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Plans (23) E LC2019-00592 CO?- ovv° z PROJECT DESCRIPTION RECEIVED ce z CD D SEP 5 2019 0 cy o TENANT IMPROVEMENT FOR NEW B-DENTAL OFFICE. DEMO OF PREVIOUS ACUPUNCTURE OFFICE. NEW INTERIOR PARTITION CITY OF TIGARD U WALLS, MECHANICAL, ELECTRICAL, PLUMBING AND NEW A.D.A. RESTROOM. I ULDNGDIVISION < — N- 0_ M o w 2 PROJECT TEAM DRAWING INDEX Ci. V W Lu BUILDING 11565 SW HALL BLVD., SUITE 160 I. n O J0 Q ADDRESS: TIGARD, OR 97223 T-0 COVER / SITE PLAN DESIGNER / EMMETT PHAIR CONSTRUCTION T-0.1 EGRESS PLAN CONTRACTOR: I- _ CONTACT: TARA CANTRELL W a. EMAIL: tara@emmettphair.com T-1 DEMO PLAN / DIMENSION PLAN PHONE: (541) 521-7661 V) I— N FAX: (503) 399-0009 T-2 DETAILS W Nr OWNER / CONTACT: DR. JOHN CHUNG Z 2 j TENANT: EMAIL: chungdds3Oyahoo.com T-3 PROPOSED PLAN 2 w co DENTAL TDENTAL CONTACT: KEVIN JAMISON DEMO CEILING T-4 PLAN REFLECTED CEILING PLAN EQUIPMENT / 0 U CONSULTANT: EMAIL: kevin.jamison@pattersondental.com T-5 FINISH PLAN W V W PHONE: (503) 505-2284 0 STRUCTURAL WDY ENGINEERING T-6 FINISH SCHEDULES ENGINEER: CONTACT: SCOTT WALKER EMAIL: scott©wdyi.com T-7 ELEVATIONS PHONE: (503) 203-8111 au41.13 Cdwo4a1 PHONE CONTACT: SIDNEY 1-8 ELEVATIONS S Q5 CONSULTANT: EMAIL: sidney0cfellc.com PHONE: (503) 830-1035 S2.0 STRUCTURAL DRAWINGS I.T. CONTACT: SEAN CONSULTANT: PHONE: (503) 207-8200 DA001 DENTAL EQUIPMENT DRAWINGS DX110 DEFERRED SUBMITTALS - MECHANICAL (MECH. COMCHECK FORM TO BE SUBMITTED WITH DEFERRED SUBMITTAL) '` Ada. 4 06. - ELECTRICAL OP AREA OF WORK �� – PLUMBING =iv \-------- ----- -- 41 /I T\--) P I. \ ... t,. 01. ¶41 \ �� SII � ic IN 16 imirr- "' / lor iv B. OFFICE --/ ) pgr 441 i *i " 11 4 1 . , . �/AK 17 - 1 � 131 2 3 0. CITY OF TTGARD N .. AA. REVIEWED 101Age /IL-' COMPLIANCE rn 01 14 COMMON BUILDING AREAvir Approved:] r� 0 o 4 , I__ r .f. � � ti ce ��� Iry Permit #: (:-/ £ ?.�` I L� H Q 15 / 4 '� 4 .) Address: � S c . lift r /71 ,1 z -# C7 5 — w suite #: ._a ` O 2 = 6 �,� Cn By: .+� Date: /��; c° 166 4 -� 1 U w �i0 I- 1 7 B: DENTAL CLINIC / = > Z 7 o = ci 18 „ al, oF 0 _, _, ) 8 L -- 44V o B: DENTAL CLINICI z • co 19 So 20 124252272829 / 6, DESCRIPTION DATE 21 \ \ 6162 A591 / NOT THIS PAGE 08/09/2019 27EXIS ING EXISTING EXISTING VAN ACCESS 4444b' ACCESS PARKING-- 96" ARKING- 60" MIN. 60" MIN. 96" 23 MIN. -,, 30 31 32333 /135363738394041424344/15464748495051 52554555657581 BID SET DATE: DWN: RS 07/29/2019 CHK: TC 1 SITE PLAN PROD.#: SHEET: SCALE: T-0 T -0 SCALE: 1/16" = 1 '-O" (IB 1/16"= 1'41" COVER SHEET irt3 BUILDING SUMMARY EGRESS PLAN KEY Z ii c‘i co SPACE OCCUPANCY TYPE AREA (SF) TOTAL OCCUPANTS PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL < ro NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL DENTAL CLINIC B (1: 100) 1,945 20 OW 7:/.7/ NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF AB POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL I 2 PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND 2 CODE ANALYSIS SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT, OR AN U W ON-SITE GENERATOR. W 2 _U CODE 2014 ORE. STRUCTURAL SPECIALTY CODE r - -1 I D O J L ^ J WHEELCHAIR SPACE / WHEELCHAIR CLEAR AREA 0 JURISDICTION CITY OF TIGARDImmo ix LL � ---\ ( CONSTRUCTION TYPE VB - NOT SPRINKLED l 5'-O" DIAMETER WHEELCHAIR TURN AROUND AREA _ PREVIOUS OCCUPANCY TYPE B- OFFICEN I- N NEW TENANT PARTITION WALL 2 NEW OCCUPANCY TYPE B- OFFICE W EXISTING WALL Z 2 PREVIOUS TENANT SQUARE FOOTAGE 1,238 SF 0 EXIT SIGN (NOT REQUIRED PER 1011.1.2) Luj m NEW TENANT SQUARE FOOTAGE 1,945 SF =FE FIRE EXTINGUISHER CABINET >j M 0 U U W u Ct OCCUPANCY/BLDG. SEPARATION NO SEPARATED OCCUPANCIES* PLUMBING Fl X TU R E CALCULATION ° REQUIRED SEPARATION [TABLE 508.4] B I NOT REQUIRED OCCUPANCY/AREA OCC. CALC. OCC. LOAD WATER CLOSETS LAVATORIES NUMBER OF STORIES 12- STORIES MALE FEMALE RATIO MALE/FEMALE RATIO MALE/FEMALE B/1,945 SF 1/100 20 10 10 1/25 1/1 1/40 1/1 EXITING REQUIRED PROPOSED PROVIDED EXITS 1 EXIT 1 EXIT (SEE PLAN) REQUIRED TOTALS PROVIDED TRAVEL DISTANCE [TABLE 1016.2] 200' MAX 128'-7" * NO CARE RECIPIENTS WILL EVER BE RENDERED INCAPABLE OF SELF WATER CLOSETS LAVATORIES WATER CLOSETS LAVATORIES 7RESERVATION. SEPARATION FROM ADJACENT SPACES, CORRIDORS OR TENANTS WI A FIRE PARTITION WILL NOT BE REQUIRED. [422.2] MALE/ 1/1 MALE/ 1/1 MALE/ 1 MALE/ 1 FEMALE FEMALE FEMALE FEMALE FIRE CODE ANALYSIS ADDITIONAL RESTROOMS PROVIDED IN BUILDING COMMON AREA UNISEX 2 UNISEX 2 11 CODE 2015 INTERNATIONAL BUILDING CODE o – N i # 1 __ SPRINKLER SYSTEM NOT REQUIRED __ .\ ~�� , __ ' __ �' SMOKE DETECTION NOT REQUIRED 1 lit IFI ^ �TT �( IG PALING tlq,� tiritj• I \\k `"°� ALARM NOT REQUIRED ovz 1/` -' i _ or 111 1 ria ®III 4 Ii/ WI � ® 7 iiP - ___....._ kli‘II • s �s• ® r l / 4 1 r--, 1 / kl---rA 1-1 i 1 ic9 , i 1 \ ——.. L n \s% .. [---, '— ' TRAVEL DISTANCE I I It I i 1 —_�I _...-. AOrV RR E � f I • i ni coRW�TI'FRidR�av '.:.-' II IIIf I STERILE - . 1 [lifE' I ■ NES , - �, , I Q I ��� \\//710\t/ 1 • NrI�LI kl 0 % BTKFLWRGE �� •/ rn I KEN r � cc RECEPTUN 0 11 � L , \ Al: m f /; _2 / Z 0 __ cc 7// / ZH D ¢U' _ } :� _ ��,�_1 41" —1 3 0 . I , { i - •o / _ c.CO <\0\\_1I ID W,to Z CO 1 ' Zi g ri_. L_� ��, U 0 O.^ CYn • __... \// Z 0 D I( , v - K1/ 1— ' /�/ DESCRIPTION DATE 0 / NOT THIS PAGE 08/09/2019 `. `. ° I. U 2S H ch: 0 I _ E—I LIBID SET DATE: DWN: RS EGRESS PLAN 07/2912019 CHK:TC PROJ-#: SHEET: (1 ) T — 0 SCALE: 3/32" = 1 '-0" SCALE: TO . I 3/32"= 1-0" CODE SUMMARY DEMOLITION GENERAL NOTES DIMENSION PLAN GENERAL NOTES PLAN SYMBOLS OFFICE ROOM NAME 100 ROOM NUMBER 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, EXISTING WALL {fl Z PATCH AND PAINT SHEET ROCK WHERE EXISTING ITEMS HAVE BEEN REMOVED. Z O 1. CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TOXO KEYNOTE to -' WALL FINISH TO MATCH EXISTING WALL FINISH. CONSTRUCTION. CO I I EXISTING LOAD BEARING WALL immo0 co 2. DEMO ALL FLOORING AND PREP FOR NEW UNLESS OTHERWISE NOTED. 2. DIMENSIONS FOR NEW WALLS ARE FROM EXISTING TO CENTERLINE OF NEW WALLS ABBREVIATIONS (J V UNLESS NOTED OTHERWISE. WALL OR ITEM TO BE REMOVED (D) DEMOLISH EXISTING RECEPTACLE M � Ata a PLAN KEYNOTES 3. ALL NEW WALLS, DRYWALL FINISH TO MATCH EXISTING FINISH. O W NEW INSULATED PARTITION WALL TO 6" ABOVE (RL) RELOCATE EXISTING RECEPTACLE I h'"'" ir) 2 HALL 2 #107: DEMO PORTION OF LOAD BEARING WALL. PROVIDE NEW 4. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. SEE DENTAL y;,;e, �,;,,;w;,;,,;;,,,,,,,,,,,,� CEILING: 3-5/8", 20 GAUGE, METAL STUDS * a O POSTS & HEADER. SEE STRUCTURAL DETAILS & CALCULATIONS. EQUIPMENT PROVIDED PLANS FOR EQUIPMENT DETAILS. NO EQUIPMENT INSTALLED WILL 24" O.C. WITH R11 SOUND INSULATION IN WALLS ® V w WEIGH MORE THAN 400 LBS OR MORE THAN 75 POUNDS MOUNTED ABOVE 4 FEET A.F.F. AND (1) LAYER OF 5/8 SHEET ROCK EACH SIDE. CL it O RECEPTION #101: DEMO PORTION OF LOAD BEARING WALL & FRAME FOR NEW 8 X g DOOR. SEE STRUCTURAL DETAILS & CALCULATIONS. 0 5. DENTAL EQUIPMENT SUPPLIER TO DETERMINE EXACT PLACEMENT OF DENTAL CHAIRS, = O J DENTAL SUPPLIED CABINETS AND OTHER EQUIPMENT ON-SITE PRIOR TO ROUGH-IN OF NEW INSULATED PARTITION WALL TO CEILING: UTILITIES. I I 3-5/8" 20 GAUGE, METAL STUDS 0 24" O.C. © 0 O WAITING #100: DEMO EXISTING RECEPTION CHECK-IN WINDOW & WALL WITH R11 SOUND INSULATION IN WALLS AND (1) BELOW. FRAME FOR NEW g X 8 DOOR & SIDE LITE. 6. DO NOT SCALE THE DRAWINGS. IF QUESTIONS ARISE AS TO DIMENSIONAL REQUIREMENTS, LAYER OF 5/8" SHEET ROCK EACH SIDE. CONTACT THE DESIGNER FOR CLARIFICATION. 1— _ 4O PAN #105: 1" HEADER TO REMAIN WHERE WALL IS DEMOLISHED. NEW INSULATED ACOUSTIC PARTITION WALL TO ii 7• CLINICAL AREA (OPERATORIES, STERILIZATION & LAB) DIMENSIONS ARE CRITICAL: CEILING: 3-5/8" 20 GAUGE, METAL STUDS CO 24" I- N O5 LAB #117: HEADER DOWN TO 7'-10" A.F.F. SEE RCP ON SHEET T-4 MAINTAIN INDICATED SIZE. CONTACT DESIGNER IF CONFLICTS ARE ENCOUNTERED. I I O.C. WITH R13 SOUND INSULATION IN WALLS AND © VI (2) LAYERS OF 5/8" QUIET ROCK ON THE 2 W ti INTERIOR SIDE AND CEILING, (1) LAYER OF 5/8" NW 2 Ln `V/ HALL 2 #107 & HALL 3 #114: EXISTING SKYLIGHT TO REMAIN. QUIET ROCK ON THE EXTERIOR SIDE. UNLESS Z NOTED OTHERWISE. W CO O MECHANICAL #108: ADD (1) LAYER OF QUIETROCK SHEETROCK TO EXISTING SOUTH WALL. O § U PAN #105: ADD (1) LAYER OF QUIETROCK SHEETROCK TO WEST WALL. V 8 � Wvo STERILE #113/LAB #117: EXISTING SKYLIGHT TO BE COVERED WITH ® SHEETROCK ON STERILE SIDE OF NEW WALL BUT TO REMAIN AS IS ON LAB SIDE OF NEW WALL. e IN FLOOR HVAC VENT TO BE RELOCATED FOR NEW WALL LOCATION. e CONSULT/FUTURE OP #106: NEW DOOR OPENING TO BE WRAPPED WITH /,Q, SHEETROCK, NO DOOR FRAME AT THIS LOCATION. 6 1 ' ` ' ` ' ` i + OP I . • I I ` + I I I P(D) D) T(D) 4D) r---t�----� +amu fly_, :34-1 it_ 116 I r)4I+ r -� M . + I m ( I p ____, ` t �, ]_ :0 •, / 9'-2i" / 9'-21" M HALL 3 11 114 rip) - - t FOF FOF tt9444 Ll ~ r,4t OP 1 1===i]"�� K''''."----T-=- I EDA I�(D) �� flIFUTURE O K.-----r- f.-. 11` v , OP 2 �' 1 `\\ � 110 J 11 ® 112 OP 3 ' _4,13) t� f ' N �+ 115 1 .w4} 1 t� I .J 1, I 1` I ` I Li teeir I IY .9 E:I `_ I ! R _ , q 1`I 1\ / OP _� 0 r [ `co - RIS I0 I 11 L7c\, - ,-.. Aft- For ;/ II Ft 1 IKRL) �.\ + .04 4 r \ .t " VCD) C ) f 1II I L ) i48) II -- 1.1 �- 11' 0" 4'-8 ' I.II I1----")1 I -.. .., a'- - — 2'-8' — 2'-8' • L - I I t 2'-6" 3'-8" E'LR \..�1-77-1/1 1 3'-8' cut r 2- 011- -I I3'-8' (X.R ` 1 I II1 , ,. I (7 ), '- »I.I HALL " 1I I ' JI II U I I 0 �,' �' © 11,,- I (D) 1 11 3-10 5.-4e1 w 1 11� 107 L_I - a v 4� CD) �� I I' �� II FOF I I = 2'-10' 13.-31- ( 0 3':141 ' -1 3'-04' _I �O L iz' �r---1 rS:-- r,' ► :Y AN I I 5�_6 iiiid tstlfi�9i ADA RR _ f L �1 a 11 0 1 - II /k CD I II % RL) (D)�i F1 II ) 109 L _1 3'-6" CLR 4'-0' 4 11 j II (---X+401 !! i� /VC1 'n CONSULT/FUTURE OP '! = 1 118 1......„,(1),y_9(D) �� <D)\ / I STERILE . T Ir (+") +3 IL E+4$) 1 r 1 ifl 106 113 ' I 1I 0 I I !I 11 jPANt , LIGN n .1 I i AEI I i LI i JI 11\r +j '"--`� `� 197 ' `� n) ITi 1 { .k El CC mini Niii - ! \\ MECHANIC. 0 : 4 I 11 I niii. N (AED)" I 118 I OF, oCC s,_8 . 0 0 04 I - ' CV:3 Iz I CD) (D8'�1 \`\�\ 11 �� 11 t_� Ill I SThFFLOUNGE <CC \\ fVC HALL 1 I I �� © I 119 ` �.� 102 I .! //I 1 Z �_ 1- a \ 1 I RECEPTION I W P ~' � I I I 1 \ \ I 111' S'-0" 11i" I I I OF \ 101 �i I C oCO ,� I ,I I---- I.T. I U LU j I I {\ i `, `\ �� DRS OFFICE 103 I I gzH I I`-�\\_[... `✓ \\ \\,\\ 104 I \ t 1 t 1 7 I- I I -I `\ \\ t . . 1 el I- I I- I - I _ hi _ I a I WAITINGO II © I © 0o\\\ ( __(D? L+3 --J tl100(D7p 4-1 CC _ CF 1=-: U) � cn Z co 1 1 E----1 i---I 1 -I I---t i -_ 1 I- I t--1 I- -I 1-1 // I-- DESCRIPTION DATE REVISION 1 08/09/2019 , - - Li-) K----...___ i 1 i' 11 E,,H ..------"-.2 1 r r I I I F I 1 I I '///\\ I I ////� L-1 /i�// \ LJ I 1 1 I I I A \ V BID SET DEMO P DIMENSION PLAN (11B DATE: DWIV: RS 07/29/2019 CHK: TC (l9 1111PROJ.#: SHEET: SCALE: 3/16" = 1 '-0"410 SCALE: 3/16" = 1 '-0" SCALE: T. 1 3116"= 1-0" DEMO PLAN ..,------T---------UNDERSIDE OF EXISTING UNDERSIDE OF EXISTING UNDERSIDE OF EXISTING �\ �\ I STRUCTURE �\ �\ STRUCTURE ce z 00 z _, \ �\ STRUCTURE \ \ \ \ CD Nr \ \ \ \ I 3 ", 30 MIL. METAL STUD, BRACE \ \ 1 3 i", 30 MIL. METAL STUD, BRACECO \\ \ I 3 i", 30 MIL METAL STUD, BRACE \�� Q 4$" O.C. MAX & WITHIN 12" C� \\��� ® 48" O.C. MAX & WITHIN 12" Q �� O N 00 \'tea 48" O.G. MAX & WITHIN 12" \ CORNERS. •ALTERNATE DIRECTIONS \ CORNERS. ALTERNATE DIRECTIONS 1� (� \ CORNERS. ALTERNATE DIRECTIONSPER LATERAL BRACING DETAIL. PER LATERAL BRACING DETAIL. 1.0 CL PER LATERAL BRACING DETAIL. w ATTACH BELOW W/ (4) #8 SMS, ATTACH BELOW W/ (4) #8 SMS, • ATTACH BELOW W/ (4) #8 SMS, � ATTACH ABOVE W/ SIMPSON ATTACH ABOVE W/ -4, SIMPSON O W up - -Iv ATTACH ABOVE W/ s SIMPSON . 1.0 TITEN HD, EMBED HNOM 2 ". ADD ADD TITEN HD, EMBED HNOM 2 1" - _�._.._+•��� • IIIIIIlMIIIIIIIIIIIIfII \ l�� I TITEN HD, EMBED HNOM 2 4 . ADD �4 . IIIIIIIII FLUTES AS NEEDED FOR \ FLUTES AS NEEDED FOR 2 i'w"u' I'I I% • • ,, J' CIL AYR F R0SOUND BATT INSULAON . SOUND BATT INSULATION ♦ (2) L ESO QACOUSTICEILINGPANEL & GRID z• ` AOUSTICCEILINGPANEL & GRIDONOR, 15/16 INCH CLOSURE ANGLE, OR ♦ APPROVED ALTERNATE SOUND BATT INSULATION Q APPROVED ALTERNATE co 3 METAL STD 16" O.C. ♦ , 0 ~� Ce Ct 0 z z 3R" METAL STD ® 16" O-C- ` 1111.11.1. J d� . Y SOUND BATT INSULATION U (1) LAYER QUIETROCK GYPSUM Q v SOUND BATT INSULATION . 'Et • BOARD ON EXTERIOR SIDE OF I Iz R� Lt Q - GYPSUM BOARD o ".......„..7"---.----- - ROOM CL o GYPSUM BOARD 'l u` I- r- �� METAL STUDS, 0362S125-33 SEE METAL STUDS, 03625125-33 SEE N METAL STUDS, 03625125-33 SEE I WALL TYPES ON SHEET T-2 ♦ WALL TYPES ON SHEET T-2 H N 2 � WALL TYPES ON SHEET T-2 `• LU "zr � .I eL "; �� 0,1450 POWER ACTIVATED DRIVE �. 0,1450 POWER ACTIVATED DRIVE z 0,1450 POWER ACTIVATED DRIVE PIN W/1 4.7 INCH EMBEDMENT AT ♦ , PIN W/1 i INCH EMBEDMENT AT w At rx ` PIN W/1 INCH EMBEDMENT AT Lw .� 4 FEET 0/C MAX INTO DECK. .