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Plans Bt P2015 00002 O U) M W C/) N Q i 1 i ,i U) i4l \ it • m 0 � 06 i i L LOCD � 0 � z 4 W t6 i W � Q O � Z j 1 ci CL s 1 i 0 0 o c c O J JAN 201 i' 5 t �r.r� "rtf PROJECT DATA _ _ L 2014 OREGON STRUCTURAL SPECIALTY CODE OCCUPANCY CLASSIFICATION : o a 'B' -ANIMAL HOSPITALS, KENNELS t i ' CARMAN RD. _..._ _ ---------- - ,t cm EXIT #29 \. `'� -- === - ; BUILDING CONSTRUCTION TYPE: c I .. ._.___.._._ __ ;„ �_�.-�- WITHOUT AUTOMATIC SPRINKLER SYSTEM .c ,7 i \ ---- _ III-B -_ _-� k f NUMBER OF STORIES: _ -� - 1 RY • S V � AREA OF WORK SQUARE FOOTAGE: C j >% / APPROX. 3,300 SF OCCUPANCY LOAD: MAX. 61 OCC. SEE CODE SUMMARY PLAN _..__ ,\ A. PROJECT VALUATION: $ 198,000.00 NO G BUILDING LOCATION EXIT ACCESS: {� - \ TWO(2)EXITS REQUIRED,TWO(2)EXITS PROVIDED. _----------------- .................................-........................ ............._...--------------------- __-------___------__--.-.---- ..........................................-_-- � '- _ \`'\ \ ALL EXITS ARE EXISTING AND HAVE APPROPRIATE EXIT SIGNAL CONSULTANT: 1 , CITY OF TIAtD PLUMBING FIXTURE COUNT - -------------- _X - 3,300 SF/ 100= 33 OCC/2 = 17 OCC PER GENDER - Approved by Planning ( PER 2010 OSSC CHAPTER 29, TABLE 29.2.1, 1 WC AND 1 LAV j` -- ; `�__---- - Date: � H FIXTURES PER MALE& FEMALE REQUIRED LOCATION MAP -� �`�\, Initiais: SCALE PROPOSED LAYOUT PROVIDES WITH 1 WC NOT _ ANi 1 LAV FIXTURES EACH. 1 SITE PLAN A1.0 SCALE: 1/16"=1'-0" - - -- DEFERRED SUBMITTAL --Q- _ --- --I i— CONSULTANT: I -- ;-` — — — — — — — — — ----J ! 2014 OSSC SECTION 107.3.4.2 (BY SEPARATE PERMIT) MECHANICSTAFF {– — –! `Flf BREAKROOM 1K — — ELECTRICALAL . . II I– — — — — — — I –I PLUMBING II I II EXIT ILLUMINATION 114 SF @ 1:100=2 oqc II GRO MING ::>::f{::>::::> NOTE: SELECTED DESIGN BUILDER FOR M.E.P. & EXIT ILLUMINATION ARE FULLY RESPONSIBLE FOR THE DESIGN OF THESE SYSTEMS AND/OR 173 SF @ 1:15=12 OCC I I COMPONENTS. THESE SYSTEMS AND/OR COMPONENTS SHOWN ON $ DOCUMENTS ARE SCHEMATIC PURPOSE ONLY, THEY ARE NOT INTENDED I ( a I I I TO REPRESENT FINAVCODE COMPLIANT DESIGN. PROVIDE DESIGN Mini — — — ` I I I ( DOCUMENT SUBMITTAL TO ARCHITECT OF RECORD, OR REGISTERED —m- --y : I I I ( DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, FOR REVIEW PRIOR TO SUBI�rfTTAL PER 2014 OSSC SECTION 107.3.4.2. PROCEDURE L — J I - - - - ------------ TREATMENT —I -- 357 SF@ 1:100=4OCC f F; ;? ,f > ?? 4 79 SF 1:100=1 OCC .F ?? fes.. •f ... ?J}� I} 1 ;{% �.. .r ? /:: •,••• !/! :fir:•}:•: .::�{�..: r} ? ............ •y f.•. •f.+•:r$S?i:`% .:� r•$:�:1.{•}Y.•.:}:::/•-� ............ �$%%$: f.. ..r.... .xr:8 '}•�'.. .:...:. ....:.. »:.. v}n4%$�:..... ...».. }y LAB/ , r-. ' I STERIL. I `✓; >> .. PROJECT TEAM I : •••< : k. rn. .. 118 1. PROJECT MANAGER: TONI KING &ASSOCIATES t CONTACTS: CHELSEA RODGERS I I I GROOMING 'f' � I �� � -- _ -- — —_ _-- ! IIm PHONE: (503)235-4243 EXT. 3# ROOM#1 I s�•h' cr@tonikingassociates.com ' { 610 sF @ 1:100- o I ( I 330 SE MLK BLVD. SUITE 350 - n yr ( ?-•!'i ............ I �� / PORTLAND OREGON 97214 FAX: (503) 546-5698 >G � }{ {;?'{ i 107 s @ 1:100=z occ TENANT CONTACT: - — CONTACTS: DR. JEAN BATTIG .� � ?ff ff•: cJ ? C) drbattig@gmaii.com ._.. I NORWEST CONTRACTORS — — _ _ � CONTRACTOR: XRAY _.. J tp, = _ CONTACTS: MARK ENGER F, ?; (D CP PHONE. 503 710-0567 }f '/.++}: }r:... ±!'i $�. .r •`•3$+ ry++y':rrr'{;$:ii}. •;� :�rrr. : :� .:,{:?. �,; :y- aa -::fl:•: }.y::}. 1�:: x.:. . .�. :�f : .,:.... .... m n r n rw t c. m $}: :..... .. ... ....... .. PO Box 25305 } I II Portland, OR 97298-0305 ELE Tf�IGAL ( {? 1 W 001 `', cfy. Lu L — :. ----------------- LL— L^ P ,I TROQ I STR00-� ?'`'' Lu CV .... 