Plans (2) BUP2019 -00158
z
PROJECT DESCRIPTION z o
00 oo
RECEIVEn
TENANT IMPROVEMENT FOR NEW B–DENTAL OFFICE. DEMO OF PREVIOUS ACUPUNCTURE OFFICE. NEW INTERIOR PARTITION — � a
U
WALLS, MECHANICAL, ELECTRICAL, PLUMBING AND NEW A.D.A. RESTROOM. JUL 3 219
M W
CITY OFT IGARDCD 2
IBUIL.DING DIVISION = F— `n 2
W
CID
a � it
PROJECT TEAM DRAWING INDEX C)
BUILDING 11565 SW HALL BLVD., SUITE 'G _ O U
ADDRESS: TIGARD, OR 97223 T-0 COVER / SITE PLAN U Q
DESIGNEREMMETT PHAIR CONSTRUCTION
/
CONTRACTOR: T-0.1 EGRESS PLAN Q
_
CONTACT: TARA CANTRELL W d
EMAIL: tara®emmettphair.com T-1 DEMO PLAN / DIMENSION PLAN
PHONE: (541) 521-7661 N
FAX: (503) 399-0009 T-2 DETAILS E~j J
OWNER / CONTACT: DR. JOHN CHUNG Z
to
TENANT: EMAIL: chungdds3®yahoo.com T-3 PROPOSED PLAN 2
W m
DENTAL PATTERSON DENTAL T-4 DEMO CEILING PLAN / REFLECTED CEILING PLAN O > U
EQUIPMENT CONTACT: KEVIN JAMISON ?>>
>
CONSULTANT: EMAIL: T-5 FINISH PLAN W V O
kevin.jam ison®pattersondental.com
PHONE: (503) 505-2284
T-6 FINISH SCHEDULES
STRUCTURAL WDY ENGINEERING
ENGINEER: CONTACT: SCOTT WALKER T-7 ELEVATIONS
EMAIL: scottOwdyi.com
PHONE: (503) 203-8111
T-8 ELEVATIONS
S2.0 STRUCTURAL DRAWINGS
DEFERRED SUBMITTALS
DEFERRED
Fire Sprinkler – MECHANICAL (MECH. COMCHECK FORM TO BE
Fire Alarm SUBMITTED WITH DEFERRED SUBMITTAL)
Mechanical �—
plumbing _�– – ELECTRICAL
Electrical
Truss Engineering – PLUMBING
AREA OF WORK shop Drawings
• Other
9
10
11 L
B: OFFICE
12 1
13 2
3 fn "'
N
N
14 COMMON BUILDING AREA 0 V
tY
4 Z
°
-
15 VALIDITY OF PERMIT Z of
o
5 7 THE ISSUANCE OFA PERMIT w O
BASED ON CONSTRUCTION LU F-
DOCUMENTS AND OTHER Z) ' ` W
16 v
6 DATA SHALL NOT PREVENT
�_ _ = THE CODE OFFICIAL FROM 0 1--
1 7 B: DENTAL CLINIC D REQUIRING THE CORRECTION p z Z)
7 OF ERRORS. OSSC 105.4 O
18 —
8 ---- ~ O
B: DENTAL CLINIC CIfiiL iNSP
SPE E-
ECTIO Z n/
State of Oregon Structurall,pecciia Code O LL LO
LO
19 I Concrete and Reinforcing St" U
4 2 5 2 2 (� Bob Instaged in concrete OFFICE COPY
20 2829 - /,�` Cj
Special momenRResistin CITY OF TIGARD DESCRIPTION DATE
21 6263646 5 o ReinParcir g concrete Frame
61 g Steel& Prestressing Cteet Tandons REVIEWED FOR CODE COMPLIANCE
2 2 C3 Structural Welding
L� Ftigh-Stren Approved.�� ]
9ht Bolting OTC: [ ]
EXISTING EXIVAN S ING EXISTING Structural Masonry Permit #: n 1 q – nn j ,S
ACCESS PARKING- ACCESS Ra rtfn Address: 1).r(S ^�r- I
60" MIN. med Gypsum Conarate
2 3 60" MIN. 96" MIN. CJ insuie,in Suite #: 160
g Concrete FII Br. – –r Date:
08 PrayApplied Fire-Resistive Materials
Piling.s3031 32333435363738394041 42 3444546 748 95051 52535455565758 MshotcetOnliedPiers and Cassone
SPecW Grading, ExcavationPERMIT SET