� F 4 FEET 0/C MAX INTO DECK. 2 w U La,....., ... f 4 FEET 0/C MAX INTO DECK. . , leer . O V ACOUSTIC SEALANT AT SLAB \ ` —ACOUSTIC SEALANT AT SLAB `. _______----ACOUSTIC SEALANT AT SLAB LLII Li) j O PARTITIONWALL DETAIL PARTITION WALL DETAIL PARTITION WALL DETAIL (--- 1 -----\ 2 T - 2 INSULATED WALL- 6" ABOVE GRID T 2 INSULATED WALL- TO CEILING ACOUSTIC WALL FOR MECHANICAL ROOM Il LATERALtx Cz BRACING ,ic30\N��CQ�� ABOVE CEILINGOO - �G� ti :.S4oCliiiillplk \ �--- - PARTITIONS BRACING BRACING CROSS CROSS WALL WALL N CV cD f~� cc o LATERALBRACING ; z 4 12 D Q . z o T - 2 DETAILLLI 2 1— _ 0 U coW o 121 U) RELD TECHNICAL INFORMATIONLateral Force Bracing 0oores 2 wed 3i Hanger"(Suspension}Wires deuces era ar>,w� sa sit _ ��C53ARYFOR THIS DOC UMENT;regional terminologymay varZ - APPhraf+on incarurw�Ida[+ons kr lend(of me wag or rn:Nn- Lateral fora Bracing •Cer as mehucted era lark and Paws a gypsum board.Sella a nail d- •Hanger end perimeter paves must be prmnb within 1 in 6,ries(ease 5a) ladled to wfperrded members Oat support 0 ceiling on one level extentarg comes sn p.g w.ss are provided(figure Sbl. - - O = ❑ born wall to war there'd shit he en''[fromthe knee force Paring raghsrrer0 •Hanger wires shalt be 12 gage and spaced d feet on[en.ce 10 gage CROSS TEES LATERAL FORCE BRACING PERIMETER WIRES 401 Suspension Systems for Acoustical Lay-in Ceilings spaced sMeta e. b so a;k r nsedero t of the 0 eight Mains the menOr Rebid lat move• •Latest Force bracing is the use of vertical struts I'brrpressbn posts)and •Any comedian device al he supporting ca,mnr tion shad be capable of cer- REV iseDTores Seismic Design Categories t),E&F wrinzanding wails ` spiaywir�(roe ryare2i. y.gnak�ei,m,Bgpapmf5 - --• "'"'�°' `. cross T-bars melt dung a seismic mart,lateral • '2 eio •For.:lkrg zeas seeming 1,000 square feet lorire nal reurartt of the ceil- •Powder-dui yi shots,anchors)P8FO)gp an approved methed of attachment ,era?bracing consists of uen'rca}sterns lbsPLE,M J \ HIG - DIFFUSER �, gy Ts. StwSpPGBabOvwaauanrdadma4y- 'rg to Me structure system(Ia<waI tars brazing)shall be provided. • f hanger wires. A meths n reci�guAa metal FYI SLACK WIRE •Tenlrlal 0149 of each urge Ociam arra mks nitre be appomd wntinB n®d1a the tom%Je of as kWna MAIk REAM T •Lateral Fare Bracing shall be 12 Feel order tmm�onxnrr0 and begin no inches to each red with a Pavrrda pare Hoe Tigre 4&5 h1 ducted system She pwAwy s,aPansion,,_, , A 12 gage wire that enol light e,Tart Ct I Ilii ■ `!\_�\` '410,0lhas 6 Mer tem wags •Woes shag n01 attach loo berth around interfering material a equipment_ant_a rho known on SPREADER or SPACER BAN / •'-•—Ile splay wires are b be four 12 _ t - the then nrurwi,carrying la.carrying A bar witl,noMrm m the am- This document Yrs been revised lye 5b•l.arkrbr•lopkq Sl0•te!ty iwrga awe.5. based on current Building Code 94 wires angle n d to one dingo 51 from Trapeze n Trapeze device shall be„seri a minimum,of bars back-to-back 10 05 ESSENTIAL SERVICE BUILDINGS rather a mains Sores are Grayed g0'from each other arid m an axle int exceeding 45`five enspas•an.T apeze suspens,oas shad be aminimum of br_k m back 1 yi arch F evern standards.In all buildings,other than - ole 3 nor Piave a!M rxwrg. - ., Any public age cies a etl[0 be eo W/�trdied GhanneJs ter spans enyedkg C9 bangspsysn a5'dsn form trepara6g.also in Ct CO M4eooa n Recommended lengths for •Stoar.is splay wires sham b6 at1 ,bed to the gltl turd to the structme'n sKh by p„a'rC agencies az a 5re sra�wr, ayy a ainblfms ben. structures classaled as essential Vertical Shuts a manner that they can supporta d e jh IOae of not less than 210 por.tlaa Electr c l.;rFFthan t0 shat have me •-•. -. police al1Tgn.emergency operations MOLDING/CLOSURE ANGLE. the actual design road:well a safety tactor of 2.whichever is greater Ogee •Werneighing pounds gage hangar canter.Slab Pa1r01 ovine,OMR Y. A light gauge on.angle a chs, SPLAY MIES facilities.suspended ceilings installed i� :-. - - office.&WIWo emergency communication net fastened to the perimeter wall or WI wFw connected from Ore fish.W the structure above.the wire may be slack. N<aea.ateded a[an ager ranter than t� - �' •rnevid51 driven shot-'n-anaers-(PPF`•)-when used to serene ned'-oli-sr - pspenawer to the gid. in aGGmdarkse with the prescriptive - - to 1.11 'h•ESAf mrna•3 W m 5'TD' fixhres than 10 ids and less MGI 56 fns.shall have a ped ceper grid. y. _ ag •pad of Me ple_.rJipli p pain in$ei5mic Design Categcxws D.E aid F:shall •WH Weis alta more p°o GRID support the per gods ends of an ac- / 1 ❑ r .iiiiiKTO have an IGC-ES approval ter seism.cedrodiens aml PM nagaim"sPetlal Iw012 gage wilts attached a oppOsag Winer'of the kgln these m the c VERTICAL STRUTS ~J provisions of the 401 document are ` ____.,4W,',611.....---....k.__ 9k'or" Nrhdnl[ u4m 7'd" 1 the f r occupancy category Are structure is strm:lme above.TFwse wins may be sack. The nein teams and canes teas of the The reel vertical member used in -' Pow00011 errspectrveo ypeo Spspp Jpn system_ PERIMETER CLIPS deemed to eorTtPy vrith rhe cherenl i I•EM-I-mrrA.t Op re B'B' PAF anchors Ia.ip0 0 woos{spayed wires rretabed to purposes other than •Light Fiahres weghng more thin 56 tis.shall be supported drecety trainer dor hark Proprietary angle decker alt,chefl n- woad farce bracing of the suspension ®mile restrant)are ecempt{rem the mquhroment- sngera above These wires most be taut HANGER WERE system-reso known as Wmpressen illy la the wail moldlogkWSmo angle budding code interpretation. ►� '►--' .Pendant mornrted Worm shall he directly s,pp rted Faro the STnchae shove Irb+rIw�rw,.�a 10 a 12 sol annealed wire,nod poem seismic prods,seismic shuts_ anqu9e wren gage witch,X510'so, n the Sthria l:k'meal stud 00ga ga) w se 12'0' •Spey wires to be within 2 inches oI the cornocnon of the vertical Snit to using a 9 an approved alternate support without using the acing as pr.t®y sr,ppai Tom Bite grid system. Gammon rimer els are electrical con- This document provides the IBC-2009 ,' ` I suspended aidbracing g rely- Trades system for Obert support. _ Aeo died eragarabrt= p, ,y(,wig,eq i mag MN 1FM1r),maul studs a pmpnehey DESCRIPTION DATE e en d sdsm c aetivrty a d.eabcks '! sad.-to-beUr 7ifr'nwlEl and uP b 15'1' .,g9id dacwg nla,be used in Ike W spray wRos- •Tandem Wares may ulnae m,.nmo wiliest producls- referenced standards for the Q°gM+Be) •Casings' will plenums less than 12 inches to drachwe are not required to Mecnanical Services installation Of suspension systems .% Sk1gb 211e metal stud(rapgragmg LP to 13'6' bare lateral Waw daarg. •Terminals a services weghkg 20 tis-but not mare than 56 lbs.mucid have two— •Vertical struts must f:esitisely attached ion system and for acoustical lay-in ceilings- General Recommendations Bede-to-0Hek 216'metal stud up to 15'0- gmca be ro theor i N r2 gags wine connecting them to the ceiling system hangem°r the s0ucture 41 NOT THIS PAGE 08/09/2019 In of this document wig •Refuters.C�eO�t�f�� pa haarhe 2009 IBC 0nlelnational Baldkrg Cadet 05 geode) •The vertical sOMI above.These wires may be sack. orotporxingn American SWiBIy of • Tasti g MM..Ys(ASTM C 635.ASTM C 878.A.STM may be EMT Gand,K.mete studs a a proprietary cambss+- •Termrnal5 ce services weighing maven,56 ib&must be independently provide a Mee Uniform standard ms E 500/E 58051).American Socety of e M Engineers(ASCE 7-05)and Cell- .... _ arm front(th'figurasupported directly horn the Sa lure shave.These wires must be tan. �,vg ap o ergs and intoner systecmsmuctmn Association(CISCA). �. Wall Moldings am,Fa sNcl nn, ,F,r„ayw�aa„w�„•,WYe,e1 • for installa1ip0 and nspectiaoran t This •partitions that e ted to the ceiling d all partitions greater herr 6 feet .wall moldings 1pndowl r closure wares)Me required[n have a hnde000al ..:L�,r-dation Joints ...: -• 1 -vas a NE 65th St The NWCR hes been saving the msffiuceon document isd ned to accomplish 060(9lchap he literally braced lo;he'11,001ue Bracing shall he ndeper- 102101 flange 21 inches pada..000 end of the ceiling gad 01100beanacrletl to the wall •For ceiling are.00WBd•'tg2,500 SguareMBt,a seismic separalgn lent er 101 = N �lAl��1II seatne,pan�lt5 industry fa over Torry yeas Itis recognized este dent of the befog spray bracing system- . -- Attached Wall Mold'g Requirements molding,the other and shall have 1 l5 inch clearance hem the wall and Tree to hedge wan partition UM breaks the ceiling shad be wooded mess andly'.cs YY ifI I Prr«,e 1206112,-4241 as a haohniml a„unady.eaMmdiawr buoy and IFC intent 01 the iotnmatiaW •For further Frfmrrslun on bracing a ural-108d booing partitions RMr to ore performed of the merge bracing system,dosme angles and penetrations Tao 202 024.0136 spokesperson far the wad amid 04118 vlck,ab0 e NWCB todoocol dammed n200-501. - • •Where substantiating documentation has been provided to Ore brad tunsdo- to plovio0 suffices clearanc0 - Building Gods(SIC)with regard ton perimeter clips roan be Aged 10 satisfy the requirement,for 0e 2-inch .Tho ayn„t and lowsgn d Ke seMmae sepaarinn p0,1 sMr tre per die desigw - rae.wr..-w.m.....a.. rot Freer vl szaazt5 provides seethes to arcfitects and dere mots- •Mrrran beton are robe Hnalry Dirty(Ilol- - to he requirements lar seismic .al awe lase snail be capable a carrying the design lead without evmxetl- G16Slke angle. ,. sof record and mated on the plans.H a mimic aepaatine gird a required by _ Int Ne wra ore struct lOel community to ore matters reeing to design categorydeflection equal 1017:,60 a ills spat. ° •The gad shall I be attached ed wi two atlpuwnt wads Loup rived a approved moYF the Stegner,Me&signer may use the a n,00c pont)qcpdeta10 n the docunau rr.••••-r berg the dearef'retl wall and t 0,E and F for \ mfr.Wm extending to a poke K leen levet with the bottom dee at Mie grit a a monetary joint The arrnad of free movement loan design)shall be a messy ceilings and related taTS, • Those poodolreMdiars are Mendel -\ ad n itlela 010 sWpmOad and tomb Lowed to the structure,bare es renews s Of M Fre.. As the industry'sdevelopment arid ina- So ran suspend.]Goings'induct,grid, - Weaned to be equmWemnl m wads ....... .✓. •In feu Of seismic several.lents to owing may he d,vid�d nm Roza;less •-•- trop agelealise the NWCB saw Sha need to WNW-Oregon Unless supported penal a fere,I Jnl reeves and al -- - Thar 2500 square Mee by the use d petitions a soles as Idwws:p.Mnitm sten establish a dominent to provide daeleation and pprxTmSd by engineering. Spreader Bars nig�rc an, Phone:(503)-273,339 TamiraIs warethrg o more Yue 4 tis entad,nww01y alsrcJnes aboveShe IavelaOw dans of Ore 3d and shat the suspension system shall be pse square root 'cure 40 •SUMMONS Hpxal bars Mantle used to emagre the wde el Ub man beams be independently traced m the slnaAae above-Salts shad extend M a pore at Far DORI 295-2733 TM offal of NEHRP National Earthquake Bar- and ants teas at premela walls torn sorea40g open Bang a seismic event art Rackets.Program)an agency of FEMA IrisIafed per[hese requirements. Unattached Wal Molding Regvr cements e�`100 the Warm pare Br dor 00 and Neil be indepereent supported rz�.. •M wire Ilea are m be fleas tight tunas Perimeter prime snail not be in lieu of spreader bas. amey braced m the Meant abase. Manufactures'recnmmedahons snows!dstll within eve odes Twelve •Other than petitions and sults.mimic pane may B.G.wan and Geeing Association aed a Due serve y Management menciyt.h •Spreader bars are not roqu'rod m primmer where malas are attached • not be,ee!as part a a Flour.4605)-7206 a sere ds a raennna, retch _-- 9�T0 Hanger wire spaced 41pot per mm Tee rated railing assembly isle.M,b5mltae' m)omartterial rs provided. Fax.f00t1597 72°8 should be followed where applicable. L is a ,.. .„0 10001*to closure arnges. -- ..: . ktB a incl Wended tor any specific cwwo-vztlpn fr ' •Wre b'irg a an auop[abl0 alemaNe to spreader hams. f 1 • Changes el ceerg penes we regime 0 `� main n SpnrtMers Albert+wail trop Caving Association •Spreader bas are at inquired t age degree i mbaae.,ting noes a _i' _ --- The NWCB makers no express a kn..war- poeiMre bracing_ �. Far...lox,Mrax egd bracngr spree.-head penman],sh e.hares P ee. Puttee-[a03125r}7gt5 wimn s nnrias o}the pevamneter was d9rre' .•.. •Where substantiating documentation has bear provided to the kcal i,rele:dak anthem ung.Nose a adapter through me ming Ma ro dem Tree mruvermnatl of al lir '"• Fax 1403}2g1.951.5 runty a guarantee. r.•-., -o.`-• perimeter dips may be used m Satisfy the requirements to spreader bars. least,ado nal hareems!directions.Flexible heed design that can accommodate --. M1 ei. 1thoh Kee mammon Yak lx parroted as an alternate BID SET NORTHWEST WALL a CEILING BUREAU SUSPENSION SYSTEMS FOR AcausncAt LAY-IN CEILING6arcs•wr.AA eurnuu•simmers r00 aeoass=c.s.EWAN .-:: _. ,,. _ ALASKA•IDAHO•OREGON•WASHINGTON•ALBERTA•BRITISH COLUMBIA•SASKATCHEWAN tow, DATE: DWN: RS 07/29/2019 CHK: TC 410 SUSPENSION SYSTEM FOR ACOUSTICAL LAY IN CEILINGS PROD.#: SHEET: CUT SHEETS SCALE: T-2 VARIES DETAILS ce z 8 F., GENERAL NOTES FLOOR PLAN KEYNOTES FLOOR PLAN SYMBOLS _ CD «? / O I.T. #103: PROVIDE PLYWOOD BACKING ON NORTH AND WEST OFFICE ROOM NAME O U ccp 1- ALL ELECTRICAL LOW VOLTAGE COVER PLATES, COLOR TO BE WHITE. WALLS, PAINT P-1. 100 ROOM NUMBER LO REPLACE ALL EXISTING WITH WHITE AS NEEDED. ALL ELEC. / DATA I.T. <IC#103: TENANT PROVIDED 2 POST WALL MOUNTED SERVER r... RECEPTACLES SHOWN ON PLAN ARE NEW UNLESS NOTED OTHERWISE. O KEYNOTE M ~0 RACK, VFY. SIZE OF RACK, ELECTRICAL AND DATA SPECIFICATIONS. C] W I i. L 2. PROVIDE A PREMISE-ISOLATION REDUCED PRESSURE BACKFLOW ASSEMBLY CONSULT/FUTURE OP #106, FUTURE OP #110 & OPERATORIES 1-4: XXX DOOR TAG (RPBA) ON THE DOMESTIC WATER SERVICE. DOMESTIC SERVICE TENANT PROVIDED CEILING MOUNTED TV'S & MOUNTING BRACKETS. PREMISE-ISOLATION BACKFLOW PROTECTION MUST BE LOCATED ON PRIVATE U3 CONTRACTOR TO PROVIDE BLOCKING. VERIFY EXACT LOCATION 0 UW PROPERTY PRIOR TO ANY EXPOSED PIPING AND UNPROTECTED BRANCHES OF W/TENANT. ELECTRICIAN TO PROVIDE POWER, A COAX CONNECTION ELEVATION SYMBOL CI= it THE PLUMBING SYSTEM. FOR CABLE AND (1) DATA DROP, VERIFY IF CONDUIT IS NEEDED. 