1,1 , I 110 �� I GENERAL NOTES w a- W .._.. U) u,>\ crO A. 1 ' 125 SF @ 1:100=2©CC � � o — - � � I THE CONTRACTOR TO CAREFULLY REVIEW THE DOCUMENTS FOR THE \ - I WORK ANYCONFLICTS MUST BE CALLED TO THE ATTENTION OF THE cl.. W � Q Q ' . % \� a — — THAT STAFF '% " � DESIGNER PRIOR TO SUBMISSION OF A COST FOR CONSTRUCTION, SO ... , � � WORKROOM !— :, . �---= I - - - -� (D � OWi._ -- 01 - B. THE CONTRAUTOR SHALL PROVIDE ADEQUATE PROTECTION OF ALL z F'""""" Ir ui GS, FURNISHES, BUILDING STRUCTURE, EQUIPMENT, F— ?. W` H 1 . : . :..: ~, I I :......... .... :...::. ...::- ..:: : ..... ..:. .. ...:.................. AND SYSTEMS, AS REQUIRED. :,. - - - f { EXAM#3 :; ,}}, LO C. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DEEMED TO BE THE C) _. . '`: LU 105 c7 RESULT OF THEIR WORt: THE CONTRACTOR WILL COORDINATE CLEAN UP ,,• [ `� OF ALL AREAS AFFECTED BY DUST OR ANY MATERIALS BOTH DURING W — j/. :'!'+? `` { }:{ may/{? .M f •++f,• f: f?_� F?iF ?/ •}'Y: �, , •ff.$: •ryv ::'{xy :%f iij''' jyl'z", 'F 1 if;F '�fy'? W CONSTRUCTION AND UPON COMPLETION OF THE PROJECT INCLUDING THE f HALLWAY#2 $ 1os : { :.. : INSIDE OF ALL WINDOWS AS NECESSARY SO THAT THE SPACE IS READY FOR — — — ��s `'' • • OCCUPANCY BY TENANT. ("� 86 SF @ 1:100=1 OCC - Q } 133 SF @ 1:100=2 CC D. SIGNAGE IS TO BE COORDINATED BY CLIENT, NOT AS PART OF THIS PROJECT. 64 SF 1:100=1 OCC E. CONTRACTOR TO COORDINATE WITH TENANT'S LOW VOLTAGE CONTRACTOR TO MOMBUI5NESS OFFICE EXAM#4 — = COMPLETE THEIR WORK PRIOR To ANY CEILING TILE WORK. i �-- -� _ F. ALL WORK TC?CONFORM To CURRENT INTERNATIONAL BUILDING CODES, `' AMERICAN WITH DISABILITIES ACT, ETC. EXAM#2 Y I 104 G. DRYWALL FINISH TO MATCH BUILDING STANDARD. 50 SF @ 1:100=1 OCC �- -1 " $ H. CONTRACTOR TO PROVIDE DESIGNER WITH SHOP DRAWINGS AND SUBMITTALS FOR LIGHTING, PLUMBING, CABINETRY, FINISHES, DOORS, ETC. I 4Y A, 148 SF @ 1:100=2 OCG r OF TIGARD �;�, RECEPTION �EVMD FOR CODE COWMNCZ I I ► �� 102 r OTQ Pcrmh#g GQL2z;,f 5: dress; -��c�0042&1 IL-- \ suite # DESCRIPTION DATE 93 5F 071:1 as=1 OCC �. %! PERMIT SET 12l11I2014 ?. r. Vii .{' .:.. - : EXAM#1ON - - - - 103 "I'll" { ` {` _ { >} 347 SF 1:15=23 OCC -; <.. , .{ , }fir AT WAITINGIC�u COPY =-- DOG WAITING ,, :' ?'+.:. }. - - - _ o ' { DRAWING I ,\ I - is •fF�, - A1.0 COVER SHEET WITH SITE PLAN, CODE SUMMARY, DEMO PLAN AND i 'A PROJECT INFORMATION EXI `• ', A1.1 FLOOR PLAN W/ELECTRICAL, WALL DETAILS, WALL TYPES, ` ELECTRICAL LEGEND &NOTES, PLUMBING LEGEND& NOTES, DOOR SCHEDULE, TYPES AND HARDWARE. FILE: 2014-1o2-ao JOB: 2414-102-01 - A1.2 DEMO REFLECTED CEILING PLAN, REFLECTED CEILING PLAN, DWN: CR CHK: PK REFLECTED CEILING LEGEND, DETAILS& NOTES, LIGHTING LEGEND COVER SHEET, SITE ENLARGED RESTROOM PLAN AND RESTROOM ELEVATIONS PLAN, CODE SUM. A1.3 CABINETRY ELEVATIONS DEMO & PJKT INFO F��F 2 CODE SUMMARY PLAN 3 DEMO PLAN F I (S 1\4 F F) A1.0 SCALE: 114„=1'-0" A1.0 SCALE: 114"= 1'-0" Al ■ 0 001if 11 f % PATH OF EGRESS . , }. , M ui ELECTRICAL / LOW VOLTAGE LEGEND DOOR SCHEDULE (D WALLTYPES DOOR FRAME FIRE HDW "' � 0 No. SIZE TYPE MAT. FIN. MAT. FIN. RATG TYPE DETAILS -; LIGHT FIXTURE LEGEND a rn w SYMB. DESCRIPTION NOTES QTY. ) ~ CN 6"LED CAN FIXTURE 24 -M M oo U) > tet- M < d5 CO CD o LO 2'X4' FLUORESCENT FIXTURE 23 J 0 N (D (F-XIT 1 Of Of r 2'X4' FLUORESCENT FIXTURE WITH EMERGENCY ELECTRICAL BALLAST 0 �� n Z CL AF M ® ST FF NEW VANITY FIXTURE-TBD 2 ,,. 11 O ..... .... .. .. ...... .... VX 4'WRAP FIXTURE 1 0 SURGICAL LIGHT;OWNER PROVIDED,CONTRACTOR INSTALLED 7 GROOMING f r► v ROOM#2 9_p R1 114 DENTAL LIGHT`OWNER PROVIDED CONTRACTOR INSTALLED 4 T - _E R5 E 6 ' UNDER CABINET LIGHTING IN LAB/STER IL.