Q Smoke-C and Filling
ontrol Systems
0 Other inspections��
DATE: DWN: RS
CITY OF TIGARD 07/03/2019 CHK: TC
1 SITE PLAN Approved by Planning PROJ # SHEET:
Date: I"L!^ � 0
T - 0 SCALE: 1 /16" – 1 '-0" Initials: S— --- 116= 0„
COVER SHEET
CD z
BUILDING SUMMARY EGRESS PLAN KEY Z
oo
O U
SPACE OCCUPANCY TYPE AREA (SF) TOTAL OCCUPANTS PATH OF EGRESS ILLUMINATION. MEANS OF EGRESS ILLUMINATION SHALL III �
NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE FLOOR LEVEL. Q — LO w
_ THE POWER SUPPLY FOR THE MEANS OF EGRESS ILLUMINATION SHALL
DENTAL CLINIC B (1:100) 1,945 20 J T/ NORMALLY BE PROVIDED BY THE PREMISES ELECTRICAL SUPPLY. IN THEmr c
�L 1_ EVENT OF A POWER FAILURE, THE EMERGENCY POWER SYSTEM SHALL �
PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND W
SHALL
CONSIST
OTOR.STORAGE BATTERIES, UNIT EQUIPMENT, OR AN V
CODE ANALYSIS ONSITEGENERAm
2 U
CODE 2014 ORE. STRUCTURAL SPECIALTY CODE r - _ O U
L _ J WHEELCHAIR SPACE / WHEELCHAIR CLEAR AREA (. Q
JURISDICTION CITY OF TIGARD F.
CONSTRUCTION TYPE VB - NOT SPRINKLED 1 / 5'-0" DIAMETER WHEELCHAIR TURN AROUND AREA La iEREEREIERRISa
PREVIOUS OCCUPANCY TYPE B- OFFICE NEW TENANT PARTITION WALL N N
NEW OCCUPANCY TYPE B- OFFICE W
EXISTING WALL Z u')
PREVIOUS TENANT SQUARE FOOTAGE 1,238 SF EXIT SIGN (NOT REQUIRED PER 1011.1.2) LLJ m
® 2p U
NEW TENANT SQUARE FOOTAGE 1,945 SF =FE FIRE EXTINGUISHER CABINET ()
W w
OCCUPANCY/BLDG. SEPARATION NO SEPARATED OCCUPANCIES* PLUMBING FIXTURE CALCULATION °
REQUIRED SEPARATION [TABLE 508.4] B NOT REQUIRED OCCUPANCY/AREA OCC. CALC. OCC. LOAD WATER CLOSETS LAVATORIES
NUMBER OF STORIES 2- 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
RESERVATION. SEPARATION FROM ADJACENT SPACES, CORRIDORS OR TENANTS WITH
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
CODE 2015 INTERNATIONAL BUILDING CODE
771
�.
1
SPRINKLER SYSTEM NOT REQUIRED
• SMOKE DETECTION NOT REQUIRED
n � ALARM NOT REQUIRED
Ea
STER
��noo1 1
O 1 i
RE a a
04
IN
Nk
REI
LLIT
O
oaeorree /�/ % (lu-1J� % UiNUL—M L Q
C
(EI Lu
W/D 0 z
W/D
o =
�---, Q
00 J
i� Z) � Q
Z co
O r
DESCRIPTION DATE
0
PERMIT SET
DATE: DWN: RS
EGRESS PLAN PROJ..#: CHK: TC
1 ROJ.#: SHEET:
SCALE: 3/32" = 1 '-0" T_Q
SCALE:
3/32"= III CODE
UMMARY
DEMOLITION GENERAL NOTES DIMENSION PLAN GENERAL NOTES PLAN SYMBOLS OFFICE ROOM NAME
100 ROOM NUMBER
PATCH AND PAINT SHEET ROCK WHERE EXISTING ITEMS HAVE BEEN REMOVED. 1. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION, EXISTING WALL Z
1' WALL FINISH TO MATCH EXISTING WALL FINISH. CONFLICTS SHOULD BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO XO KEYNOTE Z t
CONSTRUCTION.
