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Plans (23) BU P2016 - 00290 RECEIVED 7 ,..,,,•;" OCT 12 2016 MY ©FTIGARD /, BUILDING BWtS1ON ,5,04,--.77-:,�: ;f,.�„ii,i y SCOPE OF WORK DESIGN SERVICES 1 . TI OF SUITE B. Designer: 1 . 1 . (2)NEW WINDOWS ARE REAR OF BUILDING E _ Ryan Zink 3111 Cottonwood Ct West Linn, OR 97068 C: 503/701-8213 Ryan@Zinkdesignservices.com iUUU . i ce Site Analysis ... , , /7\ „.. ....„. .... .:: , ,, , ,, , Site: Area. Percentage: . :-.''. Site Area = 12500 sgft SUITE A SUITE Bi ii Impervious Surface: :::// . Building: 3821. 1 sgft 6.7% 3N. ii Paving Building: : 6082.6 sgft 48.7% I ,/....... o \ .• , ,1 :••• Sidewalk. 1139.1 sgft 9.1% • �, t: / Trash Enclosure: N/A Total Impervious: 11042.8 sgft 88.3% Z m N Landscap e: (3.) rn Landscape Area: 1457.2 sgft 11.7% = cc MS 0 0 Parking: (S. C� Total 14 + 1 HANDICAP o -0 C in mi Code Analysis, (E)BUILDING BASED ON THE 2014 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY AND CONSTRUCTION PER OSSC 304.1, 602.5, 1004.1.1 T ASSUMED OCCUPANCY: B CONSTRUCTION TYPE: V-Be•-",, , OCCUPANCY LIMIT: 63 PEOPLE BUILDING HEIGHT AND AREA PER OSSC TABLE 503 PERMIT SET 9/19/2016 ALLOWABLE AREA: 9,000 SF ALLOWABLE HEIGHT: 2 STORIES(50') crrYOFTIGARD . ACTUAL BUILDING AREA: 3821. 1 SF REVIEWED .59 COMP NCE . '0 Approval . t ACTUAL HEIGHT: 1 STORY oTo _ ( l c.tbs,4 ala�l c-1- Permits!: ir z `-ss.4t• Address. ,.;s..i o- MEANS OF EGRESS PER OSSC 1005, 0.2" PER OCC Suite#t 6 fates 6 .fir OCCU PANTS EXITS REQ. EXITS PROV. SW 68TH AVE By: �l,,�«! .� I SUITE B ,f3-3 ( 12.6" WIDTH 2 Site OFFICE COPY SCALE: 1" = 101-0" TOTAL ri 12.6" WIDTH 2 Cover Page MAX. DISTANCE TO EXITS <200' 1 CONTRACTOR IS RESPONSIBLE TO VERIFY DIMENSIONS IF DISCREPANCIES ARE FOUND,THE CONTRACTOR IS TO CONTACT ZINK DESIGN SERVICES IMMEDIATELY SHEET 6'-35/8" 9'-11' 11'-817/32" 10'-1123/32" ", 4'-51/4" '/ 6'-55/8" , 41/2" 41/2" 14�" "41/2" "4'/2" �"4ih" / / 5'-101/4" X5'-10 9/32" �/ 5'-5 27/32" / 5'-57/8" / A :° is/iiy d/,//9/i//%/iyii�•TiiiTiiT%/�. ©© DESIGN SERVICES Designer: (N)5'-0"x 6-0" (N)5'-0"x 6-0" Ryan Zink in 3111 Cottonwood Ct I' �' .. ,.•.:• -14 \J West Linn, OR 97068 i D 19'(485 mm) ,:• Q �-l. 29'(735 mm) MAX, C:503/701-8213 0 327.4 SQFT ' \ MIN. TOP OF REFLECTIVE Ryan@Zinkdesignservices.com 3.27000 r - - LAVATORY MIRROR PART F ° o BOTTOM E - - - - , I I 330.9SQFT _ __ z 2 I BREAK ROOM OFFICE 107 N OFFICE 108 1.10 OCC \ E I 347.9 SQFI" 424.1. SQFT 424.8 SQFT in i P Z\ E E CLEAR I 1.74 OCC 4.24 OCC 4.25 OCA ����1i,;;Iit� E E SPACE N M _ h..,- -- \• ` N 2 2 /10„), sa, S2____/. 