0 DUPLEX RECEPTACLE O V 3. ALL NEW ELECTRICAL IN TREATMENT AREAS TO BE REDUNDANT GROUND J MEDICAL GRADE. O MECHANICAL #108: DENTAL EQUIPMENT SUPPLIED & INSTALLED GE 200V RECEPTACLE 0 Q AMALGUM SEPARATOR PER CODE. VERIFY EXACT PLACEMENT. d CAT6 DATA / PHONE 4. SEE DENTAL EQUIPMENT PROVIDED PLAN FOR ADDITIONAL ELECTRICAL & OP 3 #115 & OP 4 #116: ALL NEW BLANK PLATES TO REPLACE DED DEDICATED CIRCUIT Q PLUMBING REQUIREMENTS. O EXISTING ELECTRICAL RECEPTACLES THAT WERE REMOVED. PLATES _ TO BE WHITE. BC BLANK PLATE 0_ CONSULT/FUTURE OP #106: PROVIDE CONDUIT AND BACKING IN 6 WALL FOR WALL MOUNTED TV ON ARTICULATING ARM. CONDUIT TO ABBREVIATIONS 2in WH 4 ) ALLOW AN HDMI CABLE TO RUN FROM TV TO COMPUTER LOCATED (2) QTY. OF DATA DROPS 2N"BELOW. Z +36 HEIGHT OF RECEPTACLE w It (E) EXISTING RECEPTACLE 20 (N) NEW RECEPTACLE O U W u 1EK 0 I , , II I , N) OP 4 ' N) B N) — + +44 • 116 +44 I 1- .....--"'"'.-It- it J- 0• (+ 8T Min- A + WINDOW SCHEDULE us +44P I <E) • WINDOW FRAME f: ' .00 0-= FLOOR HALL 3 SIZE / E) 1114 + ] 1 1 1 C I 444 e� ' a _ FUTURE Oft-'k <E) < OP I OP 2 _ Q I I 110 cl r/ t� 111 112 OP 3 I— _ 2 I_` r ,� : 1115 I- I - E) I) I } © r �`_ z 3 r ( L QTY. NOTES IIii iIcj � I, I I l J� � � I,�C\ ` i - , TEMPEREDACLEAR s,..: �1 LP W1 TIMELY ALUMATONE 1 GLASS, COVER WITH 11 \ / cs *II V ) =�I, — — co WF-1 T `✓TV Tif TV (E) Mi © © D 060IL = _ I U-CHANNEL AT TOP ANDFRAMELESS 0 -- I- 1 W2 4/0 ��1 N/A 1 TEMPERED CLEAR r 1 L ii i •-_-- I, .1 *4 N) IM BOTTOM OF PANEL GLASS � I I .I 0 I elf) 11-1 11- ]CD H ^+48 LL____ J H2I I , Y' IDOOR SCHEDULE HARDWARE GROUPS 107 �L_ __J I i + 118 A I C y\ tI9 # U 11N) NW DOOR FRAME GROUP 1 - INTERIOR LATCHSET ..;Y - 1 I) si7E______21 O 4*a min - ADA RR SIZE d 1 1/2 PAIR BUTTS - 4 1/2" "�/ LEVER SET - "PASSAGE" TYPE 19 L" 5- _- 11a oFLOOR STOP +36��t ) T$ CONSULT!FUTURE OP W) STERILE �� d d T' (`� II!E) (E) `''1 106 113 I T--1-1 I \_ PANS I S _�.�(N)�CN =I -- I Ie LAF �_,I J JLUCD it U� Z GROUP 2 - LOCKING �m 0 \ (NX3 µ, I I �:I d I = - TSN 0N) Q Q a 1 1/2 PAIR BUTTS - 4 1/2" Ic�� ; A _ _ ce MECHANICAL 0 - ri II LEVER LOCKSET - "ENTRANCE" TYPE c� 8 I I I I I �. I =� H w 108 InXE) I �� I p O w r Q Z_ Q 2 Q N r� e FLOOR STOP N 11 I I N) z 3 z -b..11,S.1„...a_...A.:R-ATIMELY -<------ -_� M L z Li NOTES s` (4�" <E) N) 2) _ �E) 104 'ii H N 1 H 100 36 7,6 C BLACK 2 NONE *SEE NOTE A BELOW�I STAFF LOUNGE GROUP 3 - INTERIOR PRIVACY 0 w HALL 1 j.c�1-�1 A 1WITH CLOSER 0 0 I--I ® A 1( 1119 PAINT INTERIOR SIDE 1 1/2 PAIR BUTTS - 4 1/2" IL 4N) 102 , ® ® f4 (N) 102 3/ A EXISTING DOOR EXST. OF DOOR AND FRAME LEVER SET - "PRIVACY" TYPE o 3) �� I RECEPTIONCC <E) I vti (EW I 101 P-5 W/ OCCUPANCY INDICATOR H (E) 03 l. I i 2*** FLOOR STOP Z +40 (i DED! /O T7 I e ,% 103 % % D S.C. WOOD PL-3 TIMELY ALUMATONE SEE W i H DRS OFFICE (E) p103 / I N ,:' NOTE -GROUP 4 C O 104 I I <N ) C PEMKO BUILDERS NSERIES FLAT TRACK ❑ U I 41 4 I N) cE ;:;• c 1 : 1 el F 1 I —1 2*** U w 0 _ SLIDING DOOR HARDWARE SYSTEM o \2( 104 B PL-3 TIMELY ALUMATONE SEE WF-1 TO COVER MODEL: #BLD-FT-01 0 WAITING II NOTE GLASS IN DOOR g FINISH: INDUSTRIAL STEEL- ZINC COATED Z m 100 , __ STEEL Z o 9 T I 106 % % E PL-1 i N/A N/A 4 DOOR PULL: INDUSTRIAL BY DESIGN HEAVY 0 1 > (E) `T 2*** WITH SOUND GASKET DUTY 12" PULL AND FLUSH BARN DOOR I- O m IA SEE AND SEAL. DOOR HANDLE IN STAINLESS STEEL FINISH O -1 108 3/0 % A PL-3 TIMELY ALUM ATONE D Q NOTE FRAME THICKER AT _ _ C THIS LOC:CO:ION GROUP 5 - BI-FOLD DOOR CC 109 F 5 STANDARD BI-FOLDING DOOR HARDWARE Z � 11 _ ji DOOR FME THICKER *DOOR HARDWARE FINISH TO BE SATIN STAINLESS 0 i AT THIS CATION. (} ❑ r-� �� —� r—� 117 % B 1 WF-1 TO OVER **DOOR SUPPLIER TO PROVIDE DOOR AND GLASS IN OOR HARDWARE SUBMITTALS FOR APPROVAL 118 A V V \,,/ 3V WITH CLOSER PRIOR TO ORDERING. DESCRIPTION DATE • *NOTE A: 1 EXIT SHALL BE OPERABLE AT ALL TIMES, PROVIDE SIGNAGE ON REVISION 1 08/09/2019 1. el LOCKABLE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" **NOTE B: PLASTIC LAMINATE TO WRAP ALL (6) SIDES OF DOOR. tH ***NOTE C: ALL LOCKS WITH THIS NOTE TO BE KEYED THE SAME. ***NOTE D: ALL WALL THICKNESSES TO BE VERIFIED IN FIELD PRIOR TO ORDERING DOORS. r / r-0• 3'-2" • I I INK( /i�// \ / HALF UTE w/ •• / r ,� `\` / /-— / \ FULL WE / / >\\--L NF-1 TO / TEMPERED AND SIDE UTE / ` TEMPERED F LL RED w/ / / COVER GLASS. CLEAR CLASS / / / / SEE FINISH GLASS / )-LOTAEIED 0 BID SET lb (1131 \ —o \ �, 1FOEHp ON \ \ \ VFN1S- FINISH \ T-6 FOR \\_,) \ RE11TE FRAMETO YATOI \ RF11TE FRAYS 1PROPOSED PLAN \ \ DNLS \ \ ALUYATONE DOOR TO MATCH REUTE FRAME FRh11E /ALUMATONE DATE: DWN: RS TO MATCH FRAME DOOR FRAME AUMATONE \ \ COLOR 07/2912019 CHK: TC SCALE: 3116" = 1 '_0" DOOR FRAYS \ �— PROJ.#: SHEET: DOOR a\SOLID FLUSH ®HALFGLASSGLASS CwITH SIDE LITE LL GLASS DOOR (01SOLID W/ VENTS OE W/RULD00 ASS CDOOR SOLID BI-FOLD SCALE: T.3 3/16"= V-0" PROP. PLAN • CEILING DEMOLITION GENERAL NOTES CEILING PLAN KEYNOTES CEILING PLAN SYMBOLS AON/A 6" RECESSED LED DOWNLIGHT HALO ML56, 1200 SERIES WITH WHITE TRIM. 4000K, 90 CRI. O z n I.T. ROOM #103, AND MECHANICAL ROOM #108: PROVIDE THERMOSTAT CONTROLLED MOUNT ' Ce Z EXISTING CEILING TILES TO BE DEMOLISHED. CEILING GRID TO REMAIN UNLESS EXHAUST FAN ON TIMER_ SYMBOL SPECIFICATION CO HEIGHT 6" RECESSED DIRECTIONAL/WALL WASHING LED DOWNLIGHT 1' NOTED OTHERWISE. AD® N/A HALO ML56, 1200 SERIES WITH WHITE TRIM. 4000K, 90 CRI. I N- MECHANICAL #108: PROVIDE SURFACE MOUNT HIGH/LOW VENTS IN ROOM TO N/A EXISTING WALL O ti 0 C\I CO 2. EXISTING LIGHTING TO BE DEMOLISHED UNLESS NOTED OTHERWISE. ENHANCE AIR FLOW. 6" RECESSED LED DOWNLIGHT HALO ML56, 1200 SERIES ON a. WAITING #100, RECEPTION #101, HALL 1 #102, DRS OFFICE #104, PAN #105, N/A ITEM TO BE REMOVED AE® N/A EMERGENCY BATTERY BACK-UP WITH WHITE TRIM. 4000K, 90 M F- ® CONSULT/FUTURE OP #106, HALL 2 #107, LAUNDRY #109, FUTURE OP #110, OP 1 2 N/A KEYNOTE CRI. CII W O#111, OP 2 #112: EXISTING CEILING GRID TO REMAIN, PROVIDE NEW TILE. CEILING PLAN GENERAL NOTES STAFF LOUNGE #119: IN THE RELOCATED RECESSED LIGHTS, REPLACE EXISTING N/A 2'X4' COOPER, LED ENCOUNTER FIXTURE. 4000K, 9d CRI. W„,.) V M I.- 11, • n FLUORESCENT LAMPS WITH NEW LED LAMPS, 4000K, 90+ CRI. $ STD SWITCHON 1. AT ALL OPERATORIES: PLACE LIGHT FIXTURES AND TILE ABOVE CHAIRS SO THAT it LIGHT FIXTURES LINE UP ON EITHER SIDE OF CHAIR. DENTAL CHAIR TO BE DEMOLISH ALL EXISTING IN CEILING SPEAKERS $3 STD THREE-WAY SWITCH ,-r C SEE SONNEMAN STIX 18” LED BAN BAR, BRIGHT SATIN 2 0 CONFIRMED WITH DENTAL EQUIPMENT PROVIDER PRIOR TO LAYOUT OF CEILING. ELEVATIONS ALUMINUM FINISH, MODEL #2769.16, 3000K, 90 CRI. U J 2. MECHANICAL SYSTEM TO BE BIDDER DESIGNED. LOCATIONS OF HVAC GRILLES NOT TO 6 DEMOLISH ALL EXISTING IN CEILING EXHAUST FANS $OS STD SWITCH W/ OCCUPANCY SENSOR AND TIMER Q MOUNTED EQUIPMENT. = N/A HALO LED 4 DER CABINET • LIGHTING HU1OP, WHITE, LENGTHS 1 IX INTERFERE WITH LIGHT FIXTURES, SPEAKERS OR CEILING Q O STD THERMOSTAT p _ CONTRACTOR TO PROVIDE HVAC BALANCING POST OCCUPANCY. DRS OFFICE #104: REMOVE AND BLANK OFF EXISTING 2ND SWITCH, LEAVING ONLY 1 SWITCH � ~ 3. CEILING GRID LAYOUT TO BE CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE. OS N/A SPRINKLER HEAD 12"X48" LED SURFACE MOUNT FIXTURE WITH PRISMATIC LENS. EXHAUST FAN (BIDDER DESIGNED - FAN SPECIFICATION TO � E � N/A BIDDER DESIGNED, SUBMIT APPROVAL PRIOR TO ORDERING. � 1- N 4. LIGHT FIXTURES TO BE CENTERED INSIDE THE CEILING TILE UNLESS NOTED 0 N/A BE QUIET WHEN RUNNING) OTHERWISE. F JESCO INFINA LED FLEXIBLE LINEAR STRIP LIGHT, ti _ NEW GYP. BD. CEILING W/ METAL STUD FRAMING. HEIGHTS N/A DL-AC-FLEX SERIES, WITH 1" WIDE CLEAR PLASTIC �f? 5. REFER TO ROOM FINISH SCHEDULE ON SHEET T-6 FOR CEILING PAINT COLOR. VARIES VARY, SEE PLAN. MOUNTING CHANNEL, 4000K, 90+ CRI. W m M LIGHT SWITCHES TO BE WHITE, REPLACE EXISTING SWITCHES WITH WHITE AS ACT-2 SUSPENDED CEILING GRID AND TILE: SEE FINISH ABBREVIATIONS 0 U 6. ALLU NEEDED. VARIES LEGEND ON T-6. SEE PLAN NOTE 3 FOR EXISTING GRID LOCATIONS. (E) EXISTING FIXTURE INILI u ACT-1 SUSPENDED CEILING GRID AND TILE: SEE FINISH (RL) RELOCATE EXISTING FIXTURE 0 VARIES LEGEND ON T-6. SEE PLAN NOTE 3 FOR EXISTING GRID (D) REMOVE EXISTING FIXTURE LOCATIONS. 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FINISH PLAN GENERAL NOTES FINISH PLAN SYMBOLS FINISH PLAN KEYNOTESIX Z o z CO 1. ALL INTERIOR WALLS TO RECEIVE P-1 PAINT UNLESS NOTED OTHERWISE. XX ACCESSORY TAG 0 MECH. RM. #108: PROVIDE AND INSTALL HORSE MAT UNDER AIR COMPRESSOR CO 'Cr AND VACUUM FOR SOUND ABSORPTION. O N CO 2. PREP ALL FLOOR SURFACES TO RECEIVE NEW FLOORING AS SCHEDULED. FLOOR PATTERN DIRECTION j 0 MECHANICAL #108: ALL PLUMBING AND ELECTRICAL UTILITIES FOR COMPRESSOR a — 1 EL CO H 3. ALL EXPOSED GYP. BD. SURFACES TO RECEIVE PAINT. PREP ALL SURFACES AS AND VACUUM TO BE SURFACE MOUNTED. C) W REQUIRED FOR NEW PAINT. PROVIDE (1) COAT OF PRIMER AND (2) FINISH COATS. CIO PLUMBING FIXTURE TAG I LO 2 4. CHANGES IN FLOORING MATERIALS, COLORS OR PATTERNS, THAT OCCUR AT THE HVAC IN FLOOR HVAC VENT NOT USED W FRAMED DOOR OPENING SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE CL V w CLOSED POSITION, UNLESS NOTED OTHERWISE. SEAMS OF TILES TO CONTINUE FROM ONE ROOM TO ANOTHER, UNLESS NOTED OTHERWISE. ABBREVIATIONS = O 0 0 5. FLOORING CONTRACTOR TO ORDER 10% ADDITIONAL CARPET TILE & LVT FOR (E) EXISTING TENANT'S BACK STOCK. Immi. 6. ALL FINISHES SPECIFIED TO BE IN ACCORDANCE WITH OSSC TABLE 803.9. (RL) RELOCATED W F" 7. RUBBER TRANSITION STRIPS BETWEEN CARPET AND LVT ARE NOT NEEDED AS (/� F- CN.- \I BOTH MATERIALS ARE THE SAME HEIGHT. W ,4- 2 2 ti8. ALL RESTROOM WALLS AND CEILING PAINT FINISH TO BE EPDXY, Z Lo NON-ABSORBANT. IA m 2 0 § „o Li W U 1 CK 0 } � � � � I � � � I � , Ir � � \\ OP4 1116 1 Zi- aw Aft, - imp= I I - - I 1 L r I SII- -- X43 PLUMBING FIXTURE LEGEND ACCESSORY SCHEDULE ` UTURE07,_-1„51 «) �OPP71 CO �Or2 4 # ITEM DESCRIPTION INSTALL f1 110 Air' 1l k,_ �11 I iii . �� -OP� S-1 (ADA RR) SINK: KOHLER CAXTON OVAL UNDER MOUNT SINK, HEIGHT � I 1 , 1--Tr5 MODEL #K-2205, WHITE FINISH A \I I ' i "� is- _ FAUCET: DELTA DRYDEN SINGLE HANDLE FAUCET, BOBRICK B-2620 SURFACE MOUNT PAPER TOWEL VARIES - LJ ' �'� — STAINLESS FINISH, MODEL #551-SS DST. INSTALL 1 I I I t, 'I ' WITHOUT ESCUTCHEON O DISPENSER SEE �-°�N i i s—iii•V! UPELEVATIONS 1 \ / _�--�i r '1 `� `i Tv ry = � r A S-2 (HAND SINK: KOHLER BOLERO ROUND UNDER MOUNT SINK, �k� t „- El _-� i L __ __ WASHING} MODEL #K-2610-SU, 13 "X5 ", SATIN FINISH. O MIRROR - PROVIDED BY TENANT SEE 1, !!!"``�� RL) �, r - FAUCET: DELTA DRYDEN SINGLE HANDLE FAUCET, ELEVATIONS 1 l + C �- -� STAINLESS FINISH, MODEL #551-SS-DST. INSTALL L�_1 I I ' i0 _ -IA I L _ _ O BOBRICK B-6867 DOUBLE ROLL TOILET TISSUE ADA ILVT-1 it L �,R-� L_ - - WITHOUT ESCUTCHEON ``--- �� 8-2 I I I FOOT CONTROL: PROVIDE TAPMASTER FOOT CONTROL DISPENSER HEIGHT >< 1 - - - T`� lI I )< CPT-1 CPT-1 i I CPT-1 CPT-1 1 I I.- i i HALL 2 I. 1 -7"0-----_-.01._ ,, ' n �(E) _ _ _ , 107 1 _ _� ! 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O INSTALLED (NOT SHOWN ON it Eis / n: _ L_ - _ Q PLAN) M - - los i j �.-1�LYT-i [ , I I 1 +° - I I I �___ T-1 TOILET, BIDDER DESIGNED N \ y' L fJ ` I - ____ 6 ' F ] T O GLOVE DISPENSERS - OWNER PROVIDED AND illl yi CPT- I, STAFF LOUNGE 7 INSTALLED (NOT SHOWN ON PLAN) LY r n �' P-6 HALL 1 ‘0-i ` ! WH-1 VERIFY EXISTING WATER HEATER WILL WORK FOR NEW v CC `� ti /,� RF-z i 1198 TENANT'S REQUIREMENTS. U_ O 1, 1a \` E I I I RECEPTIONf-^� i 8 MASK DISPENSER - OWNER PROVIDED AND INSTALLED z I CI L� 1�J r O (NOT SHOWN ON PLAN) Ct ,i *PLUMBER TO PROVIDE PLUMBING SUBMITTALS FOR APPROVAL PRIOR TO Z 0 I.T. 1 rt I I w DRS OFFICE • 103 HALLAli ,' ORDERING LARSEN'S ARCHITECTURAL SERIES FIRE EXTINGUISHER ADA / (DIME t__.�1s� _____.._� i I I. I ® CABINET, SEMI RECESSED, STEEL WITH FULL CLEAR HEIGHT - I - CPT-1 IAV [IEE) ♦ 0 e-- tD • ro I I 1 I HOUSE 51bYLIC ASIZE FIRE NEL AND BEXTINGUISHER. LACK TING. CABINET TO '�"�' \ 1 - TENANT PROVIDED EQUIP. LEGENDo TI tI Z D 1NAI-NG. - BOBRICK B-2621 SURFACE MOUNTED PAPER TOWEL SEE {l1 11/C-1 100 ED DISPENSER ELEVATIONS Z p 3 REF-1 TENANT PROVIDED REFRIGERATOR, PROVIDE ELECTRICAL 0 J. > ,,,T-1) PER SPECIFICATION. NO WATER LINE NEEDED. 11 BOBRICK 8-221 SURFACE MOUNTED SEAT COVER SEE -Rm I I - . 1 DISPENSER ELEVATIONS 0 • REF-2 (UNDER TENANT PROVIDED UNDER COUNTER REFRIGERATOR. D COUNTER) PROVIDE ELECTRICAL PER SPECIFICATION. CC *ACCESSORIES TO BE CONTRACTOR PROVIDED AND INSTALLED UNLESS I- NOTED OTHERWISE. U} �`�/ U) W/D-1 VERIFY EXISTING ELECTRICAL, PLUMBING AND Z 1..` <) _ _ I VENTILATION WILL WORK WITH NEW TENANT PROVIDED S Ln �� �� -, 1--I , I STACKING WASHER AND DRYER. U ❑ r / DESCRIPTION DATE NOT THIS PAGE D81D912019 l'' -I. CI K--_a ,“_---) _ L r ! Li I I I I I I /A BID SET • FINISH FLOOR PLAN DATE: DWN: RS ,C13I 07/29/2019 CHK: TG SCALE: 3/16" = 1 '-0" PROJ.