(36"-48"} 8 C ((� R4 (N}-NEW,(E}-EXISTING, (R)-RELOCATE _ n l31 y PROCEDURE L 11 ,� 7 E E REFLECTED CEILING LEGEND REFLECTED CEILING PLAN NOTES 9f-nn 117 R1 SURGERY#116; PROVIDE BLOCKING IN CEILING FOR • . . . . NEW HARD LID CEILING 8'-0"&12'-0" SURGICAL LIGHT, (N.I.C} t: f rf TREATMENT AREA #117; PROVIDE BLOCKING IN CEILING FOR - 118 R2 DENTAL LIGHTS. 4 LIGHTS TOTAL, (N.I.C) A=F R3 R3 { NEW 2 X 4 GRID W/#769 CEILING TILE CONSULTANT: Ll R3 TREATMENT AREA #117; SAVAGING, OXYGEN, AND VACUUM ABOVE CEILING. WALL SWITCH 113 R2 R2 R4 SURGERY #116 & XRAY#119; OXYGEN ABOVE THE CEILING. THREE WAY WALL SWITCH 3 R5 SURGERY #116; CONTRACTOR TO ADD EXHAUST FAN AS Q NEEDED AND PROVIDE SWITCHING. 9'- rr EXISTING HVAC AF X R3 R3 0. 02 R4 EXIT SIGNAGE XRAY 11 / EXHAUST FAN / l .... / _ E'X I T COOLING FAN CONSULTANT: MAP .. . _ .. ... r SACAVANGING, OXYGEN&VACUUM __ 8tw rf I� — / �I STAFF \ I . .RESTROOM RESTROOM. EMERGENCY LIGHTING – --.. _ ISI . . . . . �– — �— — — —� LIGHTING — . . . . . . . . . EMERGENCY 1 110 co 9r Oft �' @) T- . . . . . _1 F. ....... .. . . . . . . . . . . . . W M t S FF ORK 00 P — - � — '..6" 1 0 / \ \\ AFF t, _—.. W � I \/ � � � EXAM EXIT o � '\� 105 r N — � �\- -�� foff 0 .-.....,. -.- -.... �y \ / ---.,.— L.ateral Fore 1:racin ;;Kg f.'5%ikF':Ci FIELD TECHNICAL I �FORMAT101� &74 Lateral tome Bracing HALLWAY 2 •Ceilings constructed of lath and plaster or gypsum board,screw or nail at — � 0 L - - - -� Al 02 0 fsJs.cxl SF<. �sf!? 7c<ti€,,. < tt b.:Y c?,f<k'If tw£s�5f'G. rfs,s l 1 UCS ;; Cached to suspended members that support a ceiling on one level extending �\ ' from wall to wall shall be exempt from the lateral force bracing requirements. 'V �Otr �r fr Suspension Systems for Acoustical Lay-in Ceilings °;: r �r' ;�s ,•::,; - •Lateral force bracing is the use of vertical struts(compression posts)and �, splay wires(see figure 2). ri E & F __ pY Seismic Design Categories es e , g g ........ \ / �- =f�ge •For ceilingareas exceeding 1,000 square feet horizontal restraint of the cell- - silaved ,.� ing to thestructural system(lateral force bracing)shall be provided.:: ; os L+J i;2S ........ ......... BUI NESS farther than 6 feet from walls. .,,. .,. :. ma or and begin no (^ .{;� •Lateral Farce Bracing shall be 12 feet on center(maximum)a e in ...... ......: - 0 FICE XAM#4 ......l.YOo> 2r he�•11 .., 0 1?..2 •Seismic splay wires are to be four 12 gage wires attached to the main beam. This document has been revised i Wires are arrayed 90°from each other and at an angle not exceeding 450 from based on current Building Gude � ,,. ,..:.,. .... .. . t_Otf / \ standards,In all buildin s,other'than Maximum\ t' 0 g it€ui�€Becorraerded l engtYts#c+r •Seismic splay wires shall be attached to the grid and to the structure in such . ... _ - FF a manner that they can support a design load of not less than 200 pounds or structures classified as essential' 'vertical Struts F 7 sign d,with a safety factor of 2,whichever is greater(figure XAM#2 f i' installed the actual de laa it Ii ac llties suspended ceiliir>Egs 6b). ::;,:. ,;> :': •.::.% "EMT conduit u to 5'10° ! •"Powder-driven shat-in-anchors"{PAF's},when used for seismic application E and F,snail in accordance with the prescriptive p as part of the prescriptive path in Seismic Design Categories D. a $ p e9 , „ # /a' EMT conduit u to 7 8 have an ICC-ES approval far seismic app#icatians and sha#!require specia :. \/ provisions of the 40'1 document are h P r Clore is in. : ::... ....::: :.... . :::. .::,.:::: .. .:::: ..:.. .:..:. :.. ...... I I i inspect respect he type a occupancy category the 4 a�,�„ �■ _ deemed to comply with the Current 1 EMT conduit up t PAF anchors for kicker res(splayed wires installed for purposes other than seismic restraint)are exempt from this requirement. � I � .