30'(760 mm) L \2'-6" I (1" 1 L. 2'-81 I . . ` I I ,, 12'-103/8" O'O MIN mm) MIN. d, 9-11/2 I / s! -17'T025(430TO635nun) I KNEE/TOE CLEARANCE • 284.9 SQFT q r. I C 2.85 OCC N 'i • ,-I - OFFICE 104 OFFICE 105 .... OFFICE 106 — 504.9 OFT 386.1 SQf= 452.9 SQFT I \� . 5.05 OCE 3.86 OCC; 4.53 OCC 6'T018'(405T0455mm) Z M `-I „: I 1 \ N + \ , 1 '(305 mm)MAX. 36'(915 mm)MIN. n , CV �_ �� , ' , ' \ 1, � �� 54'(1a 0mm)MIN. WHEN WALL SPACE —0� �/ fy / 5'-2?�5y32 , , 9'-10,i,,/32 PERMITS dr > Ch I ` � ;' i ' 1 I 3'-0”x 6'-0" 3'-0"x 6'-0" 3'-0"x 6'-0" N 36 MIN. • 42'(1065 mm)MIN. 0 cn --N,,, 9' g ID C Z----"v L r. to, . OC 1 . ? _ _ s ._ LONGEST EGRESS PATH: 63.25' ' e c E ( L ko �• 1 - TRANSFER L 1�F41 SQFt IDE d v (' "I i I, r�vS3T __ 3'-O" 11 14.41 OCq // $ �o++ I / WAITING ROOM \ I \ • --a-� N •� /' 443.6 SQFT I 60'(1525 mm)MIN. I. li r— \_.________ \ 4.44 OCC X PLAN--CLEARANCE SIDE WALL ELEVATION REAR WALL ELEVATION 0 - o cf' OFFICE 101 OFFICE 102 OFFICE 103 I M ADA Bathroom Details 415.8 SQFT 405.2 SQFT 412.1 SQFT I - N 4.16 OCC 4.05 IC1CC 4.12 OCC SCALE: 1/4" = 1'-0" I fi i. I II II ti 5'-0"x 6-0" 5'-0"x 6'-0" 5'-0"x 6'-0" 6'-0" A 71-3 7/16" 2'-8 1/16" 6'-11 7/16" -5 31/32/ 7'-1 17/32 / 2'-9" ta' .'-75/s" / 3'-75/8" 9'-111/2" 9'-5 13/32" / 9'-10 17/32" / 7'-31/4" / 4'-2 9/32" PERMIT SET 9/19/2016 41/2" 41/2" 41/2" 41/2" '4'/2" / 9'-10 25/32" �, Remodel q = ' SCALE: 1/4"_ 1 -0" FRA LS TO ROO • /DICULAR: ATTk H�SS • SIMPSON STC DEFLECTION CLIP 'ARALLEL: LADDER F•0M 2 - @ 24"OC W/(2)16d NAILS VERT INTO TOP PLATE • DROP CEILING Top of Plate Top of Plate 0 5 = y E.4 03I Floor Plan O 0 . , ti r —T8 13-8f n8 ion R- = Top of Su 1 or X X X X X X X X X X ►, Top of Footing II 1II III II I dII III I II 1 I 11 IIIIIIIIII c2AD Section 2 SCALE: 1/4" = 1'-0" CONTRACTOR IS RESPONSIBLE TO VERIFY DIMENSIONS IF DISCREPANCIES ARE FOUND,THE CONTRACTOR IS TO • CONTACT ZINK DESIGN SERVICES IMMEDIATELY SHEET - -- pp.,,.:/zpy 7 .. g f, , : //: //' 7, _.,„.// r // #ffm-,,,,/,/,--z.---, ;,• • . ./... , 4 ', 4 A DESIGN SERVICES Suspended Acoustical "TioBar'l Ceiling Designer: Ryan Zink .. — . THIS DRAWING DEPICTS:MINIUM CODE RE QUIREMEIsITS PER CBC 2013.1NFORMATIO1 IS FOR . . 3111 Cottonwood Ct REFERENCE ONLY AND IS NOT A SUBSTITUTE FOR ACCURATE DRAWINGS PREPARED FOR EACHWest Linn, OR 97068 PROPOSED CONSTRUCTION PROJECT, - \ C: 503/701-3213 SUSPENDED ACOUSTICAL CEILINGitcligNE) Ryan@Zinkdesignservices.com „---„, S;PLAYED WIR.ES.,GR RIGID BRACING , 1 '"--,,, ,,,,,..„_. 8N01)AEcPittailDENT FROM CEILINU LATERAL - PARTITION LATERAL BRACING , .% ,, '... -„,,,,,,,,,,,,_ .. , 1 1 , PARTITION SRACINC-I SHALL BE INDEPENDENI FROM sPiaiy BRACING FOR Top_pf Plate , iCIEILING GRID SYSTENT,PARTITION BRAC1NG SAALL HE HY SEPARATE It •..• . ::i .,.,.- .. :--- .. — . .