#: SHEET: SCALE: T-5 3/16"= 1'-0” FINISH PLAN _ , ROOM FINISH SCHEDULE FINISH LEGEND co z WALLS FLOOR BASE CLG CLG NOTES ACT-1 MFR: ARMSTRONG Ce Z 0 -NI- ' NO. NAME MArL PAINT STYLE: CORTEGA co N S E W SIZE: 24"X24" m 0 I V 100 WAITING - WC-1 P-1 WC-1 CPT-1 B-1 ACT-1 NONE ACT-2 MFR: ARMSTRONG I *SEE FINISH PLAN 1/T-5 AND ELEVATION STYLE: CORTEGA SECOND LOOK A I- * _ _ ACT-1 SIZE: 24"X48" 0 W 101 RECEPTION T 1/WD 1 - P-1 P-2 5/T-7 FOR LOCATIONS 1 I. 102 HALL 1 P-2 P-1 P-2 P-1 ACT-2 B-1 MFR: JOHNSONITE 2 STYLE: 4" COVED WALL BASE U W 103 I.T. P-1 P-1 P-1 P-1 COLOR: "BURNT UMBER" 63 am 0 104 DRS. OFFICE P-6 P-6 P-6 P-6 CPT-1 MFR: SHAW CONTRACT 1= _ J 105 PAN P-1 P-1 - P-1 V STYLE: "FOLDED TILE" 5T0600 Q COLOR: "DOLPHIN ECRU" 60105 106 P-3 P-1 P-1 LVT-1 CONSULT/ FUTURE SIZE: 18"X36" El= ". OP INSTALLATION METHOD: MONOLITHIC 107 HALL 2 *P-1/P-4 *P-1/P-2 CPT-1 V V *SEE FINISH PLAN 1/T-5 FOR LOCATIONS SEE FINISH PLAN 1/T-5 FOR PATTERN DIRECTION Lig _ 108 MECHANICAL P-1 P-1 LVT-1 GYP. BD. P-1 LVT-1 MFR: SHAW CONTRACT N I— N 109 LAUNDRY P-1 P-1 ACT-2 NONE STYLE: "INLET" 0926V W Nr COLOR: "REFUGE" 26155 Z 110 FUTURE OP P-3 - SIZE: 9"X48" *k INSTALLATION METHOD: STAGGERED W m 111 OP 1 - SEE FINISH PLAN 1/T-5 FOR LAYOUT O > 0 • 112 OP 2 V- P-1 (GENERAL & MFR: BENJAMIN MOORE U Ce 113 STERILE - P-1 V P-2 V CEILING) COLOR: "ALABASTER" OC-129 FINISH: SATIN 114 HALL 3 P-1 - P-4 - CPT-1 115 OP 3 - P-1 - P-3 LVT-1 P-2 (ACCENT) MFR: MAGNOLIA FROM MILLER PAINT COLOR: "EARL GRAY" MAG055 FINISH: SATIN 116 OP 4 P-1 - - P-3 117 LAB P-1 P-1 P-1 P-1 V V P-3 (ACCENT) MFR: MAGNOLIA FROM MILLER PAINT COLOR: "WEATHERED WINDMILL" MAG002 118 ADA RR P-3 P-3 P-3 P-3 GYP. BD. P-1 EPDXY PAINT ON WALLS AND CEILING FINISH: SATIN 119 STAFF LOUNGE P-1 P-3 P-1 P-1 V V ACT-2 NONE P-4 (ACCENT) MFR: MAGNOLIA FROM MILLER PAINT COLOR: "QUAINT COTTAGE" MAG064 FINISH: SATIN , P-5 (EXISTING DOOR) MFR: MAGNOLIA FROM MILLER PAINT COLOR: "EARL GRAY" MAG055 FINISH: SEMI-GLOSS P-6 (ACCENT) MFR: SHERWIN WILLIAMS COLOR: "BACKDROP" SW 7025 FINISH: SATIN PL-1 MFR: WILSON ART COLOR: "SKYLINE WALNUT" 7964K-12 FINISH: SOFTGRAIN FINISH PL-2 MFR: FORMICA COLOR: "PLATINUM" 902-58 FINISH: MATTE PL-3 MFR: WILSON ART COLOR: "HIGH LINE" 7970K-18 FINISH: LINEARITY FINISH PL-4 MFR: WILSONART COLOR: "GESSO TRACERY" 4962-38 FINISH: FINE VELVET SCH-1 MFR: SCHLUTER STYLE: T.B.D. SIZE: T.B.D. r) FINISH: T.B.D. N .i c *NOTE: OR SIMILAR FOR TRIM PIECE AT EDGE OF T-1, ti SEE ELEVATION 5/T-7 FOR DETAILS �nn O V 0 SS-1 MFR: CROSSVILLE PORCELAIN COUNTERTOPS ILZ 63.8"X127.6" 12MM THICKNESS U) X SIZE: � COLOR: "NIGHT WATCH POLISHED" PC010 H Z _ W � SS-2 MFR: FORMICA SOLID SURFACE 2 I 6 SIZE: Y2" THICK 0 . ‘_ COLOR: "LUNA STONE" 780 0 W *NOTE: SUBSTITUTION MAY BE APPROVED FOR SOLID 0 z 1- SURFACE MATERIAL IN SIMILAR COLOR IF FABRICATOR 0 m HAS A REMNANT ON HAND Z > T-1 MFR: DALTILEJ F- m SERIES: AMBASSADOR U O -J COLOR: "WANDERLUST WHITE" AM36 DQ • SIZE: RANDOM LINEAR Ce 1 GROUT: NONE F- �/• SEE ELEVATIONS 5&6/T-7 FOR LAYOUT Z f1/ co ., TR-1CORNER TRIM MFR: T.B.D. O 0 ‘_. ._ PIECE) ( STYLE: T.B.D. FINISH: T.B.D. TO BE USED TO PROTECT EDGE OF WC-1 WHERE EXPOSED. SEE ELEVATION 9/T-8 FOR DETAILS DESCRIPTION DATE NOT THIS PAGE 08/09/2019 WC-1 MFR:TRI-KES MAGNOLIA HOME STYLE: KEYSTONE COLOR: "WHITEWASH" MAG1084 WD-1 (WOOD WALL) SPECIES: T.B.D. FINISH: T.B.D. SIZE: T.B.D. SEE ELEVATION 5/T-7 FOR LAYOUT WF-1 (WINDOW FILM MFR: LLUMAR ON DOORS/WINDOW) SERIES: "FROST" NRM PS2 SIZE: TO COVER GLASS ON DOORS BID SET *CONTRACTOR TO PROVIDE FINISH SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. DATE: DWN: RS 07/29/2019 CHK:TC PROJ.#: SHEET: SCALE: T-6 N.T.S. SCHEDULES *NOTE: UPPER Z O Z VCABINETS TO EXTEND CO d- TO CEILING, TYP. DO EQ EQ ( CLEAR GLASS PANEL O N- co MIRROR- IN END DOOR WITH IL() PROVIDED BY i PLEXIGLASS SHELVING. CABINET ' CI- TENANT TO BE IN IT'S OWN 'BOX' WITH M ~ EPDXY PAINT, o �J-1_ __1__-_ ._ -/ = _l___ CO W / TYP. z CENTRAL DIVIDER BETWEEN THE m SS-1 COUNTERTOP \ \:� / \.� CABINET NEXT TO IT. I. PL-3 UPPER & , W/ 4' \ 54' MIN. i �A _ - / \ / LOWER CABINETS an V W BACKSPLASH SS-1 COUNTERTOP \ I N ` \ / \ / .2' VALANCE FOR UNDER 39' - 41' MIN.{ _ _ I r PL-2 CABINET, DOOR 1 W/ 4' \ ,�' I ' ` CABINET LIGHTING _V \��� - N❑ TOE KICK SWING �J LI BACKSPLASH \ o . .1 I :\ I '� •T-1 MOSAIC TILE, I ° 0 J �� �'' \ r rNO GROUT AT THIS TILE - Q io . 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TEMPERED CLEAR PL-1 UPPER & PL-1 UPPER & Z 1..` `o uj / \ / - _\-- PL-3 UPPER CABINETS Z =ADJ LOWER CABINETS z C° Z \ / i GLASS WINDOW W 7 La / LOWER CABINETS 0 fU D W sn� EMTEK 1' EDGE PULL �anJ� • �► ___ W / DISPENSEHOLES R- VFY SIZE R GLOVE W IN SATIN BRASS US4 \ _ PAPERLT❑WEL FOR _ - - - - ,� � TIMELY ALUMATONE ap� / \- / AT THIS ELEVATI❑N = \\ FRAME 1 z , _\; /, 7' VALANCE FOR ;�, /I DISPENSER, B-2621 M \- /----- - -j-- c -_-- _ : DESCRIPTION DATE •2' VALANCE FOR UNDER I PAPER TOWEL CABINET LIGHTING ;n DISPENSER, B-2621 NOT THIS PAGE 08/09/2019 4'-3 7 WF-1 TO COVER I _ o o SS-2 COUNTERTOP I \`� GLASS l •PL-4 COUNTERTOP N SS-2 COUNTERT❑P N & 4' BACKSPLASH SS-1 TRANSACTI❑N TOP L— & 4' BACKSPLASH / & 4' BACKSPLASH N - 1 .PL-2 C❑UNTERT❑P ®�� I I K. 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I—PL-1 UPPER &PL-4 COUNTERTOP aDJ�_- -f = _==�=_ / \ _-� '__ W CABINET TEMPERED CLEAR 7 --- - - -- LOWER CABINETS W GLASS WINDOW WITH i & 4' BACKSPLASH N. `/' �`I � V ADJ U-CHANNELS AT TOP 4t • = AND BOTTOM 8' TRASH GROMMET = PL-4 COUNTERTOP (� o ;� gp. O\ 1'L-1 CABINETS RADIUS, EACH SIDE iv J Ali I4 P & 4' BACKSPLASH D O I Flm " e I .4F. .4F. i ` I Q ,� m W ADJ I O o W o / \ B-1 4' TOE KICK o / �/ �/ - A _ c W` Iv W J i i7 A ! e O a. B-14' TOE KICK o `F= _ / T T W` H N- o �, /- \ / \/ -\ i$` B-1 4' TOE KICK N �- CV - , W 1'-10' 1'-3' EQ EQ EQ ! EQ i'-9' I 1'-0' I I EQ I LO 2'-11 I CUR 1 7'-7 " 3-6" CLR 5'-0' 2'-5' CLR .r _ W m U IZSU V W O 1 MECH . # 108 STERILE # 113 3 0P3 # 115 4 HALL3 # 114 T—8 SCALE: 3/8" = 1'-0" ---___8} SCALE: 3/8" = 1 '-0" T-8 SCALE: 3/8" = 1'-0" T—8 SCALE: 3/8" = 1 '-0" 11'-0' 3'-6" "� EQ EQ EQ EQ )KN❑TE: UPPER 22" CLR. 1'-6N❑TE: UPPER „ ' CABINETS TO EXTEND •_ CABINETS TO EXTEND TO CEILING, TYP. TO CEILING TYP. Z / \ / \ / \ / \ I ADJ !i n w A -�___ ____�,� �,�___ _____-� PL-1 UPPER &• z ADJ PL-1 UPPER AND 1'/a' NOTCH TM PL-1 = R LED WHITE MELAMINE / ^ \ / ^ \ / ^ / % '.'�' ADJ J�� LOWER CABINETS SFTRIP P IAME ❑GH ING TYPE li ADJUSTABLE LOWER CABINETS 0 SHELVES ON K&V Al: ---- 2' VALANCE FOR UNDER = MIRJ ADJ-_ 'F', REFER TO M BRACKETS N / / / / CABINET LIGHTING M Z v Y _ I 16'D MICRO. SHELF ' Ne CEILING PLAN �� - �I �I SYMBOLS ❑N T-4 FOR -8' TRASH GROMMET 1'-6' 1'-2' LIGHT SPECIFICATI❑N -PL-2 COUNTERTOP o Lij c_ PL-2 COUNTERTOP I , N & FULL BACKSPLASH N & 4' BACKSPLASH 1 PL-1 TO WRAP ALL SIDES INT❑ 2 DEEP m /// o PLASTER DRAWER, ! _- /1 •• ir.. NICHE W. .1. .4 '�I`- `. FULL EXTENSI❑N '_ �=. W.� N VFr T °` f ; ADJ HEAVY DUTY GLIDES I`� __ 2' RECESSED NICHE a o v T DIMS , / I /___ \ \ __ o / C� ' �' ll_ s I. FOR TILE- T-1 TILE _I W. 4 / / �-FIXED PANEL INSTEAD T - - • A� i,) io iv ON FACE OF NICHE PLASTER ADJ ----.1' 1 B-1 4' BASE ”' = o VFY v 1 \ _=\ / / =_ OF DOOR DUE TO Nr DIMS 41 U- 1 I / WALL ANGLE \. / B-1 4' TOE KICK B-1 4' TOE KICK B-1 4' TOE KICK .J EQ I EQ i 2'-0" MIN 11'-3r� i EQ I EQ� I! 2'-0' MIN I 1'-6' 1" 5.-81" I 11'-0" I / -r i 3'-8' I 3'-2" CLR. 2'-8' STAFFLAB # 117 LAB # 117 # 119 RECEPTION DESK SECTION C-- 6 7 8 00 CV CCD e 8 SCALE: 3/8" = 1 '-0" T—8 SCALE: 3/8" = 1 '-0" T—8 SCALE: 3/8" = 1 '-0" T—8 SCALE: 3/8" = 1 '-0" Z o ce w = P 2 cc 8U CDW o Zco _o = J I= 0o J coCO ft Z o 0 LO CABINET GENERAL NOTES = WC-1 WALL • DESCRIPTION DATE i COVERING 1. PROVIDE GROMMETS FOR ELECTRICAL AT ALL CABINET ELEVATIONS. FIELD SET, VERIFY LOCATIONS WITH TENANT. 1 NOT THIS PAGE 08/09/2019 i— TR-1 TRIM 2• ALL UPPER CABINETS TO BE 12" INSIDE CLEAR UNLESS AT CORNER NOTED OTHERWISE. OF ITW❑ . WALLS 3. USE 3-1/2" DULL CHROME WIRE PULLS THROUGHOUT 1 B-1 4' BASE, UNLESS NOTED OTHERWISE. I TO G❑ OVER • 1 r i TOP OF WC-1 4. SOLID SURFACE COUNTERTOPS TO HAVE EASED EDGE 10'-8" ' 8'-6t' I PROFILE. 19'-2i" j 5. ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE. SEE ELEVATIONS FOR COLOR DESIGNATION. BID SET WA I T I N G # 10 0 DATE: DWN: RS (6-- 07/29/2019 CHK:TC —g SCALE: 3/8" = 1 '-0" PROJ.#: SHEET: SCALE:. T...8 3/8" 1-0" ELEVATIONS STRUCTURAL NOTES 01.0 GENERAL NOTES 03.0 CONCRETE 06.0 WOOD FRAMING 0 -3 1. These notes set minimum standards for construction.The drawings govern over the Structural Notes 1. Strength: Average concrete strength as determined by job cast,lab cured cylinder shall be per the 1. All lumber species and grade to be as follows: CO CO N- to the extent shown. table below plus increase depending upon the plants standard deviation as specified in ACI 318. a0 2. Contractor shall verify all dimensions and conditions on drawings and infield. Coordinate locations of Four(4)test cylinders meeting ACI 318 Section 5.6 shall be taken at each pour. One(1)cylinder Joists, beams and stringers(2x&4x) DF#2-19 percent M-C. N- V openings through floors, roofs and walls with architectural,mechanical and electrical plans. Notify shall be tested at 7 days and three(3)cylinders shall be tested at 28 days. Test reports are to include Bucks, blocking,bridging and misc. DF#3 or better td) i_ owner's representative of any discrepancies. minimum and maximum cure box temperatures. Structural 2x studs DF#2-19 percent M.C. C7 W 3. Construction means, methods and all necessary temporary support prior to completion of vertical and Plates,sills and headers for wall framing DF#2 K.D.-15 percent M.C. p 2 lateral load systems is the sole responsibility of the contractor. Strength, Max W/C ratio, Max W/C ratio, Min cement Posts DF#1 -19 percent M.C. In 4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. Use fc at 28 days Non-air entrained air entrained content Posts, etc.embedded in or in contact Pressure treated Hem Fir#2 5. All work shall be in compliance with 2014 edition of the"Oregon Structural Specialty Code"(OSSC) as All uses except as with ground AWPA UC4 W amended by all other state and local codes, permits,and building department requirements that apply. noted 2500 0.55 0.46 470 lbs 6. Where reference is made to ASTM,AISC,ACI or other standards,the Code referenced issue shall 03 apply. 2. Framing anchors,joist hangers, post caps,etc., shall be by'Simpson Strong-Tie'. Install per m 7. Design Criteria: MINIMUM Mix Requirements: manufacturer's recommendations for tabulated maximum capacities with fasteners installed in ail O (,) a. Add supplementary cementitious material to slab on grade and exposed wall concrete mixes. holes. Framing anchors attaching to pressure treated lumber shall be Z Max coated or hot dipped 0 L-5 Supplementary cementitious material to be slag or fly ash. Do not add supplementary cementitious galvanized and attached with hot dipped galvanized(2.0 oz per square foot)or stainless steel nails or Table 1604.5 Risk Category II material to air entrained mixes. Limits on maximum percentage of total cementitious material by screws. Framing anchors installed at exterior locations exposed to weather are to be stainless steel 0i Roofs Dead load 15 psf mass to be 20%for fly ash conforming to ASTM C618 with loss on ignition of 3%or less and 50% with stainless steel fasteners. Live load(snow) 25 psf per 1608.1 for slag conforming to ASTM C989 and added per ASTM C595. Include supplementary 3. Do not recess bolt heads or nuts unless shown on drawings. Q cementitious material in the water cement ratio. Supplementary cementitious material may be 4. All nailing shall be per Table 2304.9.1 of the IBC. Nails called for on the drawings shall be common = 8. Mechanical equipment, mechanical and sprinkler piping larger than 2 inch diameter or other items added to other concrete mixes and included in the water cement ratio but is not to be used as part for plywood nailing; box nails for framing;and type recommended by manufacturer for maximum W producing a hanger load over 50 lbs.shall be hung by a system approved by the owner's of the minimum cement content. Contractor to consider late strength development and finishing for capacity of hangers and connectors. Nail heads shall not penetrate the face veneer of plywood I- � representative.Any hanger producing a load over 20Q lbs. shall have additional framing installed to mixes with supplementary cementitious material. panels. H C4 transfer these loads to the main structural beams or walls unless otherwise approved. b. Design slump: Minimum 3", maximum 9". Field variation from design slump+1/2 inch to-1 inch. 5. Nails, bolts or lags in pressure treated lumber shall be hot dipped galvanized or stainless steel. W d" 9. Brace all mechanical and electrical equipment, piping,etc.to the top of structural members to resist When concrete is to be pumped add plasticizers and provide a new mix design to increase slump 6. Cutting and notching of joists not allowed.A one-inch(1")diameter hole may be drilled in the center M lateral forces as specified in Section 13.6 of the current edition of ASCE 7 using a system approved to a pumpable mix. Do not add water at the jobsite unless authorized by the concrete supplier. 