� �. � I / \ � ; � ► rf - building code interpretation. � s •Splay wires are to be within 2 inches of the connection of the vertical strut to p l J /R ,.� �.. �- \ ' 9 0 ,�..- Single 1°Is'metal stud(20 gauge} up to 12 0` , p Y —'J �— — — —� !�— — — —� suspended ceiling. � _� RECE TION � _ _ _ _ _ This document provides the(BG-2009 g• ' • — — Back-to-back 1/s"metal stud E u to 15'0" p •Rigid bracing may be used in lieu of splay wires. .::,;:.:: \ / referenced standards for the (20 gauge) / ( I / I ( i •Ceilings with plenums less than 12 inches to structure are not required to Q R� installation of suspension systems Single 2'/z"metal stud(20 gauge) up to 13'6" have lateral farce bracing.:,.,... — — — � � •Vertical struts must be positively attached to the suspension systems and the for acoustical'lay--in ceilings. ;r}�,r:.I �;Cc r e€c�ti;€ s Back-to-back 2'/2"metal stud up to 15'o" CM7 S S •Referenced sources per hierarchy:2009 IBC(International Building Cade), (25 gauge} •The vertical strut may be EMT conduit,metal studs or a proprietary compres- lncorporation of this document w€11 American Society of Testing Materials(ASTM C 635,ASTM C 636,ASTM W Sions (see figure 3). E 5801E 580M),American Society of Civil Engineers(ASCE 7-05)and Ceil- post(s provide'a rnore uniform standard ings and Interior Systems Construction Association(CISCA). , Wall Moldings;�;£;:-:rr;�,:;Ff:�t 4r::3 � W � for#ns'talEation and inspection.This •Partitions that are tied to the ceiling and all partitions greater than 6 feet in •Wall moldings(perimeter closure angles)are required to have a horizontal EX #1 - hei ht shall be iaterall braced to the structure. Bracing sha#1 be indepen- f:y'u=- M flange 2 inches wide.One end of the ceiling grid shall be attached to the wall LL Cj document is designed to accomplish g Y - { it'rer>rtents 3 I r %I dent of the ceiling splay bracing system.: Attar h l Wal#Mai#ding Re€ € molding,the other end shall have a !a inch clearance from the wall and free to (� F-' Of - �. slide. .,... :..... . ..: J.::"• - r' partitions refer to �- <>:: � the intent of the International For further information on bracing of non load bearing pa a e .. -,.: � rt- •Where substantiating documentation has been provided to the local•urisdic- CL C / \ / \ \ AFF NWCB technical document#200-501. g l W - - - -� �'- - - -� �'- - - -�' - - - -� ., OTING i r rr CN G WAITING Building Gude (IBC)with regard >,sY. tion,perimeter clips may be used to saYsfy the equ'ements far the 2-inch iN •All morn beams are to be HeavyDuty -••• .�,:- ::::;,:::::,.>:%� � W closure angle W C� to the requirements for seismic +All cross tees shall be capable of carrying the design load without exceed- 0 o •The grid shall be attached at two adjacent walls(pop rivets or approved meth ..�. design ategdry D,E and F for. r deflection a#to 11360 a its n....,.,.., _,.., �0�.� od),Soffits extending to a point at least level with the bottom plane of the grid 0 W � ng d equal f't spa . are These recommendations are intended and independently supported and laterally braced to the structure above �'j'ti Z r C .r s€aspend ce#ling and e aced items. for suspended ceilings including grid, deemed to be equivalent to walls. 0� _ .. _ _ tile,light fixtures and air' '-0. panel or �.�..' rC[ T1 IF- Unless supported lay engineer€ng, Spreader bars($igUro_4t;r terminals weighing no more the 4lbs. ..-... the suspension system Shall be per square foot.:.;:;.:,';::; <:. ;:, ::�}:;:: :'.Y. •Spreader(spacer)bars shall be used to prevent the ends of the main beams — sis.