„-- , WIRES IN ROTH DIRECTIONS PERPENDICULAR TOME WALL,OR SY RIC10 -, •, • ly 0 ORAO VS,OR BY A COAISINATOI OF BOTH.DE AILS SHALL BE SHOWN ON:THE ..--:.,:::::„.,:....:,-,..:::::::,,,, : .- . " •': DRAWINGS.IGISCA GUIDELINE.S FOR;SEISMIC RrSTRAINT&CDC telliA1,12.R4 .....„.•:••::.. :. . ., . :.. ... ... •• • : .. .: ......• -'''"'"":-"'"'"::":' ' ''''''''"' •''"'"' Suite B YAFt#10.4.410PTEMARIPPA„PiNtlkAPM1190#101045.. o ,.:1,,:: \ ti f,• 1 a, o .,,,. 12,, CABLE TRAYS AND ELECTRICAL.CONDUITS SI IALL TIE.ouppoRrreo ,,,I. .:' ,, . ..:,. 1. INDEPENDENTLY OF THE CEILING,WICE 1-4)S SEG,1:16,6,22-G).; ALL WIRING N / , . b METHODS ANrI 1,IIAII RIALS IN Inwprrtoro cti.,LINGS SHALL BE APPROVED PCIR .,.., - - F4/5Fir NOM:TXIEIND / , ..,„„,. ILIAT APPLI(AI ION., NOW METALLIC StlEATIf U(MIX IS NOT .APPROVED P OR \<• PARTITION ltitirAVR V0TI CEILING / ,, • OPEN WIRING IN SUSPENDED CEILINGS,ALL V0TRINCI:AND OTEIER COMPONENTS nw.i I USED IN PLENUM CEII.INGS..MUST RE•--SPEDIFIC.ALLY APPROVED PIA THAT:OW,. ., . ,' KIECA GLIIDELINes vOli SEISMIG RES-IRANI) DETAIL 4 - PARTITION LATERAL BRACING , ' 1 13.ALL SURFACE MOUNTED"TOW FIXTURES AN AM'TERMINALS FOR SUSPENDED , . , „ CEILINGS MINX TIE SE(.21IRELY FASTENED in THrcriiLworimEmRENs IIY rir r J .,...„.---....,...-. 12 GA„WIPE(MA(Iii MACK),T'ITONIDE 2 wpm"1,c.Frx,IIII/T,'WEInta *IoLi g:1., , , Top of Su 9, oor SCRIAN,.WATTS OH LISPED MIPS SPECFPCAL t...-,Y APPROVED FOR USE WITH THE • .,,,,..„„, , , _ TYPE OF FRAMING AND,FIXTURES, (MCA GUI LiINFOR SEISMIC FIPOINAINT ''''''' ,0,,,,. .„, AN)CE0.410,14)II.D041"FIXTURES SHALL BE 11+iSTALLLID AS FOLLOW& .:,,,.„,,,,,,, :741,VIILITLIIRTIIVIO.Tit<.:4114,71)14.;(1'7::,*1 A. LIIT FIXTURES WEIGHING LESS'THAN 10 POUNDS Fkip4 H.AVE ONE.t2 . '''' .,, ....,. . . Ni1. .. .. ,---- 1.../FITEll ' t")(TORE PAGTENtiO To 1 Z M 0•A,WINE:HANGER CoNWcIED ppm ;HE FIXTuRe TO THE STRucTURE '''' ..,,,, ,,, TONT SOLD ... . .. . . ALIOVE IWIRE MAY SE SLACK)„ N i . FIXTURES WEIGHING MORE THAN 10 PI IUNDE NO LESS TI IAN lid . N POUNDS SHALL HAVE TWO(2)12 GAUGE'INCITES AT OPPOSING CORNERS ',,,,,„%•••:::;,„`'....,,,,,, ..:- ..-0.. ,,,:,.. ... • (11) a) TO THE DTRuCTUNPAROVE NoRES:MA Y DE StACK), N..,›C'..7-•.<„,:, . ,..--- ,.:,:;•.,;,,,,,,.— SEISM1c ct,1P F r o n t Elevation > > 01 ,,,-1/4 ., -•-;.-/-.-:- - " -. - - C--# FIXTURED'MICH**WIRE-THAN 50:P1 IIJNOS M11tIT-LIIE DIRECTLY SCALE: 1/4" = 11-0" •.., < ,„: ..4,!..„0- . ATTAPHED TO THE STRUCTURE AROVE SY APIMOVED HANGERS Nor ---,. ,.:0,..". • -40,- it a X 1I4" SHEET METAL-SCREW II1EJ -C cc DEPENDANT ON CEILING GRID EIM SUPPORT", (OR At PROWD FASTRNERI .1-0 co co 0 o, pENDANT HUNG FIXTURES IutUST SE AL IA - E0 TO THE STRUCTURE AELNE:fIV ONE..0 GAUGE WIRE OR.APPROVED NAIRNATE INOT . DEPENDANT ON celow uomu,flOti SUP KATT> DETAIL 5 - LIGHTING FIXTURE 01) .... 