EXISTING LOAD BEARING WALL 00 00
2. DEMO ALL FLOORING AND PREP FOR NEW UNLESS OTHERWISE NOTED. ABBREVIATIONS O CV (�
2. DIMENSIONS FOR NEW WALLS ARE FROM EXISTING TO CENTERLINE OF NEW WALLS
UNLESS NOTED OTHERWISE. Lo
WALL OR ITEM TO BE REMOVED (D) DEMOLISH EXISTING RECEPTACLE Q — A w
PLAN KEYNOTES 3. ALL NEW WALLS, DRYWALL FINISH TO MATCH EXISTING FINISH.
NEW INSULATED PARTITION WALL TO 6" ABOVE (RL) RELOCATE EXISTING RECEPTACLE Lo
HALL 2 #107: DEMO PORTION OF LOAD BEARING WALL. PROVIDE NEW 4. PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND EQUIPMENT. SEE DENTAL CEILING: 3-5/8", 20 GAUGE, METAL STUDS ® 1 = W
OO 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 T-2
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. a V
co
RECEPTION #101: DEMO PORTION OF LOAD BEARING WALL & FRAME FOR
O
NEW 8 X I DOOR. SEE STRUCTURAL DETAILS & CALCULATIONS. 5 DENTAL SUPPLIED CABINETS. DENTAL EQUIPMENT RAND OTHER TO MEQU EQUIPMENT ON-SITE INE EXACT �NPR OR TO ROUGH-IN ENT OF DENTAL SOF NEW INSULATED PARTITION WALL TO CEILING: 0 V
UTILITIES. ® 3-5/8" 20 GAUGE, METAL STUDS ® 24" O.C. 2 V Q
O3 WAITING #100: DEMO EXISTING RECEPTION CHECK-IN WINDOW & WALL WITH R11 SOUND INSULATION IN WALLS AND (1) T-2 Fm w c
BELOW. FRAME FOR NEW 8 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. Q
CONTACT THE DESIGNER FOR CLARIFICATION.
Lu
O PAN #105: 1" HEADER TO REMAIN WHERE WALL IS DEMOLISHED. NEW INSULATED ACOUSTIC PARTITION WALL TO
7. CLINICAL AREA (OPERATORIES, STERILIZATION & LAB) DIMENSIONS ARE CRITICAL: CEILING: 3-5/8" 20 GAUGE, METAL STUDS ® 24" I-
5O 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. O.C. WITH R13 SOUND INSULATION IN WALLS AND 3 N C\I
(2) LAYERS OF 5/8" QUIET ROCK ON THE T-2 W qt
O HALL 2 #107 & HALL 3 #114: EXISTING SKYLIGHT TO REMAIN. INTERIOR SIDE AND CEILING, (1) LAYER OF 5/8" Z Lo
QUIET ROCK ON THE EXTERIOR SIDE.
O MECHANICAL #108: ADD (1) LAYER OF QUIETROCK SHEETROCK TO EXISTING w
7 SOUTH WALL. V
O C)
O8 PAN #105: ADD (1) LAYER OF QUIETROCK SHEETROCK TO WEST WALL. ii� ■ 1 u w
STERILE #113/LAB #117: EXISTING SKYLIGHT TO BE COVERED WITH �� O
OSHEETROCK ON STERILE SIDE OF NEW WALL BUT TO REMAIN AS IS ON LAB
SIDE OF NEW WALL.