•rrr>"` and cross tees at perimeter walls from spreading open during a seismic event. W ~ Unattached Wall Molding Requirements installed per these requirements, maximum a' Perimeter wires shall not be in lieu of spreader bars. (76m,n) + All wire ties are to be three tight turns �\ Manufacturers'recommendations Z _ _ around itself within three inches. tivelve /. •Spreader bars are not required at perimeters where runners are attached gage Hanger wire spaced 4 foot on cera- directly to closure angles. W should be followed where applicable. ter(figure 1). •Wire tying is an acceptable alternative to spreader bars. + Changes in ceiling planes will require 0 �o s < Q positive bracing, II�� Fulaln •Spreader bars are not required if a 90 degree intersecting cross or main is C3�, within 8 inches of the perimeter wall. }.... i.'S 1, ^" 1 DEMO REFLECTED C PLAN 2 REFLECTED CEILING PLAN �:�,, :� ;...: < .�.!,,��,.��:�� ,4 � .Where substantiating documentation has been provided to the local jurisdiction, � .0. perimeter clips may be used to satisfy the requirements for spreader bars. A1,1 SCALE: 1/8 =1'-0" A1.1 SCALE: 1/811=1'-0" ................................................-------. ....-----.............-----... ................ P•�'s3?..i'Jbft,:S ��/A 7�{::r: �i G,r3ri:`tEAIJ `i EJtor E'y.?�>iti SYS r'c-.ME' €=:s}s ACCO s�lIC;AL LAY-IN Ct=i�.E,'•YC_S � ,�r■ Iz-i�F-:'r�b�F,"S 'WA: ,'t 4F3i.i.--IG rP RFAiJ.v IC, :�.n4 •': r�r;C, f, �� �" W U SE..F v8• S'f. I"�.h;; 0R A.r C, %•,I. ":(-:A: FI;.f�2•.;�.; ■ 0 ( Hanger(Suspension)$, lreS;sign%•Qs wand 5b'3 •Hanger and perimeter wires must be plumb within 1 in 6 unless(figure 5a) V V t counter sloping wires are provided(figure 5b). I — — — — — — — — — — — — — — — — — — — 54 MIN CROSS T iI.A'�#~RAt.l"t3R€�1�BRACING PERIMETER WIRES �� •Hanger wires shall be 12 gage and spaced 4 feet on center or 10 gage rHanger:vuir laced within eight inches - =_ --�- 39"-41" The cross member that interlock with The bracing method used to prevent es p g spaced 5 feet on center. :•:;:; y s •Any connection device at the supporting construction shall be capable of car- the main beams,also known as cross < ceiling uplift or restrict lateral move- of the surrounding walls, tying not less than 100 pounds runners or cross T bars, ment during a seismic event.Lateral force bracing consists of vertical struts l'-IElil • z +Powder-driven shot-in anchors(PRFs)are an approved method of attachment DIFFUSER The space above a suspended ceiling. ao for hanger wires. :,.:. ,..,:,...: _ A circular or rectangular metal grill and sp#ay wires. 42"G.B. •Terminal ends of each main beam and cross tee must be supported within 8 used far the''passage of air from a MAUI BEAM LACI#�.:�43'IRE TOP MAX inches of each wall with a perimeter wire(see figure 4&5 b).: �$� ::::>s:; ducted system. The primary suspension member sup- Wires 12 gage wire that is not tight or taut. n shatl not attach to or bend around interfering material or equipment,A 5b g cr�untersloping ported by hanger wires,;also known as 9 SPREADER or SPACER BAR T.P.D. s trapeze or equivalent device shall be used where obstructions preclude direct ESSENTIAL SERVICE B #1»�iS' the main runner,carrying les,carrying suspension.Trapeze suspensions shall be a minimum of back-to-back 11/4 inch Any buildings designed to be used runner inrun ns; A bar with notches to prevent the sus- �- I % '� cold-rolled channels for spans exceeding 48 inches, b public agencies as a fire station, pension system#tarn separating,also z x a f' m police station,emergency operations M tl�Il GICLOSURE ANGLE called a stabilizer bar. ¢ p a E~ectrica.l fixtures \ / \ ^•,fi:,• center,State Patrol office,sheriff's Alight gauge metal angle or chan- j rn •Light fixtures weighing less than 10 pounds shall have one 12 gage hanger SPl~A IRE `- wire connected from the fixture to the structure above.This