1/3 of width of member depth.All other holes shall be approved. m by the mechanical or electrical engineer respectively. c. Air Entrainment Per ACI at all exterior slabs and flat work. 7. Studs may be notched in the lower 1/5 of the height of stud for electrical and plumbing pipes,but no W 10. Details shown on the drawings are intended to apply at all similar conditions and locations. d. Admix Water reducing admix(Pozzolith/Polyheed/Rheobuild or equal). part of the notch is to be deeper than 25 percent of width of stud. Holes of diameters up to 1/3 of width1 U 11. Do not scale information from drawings. e. All admixtures are to be from the same manufacturer unless evidence is submitted verifying of stud may be drilled in stud but not in center 1/3 of height.The edges of drilled holes are to be at U compatibility of multiple source admixtures. least 5/8-inch from the face of the stud. 2. Place and cure all concrete per ACI codes and standards. 8. Provide deflection space over all non-bearing walls located under open-web and plate connected ec 02.0 FOUNDATIONS wood trusses. 0 9. Lag bolts shall be installed in lead holes as follows: 1. The soil pressure used for design was1500 psf. 03.1 REINFORCING(CONCRETE) a. The lead hole for the shank shall have the same diameter as the shank and the same depth as the 2. All footings shall bear on firm, undisturbed soil or approved compacted fill. Remove all organic length of the unthreaded shank. 4093UtZklt, material or soft areas in footing excavations. Provide and install structural fill as necessary. Notify 1. All reinforcing steel shall be ASTM A615,Grade 60. b. The lead hole for the threaded portion shall have a diameter equal to 70 percent of the shank QED PROiE' owner's representative before proceeding if any unusual conditions are encountered in the footing diameter and a length equal to at least the length of the threaded portion. . t` excavations. c. The threaded portion or the screw shall be inserted in its lead hole by turning with a wrench, not by ��5 o ' N . 4:7 3. Do not excavate closer than a 2:1 slope below footings. driving with a hammer. Soap or other lubricants may be used on the screws or in the lead hole to ! `l� r 89/ '• ; 4. Use smooth edged backhoe bucket without teeth to excavate footing trenches, and clean all footing facilitate insertion and prevent damage to the screw. i_ " excavations of loose material by hand. 1 1 i I I i r _ � r I r 5. Comply with specifications and geotechnical report recommendations for all fills and excavations. OREGONvq- 6. Excavations may be made under continuous footings for pipes. Back fill with 3/4-inch minus crushed / O "�y 25. ‘4°+`' di rock compacted in 8-inch lifts to 95 percent modified Proctor maximum dry density per ASTM D1557 (,� ' or AASHTO T-180. \ z'4 S E E . Q 7. Fill material shall consist of soil approved by,a geotechnical engineer that is compactible to the following limit under the weather conditions at the time of construction. Maximum particle size of fill to RENEWS: 12-31-2020 be less than 4-inch diameter.Scarify and dry soils if required or use a granular material. Place fill in ,J lifts not to exceed 8 inches and compact to 95 percent modified Proctor maximum dry density ' determined in accordance with ASTM D1557(or AASHTO T-180) under footings and floor slabs. • 8. Base material immediately under slab shall be a 6-inch layer of clean 3/4-inch minus crushed rock compacted to at least 92 percent modified Proctor maximum dry density in accordance with ASTM D1557 or AASHTO T-180. I ! - 1 I 1 1 . -_ - I F , r i ' (E) TRUSSt (E) BM PER PLAN I I AT24"p C. I I \ HEADER POST PER PLAN7-- (E)DBL TOP PL � CUT, REMOVE AND REPLACE 1 / LACE(E)STUDS ! / L ±113_(E)2x FLOOR DECKING AS JREQUIRED ' l -� i ' \__ I i CJ' 3 1 I I 11 I ! I I I I \• _�. C- -1 S2.Q , � � ryo� (3)2x6 TYP EA ' / POST END I, T >- (2) SIMPSON A34 J� m' r0 i i Fe EACH SIDE OF POST �Q- "...I ry� i 1 ui ' \ �� �I _----7) * al-/ , / Jt''I I VERIFY CONT POST) POST ��J r 4x6 POST I (2)SIMPSON A34 AND BEAM TO(E) �� - ! Z 11 I TO HDR ml g (E)STUD-� J ii ENGINEER IF OTHEROw I I �F s . . ' = •...t WALL ! k E CONDITION IS FOUND / (3)2x6 POST I I �2x✓O I I . . N HEADER , /ST CV i� . ,-. _ ; a :. - I I-1I PER PLAN j1 I (E) BM �� 47'7 6, I O V °� I I ' V�: > Ic Z O \ CC ' �.a:_ - ---- .< nQ. :a. . - I I SIMPSON PB46 i I SIMPSON LCE4 A I D:-'.:: BASE NAIL EA. HOLE POST CAP EACH r _ 1 v \ TYP 'a \ SIDE OF HDR I - _ . , S2.0 P Z > I W D UQ' 3•, �(3)#4 EA WAY BOTTOM I I --�, \` 1 \ , \v (3)2 POST 0 U 1 CLR POST PER PLAN _ (3)2x10_�// \ j �E)TRUSS AT 24"O. I I I 4.-'10/k97, I I f , C I (Fj2 - U v w 2-0 SQUARE 2 - q 12 p 2.0 r'= r-o" S2.0 1"= v-0•• l Tis~oc co I I �x Z CO a I / ci -- - 1 , 1 '? 1 I- - I I I l� W:j/ _ O T \\s,` I (% w U \ D 1 .� �/ ! Bit' `" 0 -) < I- . ' i Z co -- (E) TRUSS (N)2x DBL I I (E)BM N O UD BOT CHORD TOP PLATE - ! ; 0 •' A ; z ,I V �� 1rI // CO co DESCRIPTION DATE '�� - - I I I I N >.< ; I / DBL TOP ! I I r (E)BM - 0. (E) 0 PLATE -•] m I I 1. C7Ial cm - ' i I Iii \ ! i c CD cnt- 1... �-(N) HDR �\ - m l w ss, o A PER PLAN W Lu R v a SIMPSON LCE4 POST CAP EACH ; t p (E) BM ` c SIDE OF HDR ; 1 �\ U u � � 3 - I I 1 �� %�/ \\ N PERMIT SET HEADER POSTCD PER PLAN mo NORTH > = DATE: DWN: RS • 620/2019 CHK:TC SECTION A Am PARTIAL ROOF PLANEll) ' m PROD.#: SHEET: (--9 1"= 1'-0" (i') 3/16"=l'-0" U SCALE: S2 . O - n 3/16" l'-O" ®zo1avwr.INC. FRAMING PLAN Z 0 PATTERSON DENTAL: GENERAL NOTES: PA. 1 I ER N 0Sso PATTERSON DENTAL'S RESPONSIBILITIES WILL INCLUDE BUT NOT BE LIMITED TO THE 1 . THE ITEMS LISTED HERE IN THE GENERAL NOTES ARE INTENDED TO CLARIFY DENTAL cc FOLLOWING: OVERALL GENERAL CONDITIONS FOR A SMOOTH TRANSITION BETWEEN ALL SUB- I'' CONTRACTORS, THE GENERAL CONTRACTOR, EQUIPMENT INSTALLERS, 1031 MENDOTA HEIGHTS ROAC (1) 1 . PATTERSON DENTAL WILL PROVIDE A SET OF DENTAL SPECIFIC SHOP DRAWINGS PATTERSON DENTAL AND THE OWNER FOR FINAL APPROVAL OF ALL WORK Z MENDOTA HEIGHTS, MN Sheet List TO AID THE CONTRACTOR AND/OR ARCHITECT OF THE OWNER'S CHOOSING IN THE PERFORMED BY THE RESPECTIVE TRADES. THROUGHOUT THESE PLANS AREZ CONSTRUCTION OF THE OWNER'S DENTAL OFFICE. THESE DRAWINGS WILL VARIOUS DETAILS, REQUIREMENTS AND SPECIFICATIONS TO AID IN THIS PROCESS. Sheet PROVIDE CRITICAL DENTAL LOCATIONS OF ALL DENTAL EQUIPMENT. WRITTEN IT IS THE RESPONSIBILITY OF EACH TRADE, CONTRACTOR AND THE OWNER TO 0 Number Sheet Name DIMENSIONS WILL TAKE PRECEDENCE OVER SCALED DIMENSIONS. READ ALL NOTES AND ILLUSTRATIONS THAT PERTAIN TO THEIR SPECIFIC TASK IN NOTE: 2. PATTERSON DENTAL WILL ASSUME NO RESPONSIBILITY FOR DEVIATIONS FROM THE PROCESS. CC MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER O DA001 GENERAL NOTES THE DENTAL DRAWINGS AND SPECIFICATIONS WITHOUT PRIOR WRITTEN 2. MOST OF THE DENTAL UTILITY AND SPECIFICATION REQUIREMENTS ARE OUTLINED FIT& FUNCTION OF THE EQUIPMENT SUPPLIED BY ENDORSEMENT. IN THE TEMPLATES AND DOCUMENTATION THAT PATTERSON WILL PROVIDE TO THE PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OF UL DA111 LVL 1 FLOOR PLAN THE OWNER/TENANT/LANDLORD/CONTRACTOR IN 3. PATTERSON DENTAL'S REPRESENTATIVES WILL PROVIDE ASSISTANCE AS NEEDED CONTRACTOR. QUESTIONS WILL ARISE ON THE JOB SITE AND MOST CAN BE REGARDS TO CODE COMPLIANCE OF STRUCTURAL, DA113 LVL 1 BACKING PLAN TO THE CONTRACTOR AND/OR ARCHITECT WITH PROPER ADVANCE NOTICE. ANSWERED BY TELEPHONE. THE CONTRACTOR WILL BE PROVIDED CONTACT ELI. ECTRICAL, MECHANICAL, AND PLUMBING ISSUES. THIS DA310 LVL 1 DENTAL ELEVATIONS 4. A PRE-CONSTRUCTION MEETING BETWEEN PATTERSON DENTAL'S NUMBERS FOR PATTERSON DENTAL REPRESENTATIVES TO FACILITATE TIMELY INCLUDES, BUT IS NOT LIMITED TO, SUPPORT 0 DB110 LVL 1 DENTAL UTILITIES UNDERFLOOR REPRESENTATIVES AND THE CONTRACTOR, ARCHITECT, AND SUB-CONTRACTORS ANSWERS TO THOSE QUESTIONS. IN SOME CASES IT WILL BE NECESSARY FOR STRUCTURE FOR EQUIPMENT AND CLEARANCES IN z TO INCLUDE MECHANICAL, PLUMBING, AND ELECTRICAL IS REQUIRED. DENTAL THE PATTERSON REPRESENTATIVE TO BE PRESENT AT THE JOB SITE TO ANSWER REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR DE110 LVL 1 ELECTRICAL & LOW VOLTAGE STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE SPECIFIC TEMPLATES AND SPECIFIC CONSTRUCTION REQUIREMENTS WILL BE QUESTIONS OR SPOT LOCATIONS FOR DENTAL SPECIFIC ITEMS. IN THESE CASES FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. DP110 LVL 1 PLUMBING PROVIDED DURING THIS MEETING. AN APPOINTMENT WILL BE REQUIRED WITH REASONABLE ADEQUATE PATTERSON DENTAL SHALL NOT BEAR ANY COST TO DX110 DETAILS 5. PATTERSON DENTAL'S REPRESENTATIVES WILL MAKE PERIODIC VISITS TO THE JOB NOTIFICATION. CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE & SITE AT CRITICAL POINTS IN THE CONSTRUCTION PROCESS. THE CONTRACTOR IS 3. IF A JOB SITE APPOINTMENT IS REQUIRED, ALL TRADES SHOULD BE NOTIFIED OF CLEARANCE QUESTIONS. REQUIRED TO INFORM PATTERSON WHEN INSPECTIONS OF PLUMBING, WIRING, THE APPOINTMENT SO THE OPTION OF BEING PRESENT WITH ANY QUESTIONS THESE DRAWINGS AND SPECIFICATIONS ARE THE AND BACKING IN THE WALLS CAN BE PERFORMED PRIOR TO BACKFILLING CONCERNING THEIR PORTION OF THE JOB CAN BE ADMINISTERED AT THAT PROPERTY OF PATTERSON DENTAL SUPPLY AND THE APPOINTMENT. THE PATTERSON DENTAL REPRESENTATIVE SHOULD BE INFORMED USE LIMITED TO A SPECIFIED PROJECT FOR THE TRENCHES, POURING OF THE SLAB, SEALING PARTITIONS AND INSTALLING AS TO THE MAGNITUDE OF THE APPOINTMENT PRIOR TO ARRIVAL ON THE JOB SITE PERSON OR PERSONS NAMED HEREON FOR THE CEILINGS. CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR 6. PATTERSON DENTAL'S REPRESENTATIVES WILL COORDINATE WITH THE IN ORDER TO ALLOW ENOUGH TIME IN THE APPOINTMENT. REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY 4. THE GENERAL CONTRACTOR MUST SIGN THIS SHEET STIPULATING THAT THEY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF CONTRACTOR TO INSTALL THE DENTAL EQUIPMENT AS LAID OUT IN THE PATTERSON DENTAL SUPPLY, INC. INSTALLATION GUIDELINES AT A DATE AGREED UPON BY THE CONTRACTOR AND UNDERSTAND AND WILL COMPLY WITH ALL SPECIFICATIONS BEFORE ANY WORK PATTERSON. A FINAL INSPECTION PRIOR TO THE INSTALLATION OF THE DENTAL WILL COMMENCE. A SIGNED COPY OF THE PLANS ARE TO BE RETURNED TO WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER EQUIPMENT WILL BE PERFORMED TO ENSURE THAT ALL PLUMBING, ELECTRICAL PATTERSON DENTAL AND A SECOND SIGNED COPY KEPT ON THE JOB SITE AT ALL SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE AND MECHANICAL CONSTRUCTION IS COMPLETE. ALL FLOORING, PAINTING AND TIMES. JOB SITE.ENTATIVE SHALL GIVE INSTRUCTIONS TO THE ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT 5. THE PATTERSON DENTAL REPRESENTATIVE CEILING WORK MUST BE COMPLETED PRIOR TO EQUIPMENT INSTALLATION. TO THE ATTENTION OF PATTERSON DENTAL SUPPLY 7. THE CONTRACTOR AND SUB-CONTRACTORS ARE TO PROVIDE FINAL HOOK UP TO GENERAL CONTRACTOR ONLY. ALL COMMUNICATIONS AND COORDINATION WITH PRIOR TO THE COMMENCEMENT OF ANY WORK. ALL DENTAL EQUIPMENT AS SET FORTH THE INSTALLATION GUIDELINES. TRADESMEN SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNLESS PREDETERMINED TO BE OTHERWISE. CURRENT AMERICAN DISABILITIES ACT, (ADA) 6. ALL ELECTRICAL, MECHANICAL AND PLUMBING CONNECTIONS TO DENTAL ACCESSABILITY GUIDELINES. EQUIPMENT WILL BE PERFORMED BY THE APPLICABLE TRADE RESPONSIBLE. THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR BUILDING CONTRACTOR: INSTALLATION PERMITS, IF REQUIRED, WILL BE OBTAINED BY THE TRADES THAT ALL REQUIRED BACKFLOW PREVENTERS. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, 1 . THE BUILDING CONTRACTOR WHO HAS ENTERED INTO A CONSTRUCTION PROVIDE THAT SERVICE. CITY AND LOCAL CODES, PERTAINNG TO THE CONTRACT WITH THE OWNER IS RESPONSIBLE FOR ALL WORK DEFINED BY THAT 7. IF NECESSARY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROCURING A CONSTRUCTION OF THIS PROJECT. CONTRACT. IF THE PROJECT IS LET UNDER SEPARATE CONTRACTS TO MORE THAN MED GAS CERTIFIED PLUMBING SUB-CONTRACTOR FOR ANY LEVEL 3 NITROUS- OXYGEN CONSCIOUS SEDATION SYSTEM DETAILED IN THESE PLANS. ANY NITROUS THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR ONE CONTRACTOR, THE RESPONSIBILITIES LISTED BELOW APPLY TO EACHCONCEPT PURPOSES ONLY. THESE DRAWINGS ARE NOT CONTRACTOR. OXIDE SYSTEM DESIGN SHOWN ON THESE PLANS IS TO BE USED AS AN TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE 2. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE PROJECT IN ILLUSTRATION ONLY FOR THE PURPOSE OF LOCATING END USER OUTLET PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. STATIONS, CYLINDER ROOM MANIFOLD AND ALARM PANEL. THE FINAL TRUNK THESE DRAWINGS ARE NOT TO SCALE; NOR HAVE FIELD THE TRUE INTENT OF THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS SYSTEM INSTALLATION SHALL STRICTLY ADHERE TO ONLY MECHANICALLY CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE TO FURNISH ALL MATERIALS AND LABOR REQUIRED TO COMPLETE THE PROJECT, HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE THAT IS NOT SPECIFICALLY PROVIDED BY PATTERSON DENTAL, WHETHER OR NOT ENGINEERED DRAWINGS, IF SUPPLIED. INFORMATION CONTAINED IN THESE DRAWINGS. EACH AND EVERY ITEM IS SPECIFICALLY MENTIONED. 