10 IN FLOOR HVAC VENT TO BE RELOCATED FOR NEW WALL LOCATION.
(D) D) (D) ) OP 4 1
r---t�----faa ----*�-----} -i 116
4A
) 1
I
I
1 J.D 1
I1
I 1 I
I 1 9'-21• 9'-2j• HALL 3
I FOF FW t to
D)1 O
�,1 441 f 1 '
(D)A 11c 0) i �FLITLIROE ORr }((i�\\ OP11 'U OP2 OP 3 -
I I D)I
II
I I II yC � tiR.u�
� a 1 1 E 10 µI r Y p � m _
I I O \J
VC D i II IKRL) �� rr-� -- 4'-8 •
D8 CC) j II 1 111 �� O C�48) I 11
Y I II I IL I,,I 1II..Y;VCD) I LLJ
_____ — 2'-8• O — 2'-8• — —
-------- 2'-6• 3'-8' I f-1'I 3'-8• CLR 27-0 3'-8• CLR
I
0o cm �) '\ ii 3'-10 • s'-4}' 6 i'_11� 07 L 6 _ - J o I 1 aF�,
-- 10 TOFI 2-10• a
4 O ��� 1 I ``. a 13'- � 0 3'-2 � CLR 3'-0 •
L7T 1 y FOF a N
1 I II fRU I I II % RL) (D>•Hi 1 j1 V I a . I 1 5. 8 — RR
11 .� (D I II >' i�\ I I 1 109 I I J 3'-8• CLR 4'-0• I 1 18
1 / (VCK+4""I I II i VC I i7 CONkiLTITUTURE OP
II.-�' (D(+48)I I io 106 STERILE 5 I
< 61f)(+30YI 1 1 11r �1 ti3 N 1 1 1
I 11 1 II 111 PAN LIGN I I LA
J II I I LI Jll ;c=ec= 5 M tO I 117
( I I 1 I `� 91 1 d e N
(�O7`I �I � MECHANIC II '
(+48fD f �--7 I I 1 I I \.`\_ 8 7 8 819 I� 11 � L J 1 � •^/ rn
D) 11 - - - - - - - - - -- - - --- - - - - - - - - - - - o� TJ �I - - - - - - - - - - - - - - - - - - - - - - - - F 0 V
+48�, r�� ST FF LOUNGE U) ()
(D)` C\ HALL 1
--------- I /'C`` 102 '- I RECEPTION 1 w (�
�`\% - 1 5'-0* 1 I I 101 I F0F
� U �
'-- , I 0 w
� I 1 � �---- �. I.T. I 1 ;
I i �___----- �� �� �� DRS OFFICE 103 I 0 H
--�\ 'v �� � \�� 104 I ♦ Z (n
O T 0
T�f y >
I Ll - WAITING — J
(+ i I. 3 100 3 ~ m
(+36) (DN (t J O J
y Q
- - - - - - - - - - - - - - - - - -f%g�i - - - - - - - - - - - - - - - - - U)
Z
to
0 Q
r
DESCRIPTION DATE
PERMIT SET
DATE: DWN: RS
1 DEMO PLAN 2 DIMENSION PLAN 07/03/2019 CHK: TC
PROJ.#: SHEET:
T - 1 SCALE: 3/1611 = 1 '-011 T - 1 SCALE: 3/16" = 1 '-0"
SCALE:
3/16"= 1'-0" DEMO PLAN
UNDERSIDE OF EXISTING UNDERSIDE OF EXISTING
UNDERSIDE OF EXISTING \ \ STRUCTURE \ \ STRUCTUREZ �
\ \\ STRUCTURE \ \\ \ \ C )
\\ I 30 MIL. METAL STUD, BRACE \\ \ I 3 J", 30 MIL. METAL STUD, BRACE \\ \\ I 3 II", 30 MIL. METAL STUD, BRACE 00 00
3
\ \\ ® 48" O.C. MAX & WITHIN 12" ® ® 48" O.C. MAX & WITHIN 12" ® O N U
® 48" O.C. MAX & WITHIN 12" ® \ CORNERS. ALTERNATE DIRECTIONS \ CORNERS. ALTERNATE DIRECTIONS raski. a
\ CORNERS. ALTERNATE DIRECTIONS PER LATERAL BRACING DETAIL. PER LATERAL BRACING DETAIL.