wire may be slack. office,or emergency communication net fastened to the perimeter wall or ___ _ __ ---. dispatch center, partition to Y Wires installed:at an angle rather than <5 perpendicular to the grid, :•>;':,.,.. •.r„<:<f;;:^ :•.:.. support fine perimeter ends of an ac- UNI-SEX \ I / UNI-SEX I / ` +Light fixtures weighing more than 10 pounds and less than 56 lbs,shall have GRID pp p \ I A / A two 12 gage wires attached at opposing corners of the light fixture to the coustical cel#ing',grid. VERTICAL STRAITS RR \ RR I � g g pp g g 114 / 115 I Y T ams and cross tees of the \ � / The main be ' structure above,These wires may be slack.:;:>::r.'L>:�::���-::-; _.�,.->.,.- - 'sus rasion system. PERIMETER clwlPS The rigid vertical member used in \ 3 B B 3 Light Fixtures weighing more than 56 lbs.shall be supported directly from the � Y lateral force bracing cs#the suspension \ A1,2 I A1.2 / y, �<> Proprietary angle bracket attached d'- MIRR. / structure above.These wires must be taut.:;%•:.::rr: ;;;'::;, ::,. HA#'� #�R WIRE system.,Also known as compression — — — — I — — — — — •Pendant mounted fixtures shall be directly sup orted from the structure above Vertical hanger wire attachment rectly to the wall molding/closure angle C \ T Y pp 10 or 12 gage soft annealed wire used which allows for ”movement in the Posts,seism#c pods,seismic struts. using a 9 gage wire or an approved alternate support without using the ceiling Common materials are electrical con-• • ... ,-..,..,-•,.,..:... �,.,,,...r•���>~,, .........................:.....:.:.........'l; . �-.� `as primary support'for the:grid system. event of seismic activity and interlocks T suspension system for direct support. :;;<:;:- dolt(EMI),metal studs orproprietary p proper#y with ends of grid system. # DESCRIPTION DATE Also called suspension wires_ +Tandem fixtures may utilize common wires. products. Mechanical Services ............................... PERMIT SET 12/11/2014 � -WALL MTD. LIGHT FIXT •Terminals or services weighing 20 lbs,but not more than 56 lbs.must have two 12 gage wires connecting them to the ceiling system hangers or the structure i- — — — — — — — — — — — — above.These wires may be slack. ::.;:;:: :t:;:;;:;... I•.;;>f- ;$,,:., _ _ _ _ _ _ _ _ _ _ I — I— — — — — — — •Terminals or services weighing more than 56 lbs.must be independently supported directly from the structure above.These wires must be taut. .,,..:; fT ;,; 6b MIRROR 36 G.B. ACK WALL r; „<. { B Sprayed seismic bracing wire attachment . Seismic Separation Joints;f1`�:Y4�;I 1032�A NE 5th�€e �NWCB lid.leo i the isttion -, \ For ceiling areas exceeding 2,5flfl square feet,a seismic separation joint or full 8eatfle, €,98915' lndistry for ova;#moi yrs,It#s.rgtrirzci _. \ ....... P•T.D, height wall partition that breaks the ceiling shall be provided unless analyses \ i g p g p YNI ' i" BIrl P T Phite f� 24s i' r ti n D. :, as a techs..bol a#x#1 v'i y:edi ea cinaf lei a d are performed of the ceilings bracing system,closure angles and penetrations -49 # rsir tb the wet#ail clip is It i l .. 3 . .... .::. to provide sufficient clearance. .:, p _ n _................:......::::::: °1e31#Free $24-4•`215 it�ea a x. tt?�r�Ilrter✓tssand.the i cert 12 42 G.B. The layout and lavation of the seismic separation Dint shall be per the design- ..................... ( �a / Y p l p 9 :................ / ( \ MIN inforrwcl £Ar ai #or€comrntirl`': oil a## tt :relatrn' tC ( SIDE WALL er of record and noted on the fans.If a seismic separation joint is required b 9 Y p p q Y TOP the designer,the designer may use the generic Dint detailed in this document "' 2:>r: -- g g Y g l www.nw €a�rg Cha dr 10'.. iz:all Eirt}:ctrl irk iirdgetry N , ! C� T.P.D. or a proprietary joint.The amount of free movement(gap design)shall be a I FTZ �' 'ridi. ..rs dvel ent.arrtd rslrna . Y \ ( 8„ , FILE: 2014-102-00 36 FROM minimum of 3/4 inch. UJ '`� BACK WALL fir t en:.o �irsixatic t{,th I DB saw t nem to - L — — — UJ M , In lieu of seismic separation joints,the ceiling may be divided into areas less CB OreSorB ( z MI WRAP PIPES z MAX. than 2500 square feet b the use of partitions or soffits as follows:partitions shall E JOB: 2014-102-01 KNEE CLR. o C q Y p p Phone:(50 )296-0333 +rstablish a di�c€fnertto prvide # nat.c�n and 1 _ ICER ADA � � M z extend a minimum of 6 inches above the level of the plane of the grid and shall N N Fax:1(503)295-2733 tyre#€..terms of[ 1rHi l { atioria#lr�q€ak W DWN: CR CNK: PK be independently braced to the structure above.Soffits shall extend to a paint at least level with the bottom plane of the grid and shall be independently supported ads AW.least Fit Vii:agetly of Fl"MA YC'Wrap an . e010 Ass r ciafiiort :,..,...,....,r;.....:•.,.,.,.;..;.;.,:.. eral# ,t RCP DEMO RCP n and laterally braced to the structure above...:.,.,..,.,.....:..........;,.,..,......:..;,.,...,�,. :.;.:.:. 9 {: . y ::' .. � ei'i Y 6 16"-18" Other than partitions and soffits seismic'Dints may not be used as art of a Phone:(6Ckt}575-1511 €;3rtisaitt:t*t.s a as. set'o4 r oM. endations p 1 Y p tdocumentation rs rovided. Fax,>604 597-?2€38 <<:>;':<;>>;...<: ..: ..:.. fire rated ceiling assembly unless substantiating p ( } y A g Y gLIGHTING LEGEND tni .€s,n�tit rlded ler an...s:::.. r oprf #i r on ct.: ELEV. ENLARGED ED RR A{bona Wail and sil:€it Assoiatiors Pr E L G & 9 ,::>:::::::... rr ..:.::;..... _ .... .. ... . Sprinklers TFta.IWt ttal :ni : 'res.c .:13r, l#ed irrir E ,N. v . Ph tie. 403.25 -7045 A. For ceilings without rigid bracing,sprinkler head penetrations shall have a 2 inch ...>.. .. g g 9 p . i loot e ....................................... .......... . . n Fax.;4E33 291-9515 / h ilio the t allow free movement of at }_ sty pr..gp .r. .: oversize ring, or adapter through the ceiling o a o g �. ...:.::.:::.:..:::... nr least 1 inch in all horizontal directions.Flexible head design that can accommodate ;;�,,:,::,,: r�",e. ........ .......... ........ ................... -------- ..::::...::. ..............,............................... ........... .......... rr 1 inch free movement shall be permitted as an alternate.:>:> .-• !, f..:, 3 ENLARGED PLAN - UNI-SEX RESTROOMS 114 & 115 4 ELEVATION - UNI-SEX RESTROOM 115 YK:i.'i'sEwkt.,E`t'rt::f.x t:£':L%P•<v:3E��?£f.'3 s.�.0 PEr%SI d S�-: .. ., Fri: tk• LJ..3. f,t LAY-IN UMNG8 A1.2 SCALE: 1/2"=1'-0" A1.2 SCALE: 1/2"=1'-0" Lu (D co N O � 0 Q Fn 0) a Ln ad .Y..a `n co 0 0 N n z "-' a a v) co CD u0 Lo z m aa- •> O ADJUSTABLE SHELVES c+.v (2)ADJUSTABLE SHELVES (2)ADJUSTABLE SHELVES _----P-LAM UPPER CABINET D ADJUSTABLE SHELVES ADJUSTABLE SHELVES ADJUSTABLE SHELVES STORAGE,PL-(VERIFY c _ - _ _ _ _ - UNDER COUNTER LIGHTING INSTALL)TALL) IOR TO :.a °Q - H R - N N N N dQ ......... _ ..... •� ..... :..:. ..:..:: -.-: N P-LAM COUNTER TOP W/ P-LAM COUNTER TOP W/ - P"LAM COUNTER TOP W/ - �; P„LAM COUNTER TOP W/ - =� ,---- P-LAM COUNTER TOP W/ -- - ---------- - 4"SIDESPLASH&BACKSPLASH,PL-1 � � 4"SIDESPLASH&BACKSPLASH,PL-1 4 SIDESPLASH&BACKSPLASH PL 1 -- -- ” ---- 4 SIDESPLASH&BACKSPLASH,PL-1 4 SIDESPLASH&BACKSPLASH,PL-1 0 cr W � P-LAM NEW UPPER AND LOWER �' -p P-LAM NEW UPPER AND LOWER 0 0' P-LAM NEW UPPER AND LOWER � � P-LAM NEW UPPER AND LOWER '� � D 0'_ � � P-LAM NEW UPPER AND LOWER CABINETS,ALL EXPOSED -, _ "CABINETS,ALL EXPOSED _- ... Qv- c� M CABINETS,ALL EXPOSED o _ �ETS,ALEXPOSED CABINETS,ALL EXPOSED , - SURFACES,P-2 -2q _ , SURFACES,P . -2CAGES(NIC} cn tDC 4"BASE '4"BASE 4"BASE 4"BASE �, .... 