14.AR TERMINAIS SHALL BE INSTALLED AS FOL I•UI$•,(cisc.,A comma foo eil,PKIRT I4ENDANT rixTuRE,DIRKTLY I 0 -0 afi:*my.;ftviTRAIwy. 1 '''''''''''''' 'i:.: ' .-I , ••.-:' FROM STRUGTURE ABOVE Wi WIRE.S OR 4J A. AIR TERMINALS WEIGHING L . THAN ZI)POUNDS SHALL BE POSITIVELY ..., -"-- limo suppoRn = Lr) ra ATTACHED To DRID. . , CNI 01 8,, AIR"TEPO RMINALS WEIGHING mome..THAN 20 UNDS AND LESS:THAN 66 . I-1 v— i= POUNDS SHALL SE POSITIVELY ATMHED TO GRID AND slim*HAVE. : :: ...-.. .,„,--x--- MAY BE CrINNECTED TO GRID CtILIT / , i 1 \ TWO IJ 12.ammE WIRES AT 11 Al CoANERs To THE STRUCTURE ito."07r-,.,...,;,.,;,„.;.,„,....„„.;,.T.. NOT DEPENDANT ON GRID FOR ABOVE MIRES WY fie sLADIO, 50Pf41:0111 -, ,......... C, AIR TErtMINALS WEIGHING MORE.THAN 58 POIJNOS MUST HE DIRECTLY ,„,.. ATTACHTH ED TO E STRUCTURE ARCA* BY APPROVED HANDERS(NOT '''',---- sUsPeNDLLI CEILING DEPENDAN I ON CEILING ORD FoR Suf Pout, 1„ / 1---;74.Y,............,_ PlM3N1FIMJIlE / , IS,ALL FIRE SPRINKLER PIPING AND LAYOUT TO 3E APPROVED HYTHE FIF1E \ DEPARTMENT PRIOR TO'INSTALLATION or cii,o_iNG TILES..ICISCA GUIDELINES FOR SEi$MTG:Ne$TRANT)EXCEP1 WHERE RIClu•SR,,ACEr.s.ARE USED TO LIMIT • LicTERAL DEFLECTION, FIRE SPRINKLER FIEADS SHALL HAve A 27 OVERSIZE RING,SLEEVE OR ADAPTER"THROUGH:THE CEILING TO ALLOW FOR AT LEAIIXI I ST l'' DETAIL 6 - PENDANT FURE , OF MOVEMENT IN AlL DIRECTIONS.TAKE 7-05:SEC..115.5,22 El, .. _ _ FIRF SPRINKI FR READ PIPING ,:.•::-,„. - - --,,-, $pectm.,CWS(MIRE RATED CEIUNGS,HOSFITAESATSA ..., ?, ..... .''''' ....'e — OPITiON.:PROVIDE WAD BRAONG AT EA,..SPRINKLER HEAD 15. ACOUSTICAL CEILING SYSTEMS THAT ARE PART th."'FIRE.RESISTIVEP.AT , ED 1,.-,,,' ;: . . ii ii . .... ,.. ... ' tEll 11 LATERAL DEFLECTION TO LIMIT CONSTRUCTION SHALL BE INSTALLED IN THE:3AME MANNER USED IN THE 31.1 ..BL ,,,... \ , \__, ASSEMY TESTED AND COMPLY WITITE PROVISIONS OF CHAPTER 1.'PBC ''''' , 13-03.,9,1.2), FOR FIRE It ESIST/VE MAIN RUNNEF S.,ALSO EXPANSION RELIEF 4.:2.-UT r OVERSIZE RING,SLEEVE CR c,IiLiTs SHALL BE WITHIN S'''OF A VERTICAL SUPPORT WIRE (ASTMC:530.2,3,0) ADAETERTHRoUGH-CLO.,TO ALI13,04 I* , s .,--, .,--,.\, PERMIT SET 9/19/2016 MIN,MOVEMENT IN Ali DIRECTIONS , „ PENDANT FIXTURE' • \__./ 17.,FOR BUILDINGS UNDER THE CsSIIP.D&OSA RE DUIREMENTS OF:THE CB0 POTSISPIALEnn, siE-IE CHAPTER.ISA.SECTION I 614-A,„LIT FOR A SERIES OF - - ' - .... . . ' DETAIL "7 - FIRE SPRINKLER HEAD , JE :SPECK SUSPENDED CEILING REQUIREMENT ,) . - I 1 I I Right Elevation SCALE: 1/4" = 1'-0" Elevations 3 CONTRACTOR IS RESPONSIBLE TO VERIFY DIMENSIONS IF DISCREPANCIES ARE FOUND,THE CONTRACTOR IS TO CONTACT ZINK DESIGN SERVICES IMMEDIATELY SHEET