8. THE PLUMBING SUB-CONTRACTOR SHALL PROVIDE MED GAS CERTIFICATION IN 3. THE CONTRACTOR SHALL ADVISE THE OWNER OF ANY CONFLICT BETWEEN THESE ACCORDANCE WITH ANY REQUESTS BY THE OWNER, CONTRACTOR, BUILDING OWNER: DRAWINGS AND THE FIELD CONDITIONS BEFORE PROCEEDING WITH THE JOB. THE DEPARTMENT OR PATTERSON DENTAL PRIOR TO COMMENCING WORK ON ANY n u f I ^ I� CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR THE ACCURACY OF FIELD TYPE OF CUSTOMER INSTALLED NITROUS OXIDE SYSTEM BEING USED IN THE JOHN I H 'V C H U I V MEASUREMENTS AND CONDITIONS AND SHALL BE RESPONSIBLE FOR THE PROPER CONSTRUCTION PROJECT. MODIFICATIONS TO ANY EXISTING WORK, PREVIOUSLY INSTALLED WORK, AND/OR 9. ALL PLUMBING AND ELECTRICAL LINES TO BE CONCEALED UNLESS OTHERWISE OTHER TRADES. WRITTEN APPROVAL MUST BE OBTAINED FROM THE PATTERSON SPECIFIED. EQUIPMENT SPECIALIST ASSIGNED TO THE PROJECT BEFORE ANY CHANGES 10. ALL LABOR AND MATERIALS NECESSARY FOR CHANGES IN EXISTING PLUMBING, AND/OR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS ARE MADE. THE CARPENTRY, AND ELECTRICAL WORK MUST BE DONE AND SUPPLIED BY THE CONTRACTOR AND IS NOT INCLUDED IN THE COST OF THE DENTAL EQUIPMENT. LOCATION: CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE EXECUTION OF HIS/HER WORK AND FOR ANY CHANGES AND/OR DEVIATIONS FROM THE DRAWINGS 11. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND DO ALL PATCHING AFTER 11565 SW HALL BLVD, STE OR SPECIFICATIONS MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE ROUGHING IN IS COMPLETED.12. ALL ROUGH IN AND FINISH WORK FOR DENTAL EQUIPMENT IS TO BE ACCORDING 140 OWNER AND/OR THE PATTERSON EQUIPMENT SPECIALIST. ANY COSTS RESULTING FROM CHANGES AND/OR DEVIATIONS SHALL BE THE RESPONSIBILITY OF THE TO TEMPLATES FURNISHED BY THE MANUFACTURERS OF THE EQUIPMENT BEING TIGARD, OR CONTRACTOR. INSTALLED. A REPRESENTATIVE OF PATTERSON DENTAL WILL POSITION THE 4. A COMPLETE SET OF DRAWINGS MUST BE KEPT AT THE JOB SITE AT ALL TIMES AND TEMPLATES IN THEIR PROPER LOCATIONS, AT WHICH TIME ALL SPECIFICATIONS ON DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: ANY CHANGES MUST BE NOTED THEREON AND INITIALED AT THE TIME THE CHANGE THE PLANS WILL BE EXPLAINED TO THE CONTRACTOR OR SUB-CONTRACTOR(S). ALL SPECIFIED SIZES OF PIPES, TUBING, AND/OR FITTINGS, ETC., MUST BE RIGIDLY LMK KEVIN JAMISON OR DEVIATION IS PERFORMED. FOLLOWED AS WELL AS PROPER HEIGHTS MARKED. ANY INFRACTIONS ON SIZES PROJECT#: ISSUE DATE: 5. THE GENERAL CONTRACTTOR SHALL DO ALL PATCHING TO CONFORM TO MATERIAL, OR HEIGHTS OF PIPES, TUBING AND/OR FITTINGS WILL HAVE TO BE CORRECTED 19-1400 08/05/19 TEXTURE AND SURFACE ALIGNMENT WITH THE ADJOINING SURFACE AND FINAL TOUCH UP/APPEARANCE OF ALL FINISHED SURFACES. THE CONTRACTOR SHALL BEFORE THE EQUIPMENT CAN BE INSTALLED AND SUCH EXTRA EXPENSE WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR SUB-CONTRACTOR. ENSURE THE PROTECTION OF ALL EQUIPMENT FURNISHED UNDER HIS/HER 13. THE DOCTOR/OWNER SHALL DESIGNATE RESPONSIBILITY FOR PROVIDING AND REVISIONS CONTRACT AND BY OTHERS PRESENT AT THE JOB SITE_ 6. THE CONTRACTOR SHALL REMOVE DEBRIS AND MAINTAIN THE PREMISES BROOM INSTALLING CABINETS AND COUNTERTOPS (OTHER THAN THOSE SPECIFIED REV DRAWN CLEAN AT ALL TIMES. DEBRIS IS TO INCLUDE, BUT NOT LIMITED TO SHIPPING AND/OR CONTRACTED BY PATTERSON DENTAL). # SCOPE BY DATE CARTONS, BOXES, ETC., RESULTING FROM THE INSTALLATION OF DENTAL AND 14. THE DOCTOR SHALL MAKE ARRANGEMENTS FOR INSTALLATION OF NON-DENTAL OTHER EQUIPMENT BY CONTRACTORS CONCURRENTLY ENGAGED. SYSTEMS BEFORE WALLS ARE CLOSED. 7. THE CONTRACTOR SHALL PARTICIPATE AT ALL JOB COORDINATION MEETINGS 15. PATTERSON DENTAL SHALL NOT BE HELD RESPONSIBLE FOR MULTIMEDIA 5 REQ PW 7-17-19 WITH PATTERSON DENTAL AND ENSURE THE ATTENDANCE OF APPLICABLE SYSTEMS SUCH AS ENTERTAINMENT TVS, MONITORS, NETWORK COMPUTER 6 REQ REV EEH 08/05/19 TRADES. SYSTEMS OR ANY ITEMS NOT SHOWN ON THESE PLANS. 8. THE CONTRACTOR IS REQUIRED TO INFORM PATTERSON DENTAL 16. GC MUST CONFIRM ALL MEASUREMENTS OF SPACE CONDITIONS PRIOR TO REPRESENTATIVES OF KEY EVENTS IN THE CONSTRUCTION PROCESS WITH STARTING DEMOLITION REASONABLE ADVANCE NOTICE, TO FACILITATE THE INSPECTION OF SAID EVENTS, 17. GC SHOULD NOTIFY PATTERSON EQUIPMENT SPECIALIST 1 (ONE GC MUST CONFIRM I.E. BACKFILLING TRENCHES, CLOSING WALLS, POURING CONCRETE TO BURY ALL MEASUREMENTS OF SPACE CONDITIONS PRIOR TO STARTING DEMOLITION) PLUMBING AND ELECTRICAL WORK IN FLOORS AND INSTALLING CEILING TILES. WEEK PRIOR TO CLOSING OF ALL WALLS, CEILINGS, FLOORS TO ALLOW FINAL 9. THE CONTRACTOR SHALL AFFORD THE OWNER AND SEPARATE CONTRACTORS INSPECTION OF INSTALLATION. REASONABLE OPPORTUNITY FOR THE INTRODUCTION AND/OR STORAGE OF THEIR 18. GC IS RESPONSIBLE FOR CONFIRMING ALL UTILITIES FOR EXISTING EQ BEING MATERIALS AND EQUIPMENT AND EXECUTION OF THEIR WORK. MOVED FROM EXISTING LOCATION OR EQUIPMENT NOT SUPPLIED BY PATTERSON 19. GC IS RESPONSIBLE FOR CONFIRMING ALL UTILITIES FOR EXISTING EQ BEING MOVED FROM EXISTING LOCATION OR EQUIPMENT NOT SUPPLIED BY PATTERSON 20. RADIATION PROTECTION: THE DOCTOR'S ARCHITECT/GC ARE REQUIRED TO REVIEW ALL LOCAL AND NATIONAL RADIATION AND XRAY SHIELDING REQUIREMENTS AND SUBMIT AN APPLICATION FOR REGISTRATION OF IONIZING Z RADIATION SOURCES. PLANS MUST BE SUBMITTED TO RADIATION CONTROL 0 PROGRAM, IF APPLICABLE, ALONG WITH OTHER INFORMATION THEY WILL PROVIDE Area A LETTER OF ACCEPTABLE X-RAY PROTECTION OR ADVISE OTHERWISE. THISI' APPLICATION AND PLAN SHOULD BE SUBMITTED PRIOR TO WALLS GOING UP. 1559 SFf r _E 0 COPY OF APPROVAL LETTER FROM LOCAL GOVERNING BODY MUST BE PROVIDED M TO PATTERSON EQUIPMENT SPECIALIST AND SERVICE TECHNICIAN. NOTE: IF 3 CC EXISTING X-RAYS TO BE REPLACED WITH NEW AND EXISTING SHIELDING IS TO BE E REUSED ARCHITECT/GC MUST VERIFY NEEDS WITH LOCAL CODE OFFICER. [/�/�J 6C;/` L Z ID c 0 O C O O V ch Ce 0 CJ 9LL SHEET NO. O O V OO B A 0 0 1 0. c., z Z 0 ii I it - PA1 ' 1 'ERSON0 EQUIPMENT SCHEDULE TR 5 oc EQUIPMENT INFO DENTAL m co 1031 MENDOTA HEIGHTS ROAC Cl) 0 Lu Q 1 MENDOTA HEIGHTS, MN Z W J STATU a_ � EQUIPMENT — 19 QTY ITEM# DESCRIPTION S MANUFACTUER MODEL D z REMARKS 1 11 1 DENTAL CHAIR FT ENGLE P096540 PD PD ® GI Mr 11 12 DENTAL WALL LIGHT FT A-DEC A-DEC Light Wall Mount PD PD 30 NOTE: CC MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER 11 19 REAR CABINET FT A-DEC 591 PD PD FIT& FUNCTION OF THE EQUIPMENT SUPPLIED BY O 1 30 INTRA ORAL X-RAY FT SIRONA HELIODENT PLUS PD PD 1I 21 — PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OF U. LAB - - �i _ i 1 THE OWNER/TENANT/LANDLORD/CONTRACTOR IN REGARDS TO CODE COMPLIANCE OF STRUCTURAL, 1 31 LAB CABINETS NW GC GC _ ELECTRICAL, MECHANICAL, AND PLUMBING ISSUES. THIS I1 40 PLASTER TRAP FT VFY VFY PD PD 1 41 MODEL TRIMMER FT HANDLER MFG CO 31-SV PD PD 1 1� I 1 I TR 4 INCLUDES, BUT IS NOT LIMITED TO, SUPPORT 0 STRUCTURE FOR EQUIPMENT AND CLEARANCES IN 1 42 LATHE FT VFY VFY PD PD " �' REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR MECHi , STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE 1 60 COMPRESSOR NW AIR TECHNIQUES AS30 PD PD 30 301 __ FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. 1 61 WET VACUUM SYSTEM NW AIR TECHNIQUES VS50 PD PD I PATTERSON DENTAL SHALL NOT BEAR ANY COST TO — --- -- - - CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON 1 63 AMALGAM SEPARATOR MW SOLMETEX HG5 PD PC 12 12 12 F30 J o FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE & PAN 19 CLEARANCE QUESTIONS. 11 36 (DIGITAL PAN INW (INSTRUMENTARIUM I0P30 PD 1 PD LI___I — THESE DRAWINGS AND SPECIFICATIONS ARE THE STERILIZATION PROPERTY OF PATTERSON DENTAL SUPPLY AND THE 1 22 STERILIZATION CABINET NW A-DEC 594 PD PD 20 12 — USE LIMITED TO A SPECIFIED PROJECT FOR THE 1 22A STERILIZATION CABINET NW A-DEC 594 PD PD PERSON OR PERSONS NAMED HEREON FOR THE 1 I51 STERILIZER FT MIDMARK M11 020 PD PD TR 1 TR 2 CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR �; TR 3 REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY 1 52 ULTRASONIC CLEANER FT MIDMARK M150-001 PD PD I PROHIBITED WITHOUT THE WRITTEN PERMISSION OF 1 54 STATIM NW SCICAN STATIM G4 PD PD 19 19 21A 19 II I PATTERSON DENTAL SUPPLY, INC. TREATMENT 5 1 DENTAL CHAIR NW ENGLE P096540 PD PD ��-- ErWr WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER 4 12 DENTAL WALL LIGHT NW A-DEC A-DEC Light Wall Mount PD PD SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE 5 19 REAR CABINET I NW A-DEC 591 PD PD 01I JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT 1 20 SIDE CABINET NW GC GC (\ I_ j - TO THE ATTENTION OF PATTERSON DENTAL SUPPLY 1 21 CENTRAL CABINET NW A-DEC INSPIRE 592 PD PD JIII j PRIOR TO THE COMMENCEMENT OF ANY WORK. 1 21A T WALL SINK CABINET NW GC GC ----- ) p 19 y / 4 30 INTRA ORAL X-RAY FT SIRONA HELIODENT PLUS PD PD IO THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 22A W!D i STERILIZATION I / CURRENT AMERICAN DISABILITIES ACT, (ADA) 51 I -� / • ACCESSABILITY GUIDELINES. MECH ROOM I - -- - THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR PAN f' 77///_//// /////' ALL REQUIRED BACKFLOW PREVENTERS. 12 I_ ,� THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LAB 40 i i CITY AND LOCAL CODES, PERTAINNG TO THE 36 30 H-- I it CONSTRUCTION OF THIS PROJECT. / A THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR I I. 42 CONCEPT PURPOSES ONLY. THESE DRAWINGS ARE NOT 61 I 60 • I TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. 63 I L THESE DRAWINGS ARE NOT TO SCALE; NOR HAVE FIELD F 1 CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE IINFORMATION CONTAINED IN THESE DRAWINGS. / OWNER: 411/' JOHN CHUNG 1 I .1 � 1 F c 1 1 1 1 LOCATION: 11565 SW HALL BLVD, STE 140 TIGARD, OR J DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: LMK KEVIN JAMISON LVL 1 FLOOR PLAN - OPTION 1 PROJECT#: ISSUE DATE: CJ 1/4„ _ 1,-O„ 19-1400 08!05119 REVISIONS REV DRAWN # SCOPE BY DATE 1 Revision 1 AR 05/01/2019 2 Revision 2 AR 05/10/2019 3 DOORS TK 05/17/19 4 Revision 4 AS 05/21/19 5 REQ PW 7-17-19 6 REQ REV EEH 08/05/19 Z 0 I' 0 M PLAN SYMBOLSCt DENTAL I FURNITURE & FOE IIPME NT b DENTAL FURNITURE & EQUIPMENTZ U EXISTING RELOCATED 0 0 DENTAL FURNITURE & EQUIPMENT FUTURE m EQUIPMENT NUMBER c f2 TAG (NUMBERS ARE Cr LI RANDOM) 0 L Um CD SHEET NO. •d- Cb Cb Dr1 D 0 0 2 Z 0 _ . - . . PAII 'ERSON 0 1 -- 1 1 1 1 1 1 DENTAL CC I- -- _ , 1031 MENDOTA HEIGHTS ROAL CO MENDOTA HEIGHTS, MN Z 0 , I 0 EQUIPMENT BACKING SCHEDULE NOTE: CC MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER NOTE:ALL DBL PLYWOOD BACKING IS TO BE GLUED AND SCREWED FIT& FUNCTION OF THE EQUIPMENT SUPPLIED BY 0 PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OF u. WALL CEILING THE OWNER/TENANT/LANDLORD/CONTRACTOR IN LU 1 - REGARDS TO CODE COMPLIANCE OF STRUCTURAL, LU m m CO o z z \ F H I i h I I I • ELECTRICAL, MECHANICAL, AND PLUMBING ISSUES. THIS • SUPPORT ¢ ¢ `� u� .71 I STRUCTURE FOR EQUIPMENT AND INCLUDES, BUT IS NOT LIMITED CLEARANCES IN Lu u1 cc cc 1- I- 0 0 REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR Z DD I- U) z z I- i- ro STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE U v n m m N N v N FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. Lii > D o ¢ ¢ J PATTERSON DENTAL SHALL NOT BEAR ANY COST TO cc cc _ w U U J co in if] in in < D CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON O O O- C� m - `l Et \ 1 _ I FOR ASSISTANCE 1N EQUIPMENT SUPPORT STRUCTURE & m cc CE S. O O O 0 0 O O �\ 2 DA310 5 � El �\ 0 I THESE DRAWINGS AND SPECIFICATIONS CLEARANCE OARE THE LI-1 O O - O O , • m O K-30 J O O r — r* 0—BK-30 r\— --�BK-30 r1 MBK 12 PROPERTY OF PATTERSON DENTAL SUPPLY AND THE Z LL LL _ J J- ~ 1- J J USE LIMITED TO A SPECIFIED PROJECT FOR THE - Z 00 m PERSON OR PERSONS NAMED HEREON FOR THE O x x x x x N- N- N- K"---- CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR iv -61N N c, "? w REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY ITEM EQUIPMENT 0 J J J J J J J J I 4 -- et vv ¢ c� m m m c� c� c� co m H- PROHIBITED WITHOUT THE WRITTEN PERMISSION OF QTY # DESCRIPTION co Cl) o o p m co cn o o 0 BACKING REMARKS 5 12 DENTAL WALL LIGHT • 0 BK-12h0 PATTERSON DENTAL SUPPLY, INC. 4 30 INTRA ORAL X-RAY • \ •`. . L 0 J WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER 1 36 DIGITAL PAN BK-36 • I SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE / 4' 4" K � 5'-4" I fr ,1 JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT __ TO THE ATTENTION OF PATTERSON DENTAL SUPPLY /n\ OFPRIOR TO THE COMMENCEMENT OF ANY WORK. ]�/ 171 I I j THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DA310 _ / 4101 CURRENT AMERICAN DISABILITIES ACT, (ADA) v - . " / ACCESSABILITY GUIDELINES. 4 THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR m / • ALL REQUIRED BACKFLOW PREVENTERS. DA310 . 1 f `v 4 / THE CONTRACTOR SHALL COMPLY WITH ALL STATE, `� / CITY AND LOCAL CODES, PERTAINNG TO THE K-30 i // ////i///// .--\ kr` MBK t2 CONSTRUCTION OF THIS PROJECT. 3 0 1 DA310 'v al r�� 0THE INFORMATION CONTAINED IN THESE DRAWINGS ISN FOR ® CONCEPT PURPOSES ONLY. THESE DRAWINGS ARE OT K 3 TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE v� PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. KN------____ 4 I ::-. \--:21 THESEDRAWINGS ARENOTTOSCALE; NORHAVEFIELDoCONDITIONSBEENVERA IED. PATTERSONWILLNOTBEinHELD RESPONSIBLE FOR THE USE OR MISUSE OF THE INFORMATION CONTAINED IN THESE DRAWINGS. I I OWNER: / 1111/ JOHN CHUNG 1 � 1 � - CI I k � I K\'''''.------ I LOCATION: 11565 SW HALL BLVD, STE 140 TIGARD, OR DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: LMK KEVIN JAMISON PROJECT#: ISSUE DATE: O LVL BACKING PLAN 19-1400 08/05/19 1/4" = I-0" REVISIONS REV ' DRAWN # SCOPE BY DATE 5 REQ PW 7-17-19 6 REQ REV EEH 08/05/19 Z 0 0 m cc 1 CI) C L C ta 0 00 13, C oC 0 oLI- SHEET NO. 0 0 v o) cc, aA 0 0 Z 0 PAI ' 1ERSON (...) DENTAL cc I- 1031 MENDOTA HEIGHTS ROAC Cl) 1' 4" y _ 5' 7" / 114" 4'-0" 1i4° MENDOTA HEIGHTS, MN Z 0 \\\X C.) VIN ''' NOTE: MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER FIT& FUNCTION OF THE EQUIPMENT SUPPLIED BY 0 ra -.1,0 PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OU. F ! \ THE OWNER/TENANT/LANDLORD/CONTRACTOR IN _��� REGARDS TO CODE COMPLIANCE OF STRUCTURAL, , 1 I\1 ELECTRICAL, MECHANICAL, AND PLUMBING ISSUES. THIS �I INCLUDES, BUT IS NOT LIMITED TO, SUPPORT 0 I.) All 64 136 STRUCTURE FOR EQUIPMENT AND CLEARANCES IN _ '1`\ REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR Z � E ` .% STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE \ 30 co "t'�� , FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. 60 63L) PATTERSON DENTAL SHALL NOT BEAR ANY COST TO CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON Q D D BK-3. FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE & CLEARANCE QUESTIONS. + \ THESE DRAWINGS AND SPECIFICATIONS ARE THE +24' is, 11- PROPERTY OF PATTERSON DENTAL SUPPLY AND THE Ei d+18" USE LIMITED TO A SPECIFIED PROJECT FOR THE _ _ PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR `- , ■� 61 - REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY J - 0 PROHIBITED WITHOUT THE WRITTEN PERMISSION OF q �i• LVL 1 \ LVL 1 PATTERSON DENTAL SUPPLY, INC. WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER ELEVATION MECHANICAL WALL ) ELEVATION ASSISTANT WALL (TYP) _ r ) ELEVATION PANORAMIC WALL SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE C 1/2" = 1'-0" \1 1/2" = 1'-O JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT �2J 1/2" = 1'-0., TO THE ATTENTION OF PATTERSON DENTAL SUPPLY PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CURRENT AMERICAN DISABILITIES ACT, (ADA) ACCESSABILITY GUIDELINES. THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR ALL REQUIRED BACKFLOW PREVENTERS. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, CITY AND LOCAL CODES, PERTAINNG TO THE CONSTRUCTION OF THIS PROJECT. THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR CONCEPT PURPOSES ONLY. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE ' I� PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE NOT TO SCALE; NOR HAVE FIELD CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE I HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE INFORMATION CONTAINED IN THESE DRAWINGS. 5'-23/4" 1'-4" 4'-9114" / ® OWNER: b JOHN CHUNG _ I II II II I I b I II I , II II I I --- L - - I - - JL - - - JL _ _if _ J ire 12 I\ I] LOCATION: ;� 1 _ S1 ' LI 11565 SW HALL BLVD STE y ♦ a e - I � 140 � I -_I I 1 TI ARD - OR TIGARD 9 I - 1 0 - I I I I I II I DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: �, - - II II II ° � I I1— II � l 1 `\\ LMK KEVIN JAIVEISON I I I I I I ® �� I I I I I PROJECT#: ISSUE DATE: \ II_ _II_ - - - __IL J L - - J L- - - _IL - J 19-1400 08/45/19 • �� LVL 1 REVISIONS ELEVATION DOCTOR WALL (TYP) ELEVATION STERILIZATION WALL 5 1/2" = 10 l'-O" - 1/2" = 1'-0" REV DRAWN # SCOPE BY DATE 5 REQ PW 7-17-19 6 REQ REV EEH 08/05/19 z 0 F- 0 M CC F— CO c Z C o 0 0 0 0 th C 0 0 c o Li- o SHEET NO. 0 F- D o 01 0 o 0 co th z Z 0 PLUMBING LEGEND ELECTRICAL LEGEND ALL DEVICES SHALL BE INSTALLED PER STATE AND LOCAL CODES. C) ALL LOCATIONS SHOULD BE VERIFIED WITH PATTERSON REP OR P I 1 QRS IIJ'J ALL DEVICES SHALL BE INSTALLED PER STATE AND LOCAL CODE. OWNER PRIOR TO PLACEMENTI I 1 i -I i 1 d J t I I i i i i I I M ALL LOCATIONS SHOULD BE VERIFIED WITH PATTERSON REP OR IN 1'- 10 114" 8' 11" 4" DENTAL Ix OWNER PRIOR TO PLACEMENT INDICATES HEIGHT+/- FINISHED FLOOR, IF TAG IS / / hi I INDICATES HEIGHT+1 FINISHED FLOOR, IF TAG IS +42" NOT PRESENT, HEIGHT TO CENTER OF DEVICE - +42" NOT PRESENT, HEIGHT TO CENTER OF DEVICE UNLESS OTHERWISE NOTED rl- - UNLESS OTHERWISE NOTED 1/2"OD.TO 3/8"OD.SHUT OFF AIR CONNECTION I _ - -- - * 1031 MENDOTA HEIGHTS BOAC CO DISCONNECT SWITCH FOR X-RAY. Tv WALL,PRESHEIGHT 3"A.F.F.TO CENTER IF TAG NOT Z 0 - MENDOTA HEIGHTS, MN 0 1/2"OD.TO 3/8"OD.SHUT OFF AIR CONNECTION I-I O CONDUIT FLOOR STUB OUT, IF TAG NOT Q FLOOR HEIGHT 3"A.F.F. TO CENTER UNLESS 3- PRESENT HEIGHT IS 1"A.F.F. OTHERWISE NOTED 7 DATA DEVICE FLOOR, IF TAG IS NOT PRESENT Oa NOTE: CC MI FLOOR DRAIN FLUSH WITH FLOOR 2 MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER 0 HEIGHT IS 1"A.F.F. 4'-4" 8'-10" 9'- 11 3/4" 4'-5 314" "' DB110 cv FIT& FUNCTION OF THE EQUIPMENT SUPPLIED BY DATA DEVICE WALL, IF TAG NOT PRESENT 0 DIRECT DRAIN FLOOR /� ie � r PATTERSON DENTAL SHAtL BE THE RESPONSIBILITY OF Llim HEIGHT IS 18"A.F.F. THE OWNER/TENANT/LANDLORD/CONTRACTOR IN J BOX WALL LOW VOLTAGE, IF TAG NOT I I I 1 ; I REGARDS TO CODE COMPLIANCE OF STRUCTURAL, i0 HUB DRAIN FLOOR I I� i I I I < ELECTRICAL, MECHANICAL,AND PLUMBING ISSUES. THIS PRESENT WEIGHT IS 18"A.F.F ' ' kr _� (.. "."—j-j_ INCLUDES, BUT IS NOT LIMITED TO, SUPPORT 0 TV/MONITOR DEVICE WALL, IF TAG NOT • DIRECT DRAIN WALL a 6' STRUCTURE FOR EQUIPMENT AND CLEARANCES IN CD PRESENT HEIGHT fS 72"A.F.F. 3 REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR REMOTE X-RAY SWITCH IN CABINET, IF TAG NOT DB110 Y a Y _ . ° m STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE Ilv PRESENT HEIGHT IS 60"A.F.F. VACUUM PIPE CONNECTION FLOOR c �, N FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. 1 ='', 1 \ T PATTERSON DENTAL SHALL NOT BEAR ANY COST TO T REMOTE X-RAY SWITCH WALL, IF TAG NOT I I r CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON I•I PRESENT HEIGHT IS 60"A.F.F. VACUUM PIPE CONNECTION WALL i _ - H I I I FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE& REMOTE PAN SWITCH IN WALL, IF TAG NOT _ 1 I + CLEARANCE QUESTIONS. PRESENT HEIGHT IS 60"A.F.F. FRESH AIR IN MANIFOLD WALL > 5 _ j `cam+, T 54- I.1 o THESE DRAWINGS AND SPECIFICATIONS ARE THE \ T -- PROPERTY OF PATTERSON DENTAL SUPPLY AND THE O J-BOX CLG, IF TAG NOT PRESENT HEIGHT IS 6" SHUT OFF VALVE COLD WATER WALL I ap USE LIMITED TO A SPECIFIED PROJECT FOR THE ABOVE FINISHED CEILING no PERSON OR PERSONS NAMED HEREON FOR TWE =, J-BOX FLOOR, IF TAG NOT PRESENT HEIGHT IS r= i II o CONSTRUCTION OF ONE BUILDING ONLY. ANY USE OR-� 1"A.F.F. " SHUT OFF VALVE COLD WATER FLOOR _ I _ I REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY z J-BOX WALL, IF TAG NOT PRESENT HEIGHT IS j I I m PROHIBITED WITHOUT THE WRITTEN PERMISSION OF C� SHUT OFF VALVE HOT WATER WALL PATTERSON DENTAL SUPPLY, INC. 18"A.F.F. 4 + C� -+ �� O EP -i / Iii rim 120v DUPLEX OUTLET FLOOR, IF TAG NOT PRESENT DB110 i L I WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER HEIGHT IS 1"A.F.F.TO BOTTOM OF DEVICE SHUT OFF VALVE HOT WATER FLOOR 1" - " 1" [ 1" - SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE 1/2e - - - - - - 112"e - - 120v DUPLEX OUTLET WALL, IF TAG NOT PRESENT WATER SHUT OFF '` ` 1 112"o 1 1/2"o TE. r�� ANY DISCREPANCIES OR CHANGESJOB ISHALL BE BROUGHT HEIGHT IS 18"A.F.F. TO CENTER OF DEVICE i TO THE ATTENTION OF PATTERSON DENTAL SUPPLY 120v DUPLEX DEDICATED OUTLET WALL, IF TAG NOT 1" 01 it PRIOR TO THE COMMENCEMENT OF ANY WORK. PRESENT HEIGHT IS 18"A.F.F. TO CENTER OF DEVICE �-�� WATER SHUT OFF W/FILTER /` - - L I -1 1r- - 2 - O . THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL \--/ 220v SINGLE OUTLET WALL, IF TAG NOT PRESENT BACKFLOW PREVENTER � ° ° 010 (ADA) HEIGHT IS 18"A.F.F. TO CENTER OF DEVICE CURRENT AMERICAN DISABILITIES ACT, ADA .r. 120v QUAD OUTLET FLOOR, MOUNTED ON 101 1/2"OD. NITROGEN OUTLET WALL, HEIGHT 18"A.F.F. 1 j ACCESSABILITYL GUIDELINES.RESP THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR FLOORNi - 1 N T / N. ! ALL REQUIRED BACKFLOW PREVENTERS. !I' o TO CENTER IF NOT OTHERWISE NOTED I m OA310 / THE CONTRACTOR SHALL COMPLY WITH ALL STATE, p; 120v QUAD OUTLET WALL, IF TAG NOT PRESENT VACUUM LINE I N i T I CITY AND LOCAL CODES, PERTAINNG TO THE HEIGHT IS 18"A.F.F. TO CENTER OF DEVICE I m_ N //////////////// CONSTRUCTION OF THIS PROJECT. I MASTER SWITCH WALL, IF TAG NOT PRESENT `� 3 '- �� 1DI, TI DRIVEGAS (AIR) HEIGHT IS 60"A.F.F. TO CENTER r b 411140/ 11172 THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR WA HIGH CFM EXHAUST FAN TIED TO T-STAT. FILTERED CW - , / ° CONCEPT PURPOSES ONLY. THESE DRAWINGS ARE NOT Eo TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE -a---- PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. DUAL REMOTE X-RAY SWITCH/JBOX IN ---- NITROGEN J I THESE DRAWINGS ARE NOT TO SCALE; NOR HAVE FIELD 0 - 0 CABINET, 30" MIN SEPARATION, IF TAG CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE NOT PRESENT HEIGHT IS 60"A.F.F. _ � _ •`. HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE `\ Eo INFORMATION CONTAINED IN THESE DRAWINGS. DUAL REMOTE X-RAY SWITCH/JBOX WALL, 30"MIN SEPARATION, IF TAG NOT - r T OWNER: PRESENT HEIGHT IS 60"A.F.F. I 5'-11/2" 4'-53/4" JOHN CHUNG 18/3 WIRE, CABLE RUN IN WALLS / i' / OR ABOVE FINISHED CEILING / 18/4 WIRE, WIRES RUN IN WALLS ,,,,------------------'N\ KOR ABOVE FINISHED CEILING I I I - - I I I I I- I \ LOCATION: RUNCATSe OR BETTER IN WALLS OR ABOVE CABLE _ 11565 SW HALL BLVD, STE FINISHED CEILING 140 MANUFACTURER CABLE, CABLE TIGARD, OR ABOVE IN WALLS OR ABOVE FINISHED CEILING - ELECTRICAL CONDUIT UNDER DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: FLOOR, SIZE AS INDICATED ON LMK KEVIN JAMISON PLAN LVL 1 UNDER FLOOR UTILITY PLAN - - PR ECT ELECTRICAL CONDUIT ABOVE 1/4" = 1'l'-O" O.1 400#: ISSUE DATE: 9 CEILING, SIZE AS INDICATED ON PLAN REVISIONS REV DRAWN # SCOPE BY DATE 2'-9" 5 REQ PW 7-17-19 d' 6 REQ REV EEH 08/05/19 \ 10" AIM O \ It I o • A �- \ \ s�� 0 0 !` C®) \ _- \ 3'-21/2" (J il,, Z 0 ENLARGED CENTRAL CABINET UTILITY ITEM #21 (iENLARGED CHAIR UTILITY ITEM #1 ® ENLARGED REAR TREATMENT UTILITY ITEM #19 0 M CC COII C C 0 0 o0 0 15) CC D L 0 C Um o SHEET NO. 0 a ch d [D, 11--E43Q o m Z Z ELECTRICAL LEGEND i 1 i i I 1 1 l i i I I I 1 ALL DEVICES SHALL BE INSTALLED PER STATE AND LOCAL CODE. ALL LOCATIONS SHOULD BE VERIFIED WITH PATTERSON REP OR ' OWNER PRIOR TO PLACEMENT J }\ I1 ERS oN INDICATES HEIGHT+1- FINISHED FLOOR, IF TAG IS 1 M _ _ +42" NOT PRESENT, HEIGHT TO CENTER OF DEVICE 44= ' . DENTAL oC UNLESS OTHERWISE NOTED I- 6 6 DISCONNECT SWITCH FOR X-RAY. + ' — — — ♦ 19 \\ 1 1031 MENDOTA HEIGHTS BOAC Cn OCONDUIT FLOOR STUB OUT, IF TAG NOT /, '\ M E N DOTA HEIGHTS, MN Z PRESENT HEIGHT IS 1" A.F.F. \ Q k DATA DEVICE FLOOR, IF TAG IS NOT PRESENT /7 '\ HEIGHT IS 1" A.F.F. 30 • A DATA DEVICE WALL, IF TAG NOT PRESENT , 21 y _ NOTE: CC HEIGHT IS 18"A.F.F. H - + II I I -� - ---. ___\ ,- _ MODIFICATIONS & FUNCTION OFIS SPACE TO THE EQUIPMENT SUPPLIED BY W THE ER 0 iJ-BOX WALL,LOW VOLTAGE, IF TAG NOT PRESENT HEIGHT IS 18"A.F.F _ - — — _ PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OF LL THE OWNER/TENANT/LANDLORD/CONTRACTOR IN PRESENTHEIGHTIR S WALL, AA F IF TAG NOT +1 [ 1 I 1 1 1 \� // ELECTRICAL,ARDSTO CODE MECHANICAOL,IAND PLUMBINGPLIANCE OF ISSUES. REMOTE X-RAY SWITCH IN CABINET, IF TAG NOT I , i INCLUDES, BUT IS NOT LIMITED TO, SUPPORT 0 12 L12_[--- 12 1 STRUCTURE FOR EQUIPMENT AND CLEARANCES IN U PRESENT HEIGHT IS 60"A.F.F. 30 30 1 L REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR . REMOTE X-RAY SWITCH WALL, IF TAG NOT +46" 30 11 +46" +46' I +46" +46" Il +46' — _ _ ' I I STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE PRESENT HEIGHT IS 60"A.F.F. * — — — - FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. REMOTE PAN SWITCH IN WALL, IF TAG NOT +54" +54" +54" H 19 o PATTERSON DENTAL SHALL NOT BEAR ANY COST TO PRESENT HEIGHT IS 60"A.F.F. I +54' II +54' Il *P CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON 1 s , • FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE & J-BOX CLG, IF TAG NOT PRESENT HEIGHT IS 6" II I I I I I IY CLEARANCE QUESTIONS. ABOVE FINISHED CEILING \ \\ // /i THESE DRAWINGS AND SPECIFICATIONS ARE THE - J-BOX FLOOR, IF TAG NOT PRESENT HEIGHT IS 1 s I ,� 12 PROPERTY OF PATTERSON DENTAL SUPPLY AND THE 1"A.F.F. \ // USE LIMITED TO A SPECIFIED PROJECT FOR THE J-BOX WALL, IF TAG NOT PRESENT HEIGHT IS j� O \\ /J +54"+46" PERSON OR PERSONS NAMED HEREON FOR THE �✓ ANYUSE OR \ *--- . * \ + �P CONSTRUCTION OF ONE BUILDING ONLY. _ _- a \ I _ REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY 18"A.F.F. \ (�\ rim 120v DUPLEX OUTLET FLOOR, IF TAG NOT PRESENT 1Ig /� / 19 O 19 \ r PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HEIGHT IS 1"A.F.F. TO BOTTOM OF DEVICE 120v DUPLEX OUTLET WALL, IF TAG NOT PRESENT _ + / PATTERSON DENTAL SUPPLY, INC. \ HEIGHT IS 18" A.F.F. TO CENTER OF DEVICE i/ , 1 WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER CI 1 \cj/ 41 I SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE 120v DUPLEX DEDICATED OUTLET WALL, IF TAG NOT (\ I I I I JOB SITE. PRESENT HEIGHT IS 18"A.F.F. TO CENTER OF DEVICE �] ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT Ak 220v SINGLE OUTLET WALL, IF TAG NOT PRESENT ! 19 N \ \ j TO THE ATTENTION OF PATTERSON DENTAL SUPPLY HEIGHT IS 18"A.F.F.TO CENTER OF DEVICE �/ // I \ 22A j PRIOR TO THE COMMENCEMENT OF ANY WORK. ��� 120v QUAD OUTLET FLOOR, MOUNTED ON THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ■' FLOOR // // \\ 1+ L 41 1 / CURRENT AMERICAN DISABILITIES ACT, (ADA) • Oc z/ +46r 52 ® I 51 I +48 !/////////////// ACCESSABILITY GUIDELINES. �; 120v QUAD OUTLET WALL, IF TAG NOT PRESENT P1� 60 / +4�" I THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR HEIGHT IS 18" A.F.F. TO CENTER OF DEVICE 61 I t16' +6" _ +64e H o w ALL REQUIRED BACKFLOW PREVENTERS. MASTER SWITCH WALL, IF TAG NOT PRESENT . 