'R AND f ',2X6 LEDGER WITH (2) STUD - n �'. H \ i6d AT 16" O.G. CONT. DBL. PL JOIST PER PLAN PER PLANT Ff �Iwwsi ld 1 ST1R Bi" JOIST,; \ SPLICE PER 3 II " w ► ` FACN 30I5T +,�ANIJFAGTl1RKlER 2X4 AT 24 O.C. 53.2 PSL PER PLAN SIMPSON "LU" HANGER 1 1/2 X 11 7/8 CONT. DOUBLE PLATE 2X4 LEDGER WITH (2) 16d TILEDGER EACH STUD WITH ((4)^ 4) 16d ED RA EACH STUD 0 R[a 1 -LAP 48" AND NAIL WITH 1 AND 16d AT 8 O.C. TO (2) 10d AT 6" O.C. AL8L 2X8 LEDGER WITH C3j BLOCKING EACH STUD AND I6d AT 8 � SPLICES O.C. TO BLOCKING u VAN I FRAMING DETAIL. FRAMDET A11.FRAMING DETAIL _� -- FRAMING DA11. FRAMING DETAIL 5 FRAMING DETAIL EXPIRES i � ;,, = I'-�'� -� � _ J• " " — �^ , �-7 I" — N THE EVENT CONiuITS ARE DISCOVERED r532-3 1 - I -?�" S32-4 I _31 .� JAN19-1 1 11-011 2 X 8 OUTRIGGER EA. JOIST BETWEEN THE O%GINk SIGNED AND SEALED DOCUMENTS PREPARED BY Tr$ARCH TECTS AND OR THEIR CONSULTANTS,AND ANY COPY Of i 2X BLOCKING WITH 16d THE DOCUMENTS TRANSMITTED BY MAIL,FM, TOENAIL AT 8" O.G. —RIP C44EDEL&ORAN SEALALLY OR OTHERWISE,THE ORIGINAL AS REIQUIREL' I 1/2" TZMBEI'iSTRAND LAP 4'-0" MIN. - BEAM PE>`c PLAN SIGI+ED AND SEALED DOCUMENTS SHIUL GOVERN I+ RZM JOIST WITH (2) 2 X 8 OUTRIGGER $RIMPSON "H3" HANGER AND WF13 I6d EACH JOIST (2) i6d EA. END AT 24" O.C. EACH OUTRIGGL�R STIFF PER MFR PROJECT # 04-02n AT WEB FILLER FEBRUARNI 2005 BEAM PER PLAN SIMPSON "LU" HANGERS 2X WITH 12d DATE: 2 X 4 BLOCKING I6d AT 12" O.G. ROOF JOIST TQlI 444 AT W O.G. - ~_�� /WITH Ibd AT i PER PLAN 2 X 8 AT BEAM PER PLAN REVISIONS 24" O.C. 7 _ I q MARCH 2005 Ibd EACH ` X jT , (2) 16d TYPICAL AND BOTTOM r �'� JQ AT AREA OF SIDE EA. JOIST ,`_�" G.C. _ LEDGER ` =, ;� I , .H J /J \`BUTT LEDGER TIGHT ROOF JOLT _ -- — I� / 2 X 4 AT PER PLAN TO OUTRIGGER 1 " O.C. (� 24" O.C. 2X 2 X 8 LEDGER X 10'-0" # 6AT24 ROOF JOIST / 2 X 4 FLAT W/ (2) I6d _U MIN. TO EAT RGH 2 `NER I 4 TH ROOF JOIST 9 PER PLAN PER PLAN 4 - (2) 12d TYPICAL BEAM PER PLAN � EACH JOIST AT I I , � X 4 AT 24 O.C. ? � q 2 X 6 JOIST AT " MIDSPAN / ; P?OWN 2 X 4 DONT, WITH T 24" O.C. e \\ SIMPSON "LSU" HANGERS I I "� (2) I6d EACH CIS SHAPES PLATE 2 X i0 LEDGER W/ (2) I I "TAW 1 I ,, 2 X 6 AT 24 O.C. 1 T •TA Zr; o' 2X0 FRAMING DETAIL C I6d AT 12 O.C. I I � i I I •WINDOW SYSTEM i'�U'�LLY TO 2X6 ' I �. /� c /� ., JAN19-.3 GL BEAM PER PLAN I I PER MFR. JOIST AND BE4M WINDOW SYSTEM BY OTHERS t j FRAMING DETAIL � � He NMQ AND WED ST*F. I I BLOCK-TNG C � � JAN19_9 1" = 1'-0" J. STUD WALL PER PLAN o K'1 "� FRAMING DETAIL ETAIFR1MINCDETAILFR4MINCDETAIL. •r � r - 2X4 s7uDs AT 16" O.C. JAN19-6 " = ''-E" �, JAN19-9 3/4" - I'-0" �, JAN19-8 3;4" - 1'-0'' SEE 3%53.2 FOR MORE INFORMATION SIMPSON "LU" HANGER EACH END (3) Ibd I - �2X6 KICKER AT 32" C.G. � i EDGE NAIL " DSL. `OF l 'TE PER 1`S3.