PER LATERAL BRACING DETAIL. ATTACH BELOW W/ (4) #8 SMS, ATTACH BELOW W/ (4) #8 SMS, M J
ATTACH BELOW W/ (4) #8 SMS,
z ATTACH ABOVE W/ � SIMPSON ATTACH ABOVE W/ � SIMPSON
g ATTACH ABOVE W/ e SIMPSONLO
TITEN HD, EMBED HNOM 2 }". ADDTITEN HD, EMBED HNOM 2 }
TITEN HD, EMBED HNOM 2 J". ADD _. FLUTES AS NEEDED FOR FLUTES AS NEEDED FOR ' ADD
FLUTES AS NEEDED FOR ANCHORAGE. ANCHORAGE. W
ANCHORAGE. ^ a V m
SOUND BATT INSULATION SOUND BATT INSULATION (2) LAYERS OF QUIETROCK
x ACOUSTIC CEILING PANEL & GRID x
ACOUSTIC CEILING PANEL & GRID w GYPSUM BOARD 15/16 INCH CLOSURE ANGLE, OR w (2) LAYERS OF QUIET SIDE OF ROOM
MD ON INTERIOR O U
w x x ROCK GYPSUM BOARD
= 15/16 INCH CLOSURE ANGLE, OR APPROVED ALTERNATE U
APPROVED ALTERNATE z SOUND BATT INSULATION 38" METAL STD ® 16" O.C. z 3�" METAL STD ® 16" O.C.
? v SOUND BATT INSULATION C) (1) LAYER QUIETROCK GYPSUM
v SOUND BATT INSULATION Q
rr p GYPSUM BOARD o ROOM ON EXTERIOR SIDE OF
o GYPSUM BOARD
METAL STUDS, 03625125-33 SEE METAL STUDS, 03625125-33 SEE raw.
METAL STUDS, 0362S125-33 SEE I WALL TYPES ON SHEET T-2 WALL TYPES ON SHEET T-2 N N
WALL TYPES ON SHEET T-2 \_ �_ LU III
a 0,1450 POWER ACTIVATED DRIVE a 0,1450 POWER ACTIVATED DRIVE Z
0,1450 POWER ACTIVATED DRIVEof X PIN W/1 } INCH EMBEDMENT AT PIN W/1 } INCH EMBEDMENT AT w m
PIN W/1 } INCH EMBEDMENT AT w 4 FEET 0/C MAX INTO DECK. w 4 FEET 0/C MAX INTO DECK. _ • U
w 4 FEET 0/C MAX INTO DECK. N � O ?]
V) U
ACOUSTIC SEALANT AT SLAB ACOUSTIC SEALANT AT SLAB ACOUSTIC SEALANT AT SLAB W� ■ � u
0
1 PARTITION WALL DETAIL 2 PARTITION WALL DETAIL 3 PARTITION WALL DETAIL
T - 2 INSULATED WALL- 6" ABOVE GRID T - 2 INSULATED WALL- TO CEILING T -2 ACOUSTIC WALL FOR MECHANICAL ROOM
LATERAL BRACING
ABOVE CEILIN O��ORO
Z
O O
F� PART ITI❑NS
BRACING BRACING
CROSS CROSS
WALL WALL
co
N
N
LATERAL BRACING ° 0
� z
4 `� o
z a
T - 2 DETAIL W LD
UU w
O
C) U)
FIELD TECHNICAL INFORMATION "P'^' leleeal Fdme erecng Maas' waw Hang (5 pe and WINESw eP. w
'Seismic
wcwkV IaY•Y bm ars[I^B .yMy"mOwwawa aw pmaveray. P-.arr . a- MwrlvMw+EwrMIw WmO I.B -w-". O � \�
Itlalmual"howrwwetllasy.Plewipm PlYM YIbq ebWgeWs/a pwbtl QrTae5C4 ss.v.Uswf es e.nms . CPOS4TFE9 IATE O NINNACXG Pgasse EP WIPES
yeadoWa�m.rarbamgap e.aeaabm Pegb4Y.,ar .Hwyw x+Wblz�wb rmmal rdbeP ldap. Twoo.m.rll.ruwm.mW.IIn NWersesa.wasem Maw* rNewarwbra.cMarrnespr mn J
iws-
spension Systems for Acoustical Lay-in Ceilings — �- agbe s»w n..w men.www.aabmo—seedo a.gr.h r.mk.,.I.a mro.- deww"wMiq.a»,
Seismic Design Categories D,E&F lwas Well, b..dbalm.ew lroem®.gap ford •wren' waram.wegwarP.P.aara.rbawa.aro. m
oa na Lruw tm eeudaur,sros—a.
.Farease u..cr'ssapasse esawasall- vmMrwwFlan»[Y. POMwtJhalaMnvtivelYA slw.v�gGIP•al malo]aalrM�w11 Icme betirnmdbdMetl XM.