36 +48" +15° +24" o FYI THE CONTRACTOR SHALL COMPLY WITH ALL STATE, HEIGHT IS 60"A.F.F. TO CENTER +36"+36" +3fi" +3S"+36" +21 +11" _ 12I +54" �,4 +4fi" 111.11.111/ CITY AND LOCAL CODES, PERTAINNG TO THE VA HIGH CFM EXHAUST FAN TIED TO T-STAT. `E Q 41 30 1 ,♦, CONSTRUCTION OF THIS PROJECT. I I lI THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR DUAL REMOTE X-RAY SWITCH/JBOX IN 1 ‘ — CONCEPT PURPOSES OfVLY. THESE DRAWINGS AREI NOT �� CABINET, 30" MIN SEPARATION, IF TAG — 1 U l 42TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE NOT PRESENT HEIGHT IS 60"A.F.F. _ — - `/ PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. \ THESE DRAWINGS ARE NOT TO SCALE; NOR HAVE FIELD � DUAL REMOTE X-RAY SWITCH /JBOX ti I CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE ISI T- 161 WALL, 30" MIN SEPARATION, IF TAG NOT _ HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE PRESENT HEIGHT IS 60"A.F.F. INFORMATION CONTAINED N THESE DRAWINGS. 18/3 WIRE, CABLE RUN IN WALLS OWNER: OR ABOVE FINISHED CEILING / • / JOHN CHUNG 18/4 WIRE, WIRES RUN IN WALLS - I I I I -_ it II I OR ABOVE FINISHED CEILING RUN I OR BETTER CABLE, CABLE RUN N WALLS OR ABOVE FINISHED CEILING LOCATION: MANUFACTURER CABLE, CABLE 11565 SW HALL BLVD, STE RUN IN WALLS OR ABOVE FINISHED CEILING i I 4O ELECTRICAL CONDUIT UNDER TIGARD, OR FLOOR, SIZE AS INDICATED ON (.1- 1 LVL 1 POWER & LOW VOLTAGE PLAN PLAN �'J 1/4" = 11-0" DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: ELECTRICAL CONDUIT ABOVE LMK KEVIN JAMISON CEILING, SIZE AS INDICATED ON PLAN PROJECT#: ISSUE DATE: , 19-1400 08/05/19 EQUIPMENT POWER & LOW VOLTAGE SCHEDULE REVISIONS I GENERAL NOTES _ REV DRAWN ALL DEVICES ARE TO BE INSTALLED PER STATE AND LOCAL CODES. # SCOPE BY DATE EQUIPMENT INFOELECTRICAL INFO LOW VOLTAGE INFO -- POWER CONNECTION TYPE i- 5 REQ PW 7-17-19 >- F Lj CO n z o w w 6 REQ REV j EEH 08/05/19 o w `11 0 z 0 z P w w a_ F- O U O W C.:12 O F- D w 0 U U } U CO W U WLi] J Z O O co cc 1- ¢ z i_ 1_ ac cc > O < O O Q U U O W X Ln STATU 0 C3 w Q w o 0 U QTY ITEM# DESCRIPTION S w VOLTS AMPS m o Q p a - ELECTRICAL REMARKS ? iv r, - LV REMARKS Lud. w `�' p Q 0 T ao ao m g 6 1 DENTAL CHAIR EC 120v 7.0 • - - EC • 5 12 DENTAL WALL LIGHT EC 120v 3 • • EC • • • - 6 19 REAR CABINET EC 120v 20.0 • EC TO LEAVE MIN 3' FLEXIBLE CONDUIT EC • • • 1 21 CENTRAL CABINET NW EC 120v 20.0 • EC TO LEAVE MIN 3' FLEXIBLE CONDUIT EC • RUN LOW VOLTAGE WIRES AND OR CABLES TO LOCATIONS INDICATED ON PLANS 1 22 STERILIZATION CABINET NW _ EC 120v 20.0 • EC TO LEAVE MIN 3' FLEXIBLE CONDUIT - EC • • RUN LOW VOTLTAGE WIRES AND OR CABLES TO LOCATIONS INDICATED ON PLANS 1 22A STERILIZATION CABINET NW EC 120v 20.0 • EC TO LEAVE MIN 3' FLEXIBLE CONDUIT - EC • • RUN LOW VOTLTAGE WIRES AND OR CABLES TO LOCATIONS INDICATED ON PLANS 5 30 INTRA ORAL X-RAY FT EC 120v 20.0 • • • EC • • • 1 31 LAB CABINETS NW EC VFY VFY GC PROVIDED CABINET, ALL UTILIITY LOCATIONS FOR DENTAL EQUIPMENT TO BE COORDIRNATED BY GC. VERIFY LOCATIONS WITH CABINET MFG, OWNER, EC GC PROVIDED CABINET,ALL UTILIITY LOCATIONS FOR DENTAL EQUIPMENT TO BE COORDIRNATED BY GC. VERIFY LOCATIONS WITH CABINET MFG, OWNER, AND PATTERSON EQUIPMENT SPECIALIST. AND PATTERSON EQUIPMENT SPECIALIST. 1 36 DIGITAL PAN NW EC 120 20.0 • • EC • • • • Z 1 41 MODEL TRIMMER FT EC 120 10.0 • 1 42 LATHE FT EC 120 5.0 • _ 1 51 STERILIZER FT EC 120v 12.0 • • DEDICATED POWER EC 1 52 ULTRASONIC CLEANER FT EC 120v 2.0 • EC 1 54 STATIM NW EC 120v 11.0 • • EC • 1 60 COMPRESSOR NW EC 220V 20.0 • . BREAKER RATING 40.0 AMPS/IF SERVICE IS ABOVE OR BELOW VOLTAGE INDICATED, INSTALL A BUCK/BOOST TRANSFORMER AS REQUIRED. EC • • • M 1 61 WET VACUUM SYSTEM NW EC (2)220v 30.0 • • • DEDICATED POWER, DISCONNECT REQUIRED IF UNIT IS NOT LOCATED IN SAME ROOM AS ELECTRICAL PANEL/IF VOLTAGE FALLS ABOVE OR BELOW THE EC • • • CC MINIMUM OR MAXIMUM A BUCK/BOOST TRANSFORMER MUST BE INSTALLED. N 0) C 7 t C 0 0 0 th re C U 0LL SHEET NO. 0 m ra —ID) 1 0 o Pli ' Z O 0 1 -T- 1 1 1 �!- :�- - I i 1 1 i f ERsoN P.L\ 11LPSIiI1I'J DENTAL cc (— EQUIPMENT EXHAUST SCHEDULE 1031 MENDOTA HEIGHTS ROAC Cl) GENERAL NOTES:: MENDOTA HEIGHTS, MN Z ALL ITEMS 1DENTIFED AS"FT"WILL BE INSTALLED AT A FUTURE DATE. ALL UTILITIES NEED TO 19 BE CAP AND CONCEALED FOR FUTURE USE.. 1 0 ALL ITEMS WILL BE INSTALLED PER STATE AND LOCAL CODES.. Ce EQUIPMENT INFO NOTE: MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER 0 ITEM STATU FIT& FUNCTION OF THE EQUIPMENT SUPPLIED BY QTY # DESCRIPTION S VENT EXHAUST REMARKS • PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OF u..1 60 COMPRESSOR NW f { I 21 — 1 .- THE OWNER/TENANT/LANDLORD/CONTRACTOR IN 1 61 WET VACUUM NW 2" PVC SCHEDULE 40 FRESH AIR VENT REQUIRED TO - REGARDS TO CODE COMPLIANCE OF STRUCTURAL, SYSTEM OUTSIDE. /ROOM TEMP MUST NOT BE BELOW 40°OR — ELECTRICAL, MECHANICAL,AND PLUMBING ISSUES. THIS O ABOVE 104°/ SEE DETAIL AN INDICATED ON PLAN INCLUDES, BUT IS NOT LIMITED TO, SUPPORT 1 1 1 1 STRUCTURE FOR EQUIPMENT AND CLEARANCES IN t,. REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. PATTERSON DENTAL SHALL NOT BEAR ANY COST TO 1- I CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON 5 I FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE & 19 CLEARANCE QUESTIONS. e THESE DRAWINGS AND SPECIFICATIONS ARE THE __ PROPERTY OF PATTERSON DENTAL SUPPLY AND THE USE LIMITED TOA SPECIFIED PROJECT FOR THE PERSON OR PERSONS NAMED HEREON FOR THE CONSTRUCTION OF ONE BUILDING ONLYxi) . ANY USE OR PLUMBING LEGEND ' REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY ALL DEVICES SHALL BE INSTALLED PER STATE AND LOCAL CODES. - 0 E ____ PROHIBITED WITHOUT THE WRITTEN PERMISSION OF ALL LOCATIONS SHOULD BE VERIFIED WITH PATTERSON REP OR - I -- PATTERSON DENTAL SUPPLY, INC. E — OWNER PRIOR TO PLACEMENT 19 L 1S 21A 19 _ WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER INDICATES HEIGHT+1- FINISHED FLOOR, IF TAG IS rWw"' SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE +42" NOT PRESENT, HEIGHT TO CENTER OF DEVICE 41,411 JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT UNLESS OTHERWISE NOTED /`112"OD.TO 318"OD.SHUT OFF AIR CONNECTION TO THE ATTENTION OF PATTERSON DENTAL SUPPLY WALL, HEIGHT 3"A.F.F.TO CENTER IF TAG NOT - - - - - - - -_ J _ PRIOR TO THE COMMENCEMENT OF ANY WORK. DA31 /PRESENT 19 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 1/2" OD. TO 318"OD.SHUT OFF AIR CONNECTION -• FLOOR HEIGHT 3"A.F.F. TO CENTER UNLESS • 4CURRENT AMERICAN DISABILITIES ACT, (ADA) / ACCESSABILITY GUIDELINES. OTHERWISE NOTED 22 141 I / THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR ALL REQUIRED BACKFLOW PREVENTERS. FLOOR DRAIN FLUSH WITH FLOOR ////i///!////// THE CONTRACTOR SHALL COMPLY WITH ALL STATE, u • 60 �, CITY AND LOCAL CODES, PERTAINNG TO THE 61 +213/4" +24^ o I CONSTRUCTION OF THIS PROJECT. ,,, 41110[[1 O DIRECT DRAIN FLOOR f ® Ill 40 +18' +24' I THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR 0] HUB DRAIN FLOOR 1 (? '. Al i .-- ,, CONCEPT PURPOSES ONLY. THESE DRAWINGS ARE NOT '' TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE • DIRECT DRAIN WALL IPLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. 63 I THESEINFORMDRAWINGSATION ARE NOTCONTAINED TOIN SCALE;THESE NOR HAVEDRAWINGS.FIELD `I VACUUM PIPE CONNECTION FLOOR CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE ~ 1 .- - --_ �l HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE • VACUUM PIPE CONNECTION WALL --�- OWNER: FRESH AIR IN MANIFOLD WALL JOHN CHUNG • SHUT OFF VALVE COLD WATER WALL / / SHUT OFF VALVE COLD WATER FLOOR I el I _ \ • SHUT OFF VALVE HOT WATER WALL LOCATION: • SHUT OFF VALVE HOT WATER FLOOR 11565 SW HALL BLVD, STE b WATER SHUT OFF 140 l_ WATER SHUT OFF W/FILTER TIGARD, OR BACKFLOW PREVENTER DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: Imo 1/2"OD. NITROGEN OUTLET WALL, HEIGHT 18"A.F.F. LMK KEVIN JAMISON A TO CENTER IF NOT OTHERWISE NOTEDLVL 1 PLUMBING PLAN — PROJECT#: ISSUE DATE: C 1/4" = 1 —�" VACUUM LINE 19-1400 08/05/19 DRIVE GAS (AIR) REVISIONS FILTERED CW REV DRAWN # SCOPE ! BY DATE NITROGEN 5 REQ PW 7-17-19 — — — 6 REQ REV EEH 08/05/19 1 EQUIPMENT PLUMBING—DENTAL COMPRESSED AIR—VAC SCHEDULE GENERAL NOTES: - - ALL ITEMS TO BE INSTALLED PER STATE AND LOCAL CODES.. _ --- PLUMBING PLUMBING INFOVAC INFO MAIN & SUPPLY SANITARY RISERS BRANCHES 0 O z w E J z F- W tc W CC cc a O O w v [L 0_ a a_ o _ o v o W o 0 O u. O el-0 O W W U w w w v W Z w Z CC CC °C > > > a w J J a 0 0 _,1-1-ID a Z w Fw W U uJ w Wa a O cc z 0 0 co W W w a ¢ Q ¢ Q Q w ¢ 0 U U S = -J -J I- o I- a o a a z 1.: > > 0 > 0 U o m O O O O O z z Z > > 2 U U = U 2 O U N > > ITEM STATU 3 — U Q ¢ ¢ - co 4 r d 9— N " "' _ °C PLUMBING REMARKS r ,�, �, Y �, i., VAC REMARKS r COMPRESSED AIR REMARKS # DESCRIPTION S w r r r, ch r c*, r a g a 6 1 DENTAL CHAIR PC .. - • 6 19 REAR CABINET PC • • IX 1 21 CENTRAL CABINET NW PC • • • • - - • ' 1 21A T-WALL SINK CABINET NW PC • • • • V. _ �' 1 22 STERILIZATION CABINET NW PC •_• •• •• •• •• • cn 1 31 LAB CABINETS NW -PC • • • • - - INSTALL FOR LAB SINK AND MODEL TRIMMER. BRACE TRAP TO SUPPORZ T WEIGHT OF FULL TRAP • 1 40 PLASTER TRAP FT PC 0 fl AN TO SIMPLIFY THE REMOVAL OF CANISTER FOR CLEANING. — o • CONNECT WATER LINE TO SINK COLD WATER SUPPLY, CONNECT DRAIN TO SINK DRAIN 0 ✓ 1 41 MODEL TRIMMER FT .- m 1 60 COMPRESSOR NW PC • REQUIRES AIR INTAKE, 2" PVC PIPE AND FLEXIBLE HOSE WITH 70 IN. OF CLEAR TUBING FOR AMBIENT TEMPERATURE MUST NOT EXCEED 105 DEGREES FAHRENHEIT, MUST BE ABOVE 41 • IF PIPE VOLUME IS TO GREAT MORE THAN 235 IN3 OR MORE THAN 100 FT. OF 112 DIAMETER PIPE,A PRESSURE REGULATOR CONNECTION TO THE AIR INTAKE OF EACH COMPRESSOR.1 SEE DETAIL AS INDICATED ON PLAN. DEGREES FAHRENHEIT SHOULD BE INSTALLED BETWEEN MAIN TANK AND THE DISTRIBUTION PIPING AND SET TO 80 PSI. CC -c1 61 WET VACUUM SYSTEM NW PC • • • REQUIRES FLOOR SINK OR STAND PIPE PER LOCAL CODES PROVIDED BY OTHERS, • SUCTION LINE MUST SLOPE A MIN 1/4" PER 10'TOWARDS PUMP. /WHEN MAIN LINE IS 1-1/2"OR O 0 - LARGER DO NOT USE 90°TEES. USE 45"Y's AND ELBOWS./SEE DTAIL AS INDICATED ON PLANS. 0 73 1 63 AMALGAM SEPARATOR MW PC • - - LL SHEET NO. 0 0 v co D) 11 © 0 coW Z - 0 PAI ' I1ERSON.. 0 m DENTAL CC I . OUTSIDE END FOR OUTSIDE END FOR 1031 M E N DOTA HEIGHTS ROAC co BULLDOG AND OTHER MODELS -r MODELS WITH el- M E N DOTA HEIGHTS, MN Z WITH IN-LINE EXHAUST , RAMVAC SUPPLIED 0 WASTE LEVEL OPEN SITE CHECK VALVES / FLAPPER VALVE W/COUNTERTOP MODELTRIMMER 1100 BY CONTRACTOR F ' DRAIN FROM MODEL `� X00 NOTE: CC TRIMMER SCREEN MODIFICATIONS TO THIS SPACE TO ALLOW THE PROPER O © FIT&FUNCTION OF THE EQUIPMENT SUPPLIED BY PATTERSON DENTAL SHALL BE THE RESPONSIBILITY OF LL 0 ° SHUTOFF VFY r HORIZONTAL RUN THE OWNER/TENANT/LANDLORD/CONTRACTOR IN LOCATION WITH REGARDS TO CODE COMPLIANCE OF STRUCTURAL, I. O 4 OWNER / �� HORIZONTAL RUN ELECTRICAL, MECHANICAL,AND PLUMBING ISSUES. THIS O /L) INCLUDES, BUT IS NOT LIMITED TO, SUPPORTCONNECT TO SINK DRAINpF vI�� STRUCTURE FOR EQUIPMENT AND CLEARANCES IN J �O REGARD TO SPRINKLER HEADS AND/OR ANY DEVICE OR ` 10, STRUCTURE WHICH MAY IMPEDE OR CONFLICT WITH THE _ ;j`� - - — UF � FUNCTION OF PATTERSON SUPPLIED EQUIPMENT. app I PATTERSON DENTAL SHALL NOT BEAR ANY COST TO PLASTER TRAP(VFY MFG) SHROUD AND SCREEN `� CORRECT THESE ISSUES. PLEASE CONSULT PATTERSON U 1 FOR ASSISTANCE IN EQUIPMENT SUPPORT STRUCTURE& CABINET FLOOR CLEARANCE QUESTIONS. • PROTECT OUTSIDE END OF EXHAUST FROM ENTRY OF WATER, DEBRIS,AND CREATURES. THESE DRAWINGS AND SPECIFICATIONS ARE THE • POINT AWAY FROM PREVAILING WINDS, CLEAR OF SNOW OR OTHER OBSTRUCTIONS. PROPERTY OF PATTERSON DENTAL SUPPLY AND THE - • CLEAR ROOF TOPS OR OUTSIDE WALLS BY A MINIMUM OF 6 INCHES. USE LIMITED TO A SPECIFIED PROJECT FOR THE • LOCATE IN AN INCONSPICUOUS SITE AWAY FROM DOORS,WINDOWS OR VENTILATION INTAKES. PERSON OR PERSONS NAMED HEREON FOR THE • ALL WORK MUST COMPLY WITH 1996 NFPA 99C. CONSTRUCTION OF ONE BUILDING ONLY.ANY USE OR REPRODUCTIONS OF THESE DRAWINGS ARE STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF C MODEL TRIMMER W/ PLASTER TRAP EXHAUST PIPING - OUTSIDE END PATTERSON DENTAL SUPPLY, INC. 2 1 1/2" = 1'-0" 1 1/2" = 1'-0" WRITTEN DIMENSIONS SHALL TAKE PREFERENCE OVER SCALE DIMENSIONS AND SHALL BE VERIFIED ON THE JOB SITE. ANY DISCREPANCIES OR CHANGES SHALL BE BROUGHT TO THE ATTENTION OF PATTERSON DENTAL SUPPLY PRIOR TO THE COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CURRENT AMERICAN DISABILITIES ACT, (ADA) ACCESSABILITY GUIDELINES. THE CONTRACTOR SHALL ALSO BE RESPOSIBLE FOR ALL REQUIRED BACKFLOW PREVENTERS. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, CITY AND LOCAL CODES, PERTAINNG TO THE CONSTRUCTION OF THIS PROJECT. THE INFORMATION CONTAINED IN THESE DRAWINGS IS FOR CONCEPT PURPOSES ONLY. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION AND DO NOT TAKE THE PLACE OF CONSTRUCTION PLANS AND SPECIFICATIONS. THESE DRAWINGS ARE NOT TO SCALE;NOR HAVE FIELD CONDITIONS BEEN VERIFIED. PATTERSON WILL NOT BE HELD RESPONSIBLE FOR THE USE OR MISUSE OF THE INFORMATION CONTAINED IN THESE DRAWINGS. OWNER: JOHN CHUNG LOCATION: 11565 SW HALL BLVD, STE - 140 TIGARD, OR DRAWN BY EQUIPMENT REP: EQUIPMENT REP#: LMK KEVIN JAMISON PROJECT#: ISSUE DATE: 19-1400 08/05/19 REVISIONS REV DRAWN # SCOPE BY DATE 5 REQ PW 7-17-19 6 REQ REV EEH 08/05/19 z 0 0 M Cr m Cl)c t z U c 0 r 0 o 0 0 Nr CCc 0 C 0 0 c -c 0 Umi 0 SHEET NO. m l Ci Di I M Q 0 fll z