4"BASE 4"BASE rmm=9 u EXAM ROOM 1 EXAM ROOM 2 3 EXAM ROOM 3 r4 EXAM ROOM 4 PHARMACY6 GROOMING ROOM #1 A1.3 SCALE: 3/8"=1'-0" A1.3 SCALE: 3/8"= 1'-0" A1.3 SCALE: 3/8"=1'-0" ��3SCALE: 3/8"= 1'-0" �A�3SCALE: 3!8"=1'-0" A1.3 SCALE: 3/8"=1'-0° CONSULTANT: UPPERS 12"D INSIDE CLR ADJUSTABLE SHELVES RELIGHT RELIGHT RELIGHT (2)ADJUSTABLE SHELVES RELIGHT P-LAM UPPER AND LOWER N CABINETS,ALL EXPOSED N `y SURFACES,PL- PROVIDE GROMMET PROVIDE GROMMET PROVIDE GROMMET P-LAM COUNTER TOP W/ HOLES AS NEEDED(SITE � ---_ `�� VERIFIED WITH TENANT HOLES AS NEEDED(SITE HOLES AS NEEDED(SITE 4"SIDESPLASH& CONSULTANT: VERIFIED WITH TENANT BACKSPLASH,PL- AFTER MOVE IN) AFTER MOVE IN) o N AFTER MOVE N}TENANT c> P-LAM WORK SURFACE �---P-LAM WORK SURFACE, P-LAM WORK SURFACE, ADJUSTABLE SHELVES PL- PL- PL- o � o - 6000 RD �. ADA D P-LAM NEW LOWER }U- zo CABINETS,ALL EXPOSED 0/W SURFACES,P- w 4"BASE 4"BASE 4"BASE n, \ I `� / 4"BASE -- TREATMENT ROOM 8 TREATMENT ROOM rqSTAFF BREAK ROOM ��3SCALE: 3/$"=1'-0" A1.3 SCALE: 3/8"=V-0" ��3SCALE: 318"= l'-0" ADJUSTABLE SHELVES ADJUSTABLE SHELVES J, ADJUSTABLE SHELVES '� — ADJUSTABLE SHELVES _ _ ! UNDER COUNTER LIGHTING UNDER COUNTER LIGHTING UNDER COUNTER LIGHTING C C co - .. ... Q P-LAM COUNTER TOP W/ — — — -— —- — P-LAM COUNTER TOP W/ _ 0 P-LAM COUNTER TOP Wi _ — . ——__ __ 4"SIDESPLASH&BACKSPLASH,PL- - - 4"SIDESPLASH&BACKSPLASH,PL- 4"SIDESPLASH&BACKSPLASH,PL- 1— — P-LAM COUNTER TOP W/4"SIDESPLASH&BACKSPLASH,PL- P-LAM NEW UPPER AND LOWER o 0 o P-LAM NEW UPPER AND LOWER LOWER LOWER - W UPPER AND LO P-LAM NEW UPPER AND CABINETS,ALL EXPOSED ' � � � � � CABINETS,ALL EXPOSED CABINETS,ALL EXPOSED CABINETS,ALL EXPOSED CZ? - - SURFACES,P- SURFACES,P- C? _ _ - -_ SURFACES,P- c, SURFACES,P- 4"BASE � _.�____-_�--- ,� � 4 BASE --4"BASE —�" � ---�--�----.4"BASE .�..� w d A B c 10 PROCEDURE ROOM 11 LAB/ STERILIZATION �,,, o ��3SCALE: 318"= 1'-0" A1.3 SCALE: 3/8"= 1'-0" z ui O W 5 UL CD Z uj Cr_ 04 < CY 0-4 �- w w Li- o W o oc z o O oc RELIGHT UPPERS 12"D INSIDE CLR I— W E" (2)ADJUSTABLE SHELVES z w V J C1- (2)ADJUSTABLE SHELVES (2)ADJUSTABLE SHELVES (2)ADJUSTABLE SHELVES P-LAM NEW UPPER&LOWER - -- ui P-LAM UPPER CABINETS, . ...... - _... _. _ _ P-LAM UPPER CABINETS, - EXPOSED - P-LAM UPPER CABINETS, co ALL EXPOSED SURFACES, , ALL EXPOSED SURFACES, = - �, ES,P- E""" C/7 N - _ -� csw ALL EXPOSED SURFACES, -� SURFACES, _ PL- {� co PROVIDE GROMMET D D D D PROVIDE GROMMET - PROVIDE GROMMET - "' DD G � HOLES AS NEEDED(SITE ES AS NEEDED(SITE HOLES AS NEEDED(SITE D D' P.LAM DISPLAY CABINETS H0�_. VERB ;ED WITH TENANT VERIFIED WITH TENANT VERIFIED WITH TENANT Wl(2)ADJUSTABLE P.LAM ( 1"� AFTER MOVE IN) z AFTER MOVE IN `-" SHELVES EACH ' �"•/ AFTER MQVE IN) P-LAM COUNTERTOP Wl W �:► P-LAM WORK SURFACE, v P-LAM WORK SURFACE, P-LAM WORK SURFACE, PL- PL- PL- 4"SIDESPLASH& P-LAM COUNTERTOP,PL- D D D D D BACKSPLASH PL- S w D P-LAM NEW LOWER `� �► `-" C? --- ca to CABINETS,ALL EXPOSED 4"BASE 4"BASE N 4"BASE "' 4"BASE U') _.. _ _.. SURFACES,P- 0 4"BASE rl 2 STAFFWORKROOM A1.3 SCALE. 31$"_1-0 13 HALLWAY #108 14 RECEPTION DISPLAY - ��3SCALE: 3/8"= 1'-0" A1.3 SCALE: 3/8"=1'-0" # DESCRIPTION DATE PERMIT SET 12/11/2014 3`-0" 3'-0" SOLID SURFACE SOLID SURFACE SOLID SURFA COUNTERTOP CE SS COUNTERTOP,SS- COUNTERTOP,SS- P-LAM COUNTERTOP,PL- -P-LAM COUNTERTOP,PL- SUPPORT BRACKETS AS NEEDED ---- P-LAM NEW LOWER �, , P-LAM RECEPTION FACE,P- - P-LAM RECEPTION FACE,P- / CABINETS.ALL EXPOSED _. SURFACES,P- M CV M (V CRI 4"BASEM 4"BASE \ // " / 4 BASE Niz FILE: 2014-102-00 JOB: 2014-102-01 DWN: CR I CHK: PK CABINERTY 15 RECEPTION DESK 16 BEVERAGE STATION ELEVATIONSA1.3 SCALE: 3/8"=1'-0" A1.3 SCALE: 318"= 1'-0" Al ■