< RUN J0I57 CONT. WITH '410 SCREWS " OVER SUPPORT AT TJI 3LOCKING W I AT 12" O.C. TO TRACK ROOF SHEATHING SHEATH AND NAIL II EVERY OTHER CONTRACTORS OPTION _ I � PER PLAN W � WITH (4) *d TO STUD Alm `= • ONT ROOF SHEATHING Q ECGsE NAIL - - X L U ti I MIN. 34" 0 tib4EATHZNG\ - _--- TJI JOIST PERCXD ROOF LLJ PLAN SHEATHING ♦ ^ #10 SCREW EACH SIDE / `- �'< 6+20TIr0-43 \ EACH 'JOIST 2X•4 LEDGER WI7H - _ _ O ACH TJZ PER PLAN PSL PER PLAN/ i2) I6<i AT STUD 1. T METAL STUD WALL PER \ 2X4 AT 24 O.G. - - „ 1 2X CONT. PLATE WITH PLAN * Ibd AT 4" O.C. TO TJI r r— �•x J1 2X4 LEDGER WITH (2) I6d EACH STUD r-- _ I 2X6 LEDGER WITH (2) I(pd EACH STUD AND 16d AT -1" O.G. TO TJI JOIST SPACING BLOCKING - - ! 1 i FRAMING DETAIL1 FRAMING DETAIL. 1= FRAMING DETAIL r1,4_"""l FRAMING DETAIL 15 FRAMING DETAIL �-- ��j. 532-Il I" = I'-G.^'' 3 'I 532-12 I = I'-0" C C 532-13 ? = 1-0 ? 532-14 I" - I'-0" 532^I5 = DBL. TOP PLATE PER 1/53.2 60?�TI25-43 . O 20 GA. X 2" X 2" CONT. ANGLE - � EDGE NAILING, 13/4 X II 7/8 1.5E WALL SHEATHING , ;) �'® S.C. T TJI BLOCKING LSL RIM BOARD X 3" �� EDGE NAIL 350 131-33 KICKER A 3:„' C.,�. `A U ROGF SHEATHING ROOF SHEATHING 1 la GA. X 3' CONT. --� EDGE NAZIS ROOF SHEATHING EDGE NAIL1`►�TJl.�3'TR dP 300AN300-43 X M'E'TAL STUDS S" LENGTH ) PER PLAN 1 � I - X10 SCREW EACH STUD AND X10 lid AT OVO.C. ' — ^ SCREW AT 4" O.C. -- X4 BLOCOUNG CONK\ I TO BLOCKING METAL. STUD A•, WALL 1 (` `- �"� �2X6 AT 16" O.G. � PER PLAN ,� " I MIN' \ GLHEADER PLAN LOCKING/ ~ `AND WF13 STIFFENER PER Yc7TS'r 2X6 At :4 O.C. �TJI PER PLAN TJ"L PSR PLAN WITH HANC•aL� __ MANUFACTURE J ROOF SHEATHING � A7 4'-0" O.G. TJI PER PLAN WITH HAN R WITH SIMPSCi: 0) 1�4" X Y LA3 ` ill HANGE'FS \ 1'• �.+OCr, METAL STUD EACH END \ SGS PER PLAN AND`lip S� OIST HOLES TJI E'ER PLAN v _ _ _ -- _ MAIJUi=1LCtURER (AT 5' i;ONDITION _' _i B 2.¢+E PSL -:: X�Eht i USE 2X JOIST PER PLAN IN SIMPSON "LSU" HANGERS) wlTw (4) 810 SOWAS '+d STUD / 2X6- LEDGER WITH (2) 16d EACH WINCY,44 SYSTEM 2X4 AT 16" O.G. WITH HEADER SHEET PER PLAN #10 SCREWS TO STUD AND #10 SCREWS AT �� ( ��E�I r I� " BY OTH�r,\ 'LU" HANGER EAGhI 13/4 X I! �/8 2.0E PSL LEDGER WITH (3) S I E Dm , - _ STUD AK) 1I6d AT 8 O.C. TO \ \ ETyO 6 O.C. TO BLOCKING AND TO METAL U V.� T "'sss 2X4 BRIDGINU AT " �� 2X CON .„PLATE WITH __-- -_ - I \ STRAP (AT SIM. CONDITION 115E 2X8 LY✓ FR�4MI I6d AT 4 O.C. TO TJI �__.� SHEATH AND NAIL MIDSPAN WITH 10d bt PER SHEAR WALL 1 EACH JOIST LE� WITH (2) #10 SCREWS TO STUD 2 S32-2.a I' = REAM PER F: 4N AND #10 SCREWS AT 6" O.G. TO METAL J STRAP AND BLOCKING LEWIS St VAN V L E E'T INC . 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