E9m1wa0ue0.al Mlanl A.lfdlou»eeiplauY Ee CA•M1wl.som •bwr9w+M1r.amort.a:.augv..arW Cem P.,+nn ArTYSub aM odor wxee. 1w sWaeea'ee9ueprbeNwtrq_
•'� .TanMYw•1d WInWll.weards-..wa.pr.Is.. _ iurroul1 wranyW s1ACRWPE Q
•IHwd FPw&seen,NRI w 12 M On career m...mml mom Al r'N e♦Jm ds'A Wer with a.xiela isal60,b•v.ON+ma 1 aM la lee pwega of nrlvne MAIN BFMI Al2
ThadoduTanthearawlravisetl cv,.<•- use.e... Iarlwrtmen Bl Ilan wtlw.s..a csueeemr.amns.• .Wxwshader NPnwbe wurdnMlslrgre eywateea R.A a Weyslem. rhos pnmarYfugvdm,rw,IEweuy 9Ymnmelu NNANPYut
.Selarri sten, ve to wlw 2ppe.iae M@'AIN m m.roan moan. VpexePqulvMml Asea.Ise used whoW O ExasYYNaa Ique se•GanvYryFa ESRENI SEPV LE rgelo GB peehA, now.dam..,eb Frcvnu 9GpFpOEP er SVACEP 9AX
dares on cumlale Cod wlrae mean sed. este ammo W aar of a.owll,q a s•hero Imo mxnrunryr uny»q qa,mr,trq
Boilers, aMla e,npwb- .Trope.wagnyee.N.warrvnmundlud-bwWIw1M Anveultl nal oder sola to w hi ahoy p,mono Aov+rllnnNrneampereneXnwa-
ar
I.eaNs.lnalmlord m than �� dna A .,. n. sM+dM lbm leMap.na e.caMbq ere lrulm swm caC+rxns. oen.m Wsle.lmrn woo me.Rea
Ga't.p.mmmerN.Cl Sauel oderoatmo Adsclb to tl.pb aA mW smtlun n wM Elect If 1 oe a lee r a caxwaalaax:n mor N
Iritdress classified sema KIt1o1WW dab re• a.- Net twy euWSPl.eeev qW aM WS M.n tialo or T __ pl moy. 1 Molo Mo lelosuRE nRCIE
tw stool Asea Iwe wM uldy l.cb d x M�l aW.N MI (Al em +s'g hr,Nor man l o pauib.YWlluw P.I2~Nestle s 1 MrIK Au he
gage mHel enaerccnen- svuvw PEs
11X ,susperMee ceYxpe ireNNal nal, .tele ed tmmM nNn lolw alrvdure tlweTbwme Trywalalk mm lamasery wmmunmellal rolenact
IM W me.Wa a w.ee rsmlkOw Pi lea, lr Un
neacoNence WRh lM peacnpem %'E81ia.WE1 epm5'lIl' .�wdwadlwn dm m.melm'p'/ff1M.,u lbvac Waecn s•.• ' •' -...- fop er.
pw'ed Nepaemplheparlm BaYrt dalle0alpPIrGENFNsu •1afelu 9 a-stat.'ItOistarl b..90.aMmM oos MpNhouredyn 1. mMw most.d.n.[ pwpranafomPe Vm,
poNarona of Me GOt eocumeM an M'B.IFsrWI e9NTe' Irasse CCE$rpOwar ke ma�abmMa»ErW.•Ipl4W mon l2 gagawm ellaP�p Mgµaaq cmvlatl»[]MlWpaamtl» A.I. cwstw ce rypW. yERrICILbipys8
U
IIP.a®e...Tmpr+.aPma.Ym, MClwe shove.Teva Mrta^maw sless, :crv.ser..ow.s. Tw aW ben.wtl ocu buaeN
aepa'am'Irlwpec'(era dew pEPIMETER fAIYB Twrptvsyy martr .
ewnlae
to camMY wM Ilea nmgl 1'EMTmdY sNbW Wi wcMn ler Yi4PwYw1tl9aawtYilaWlllYPaNrW,IRgt .IyJle Fuxus WPdn.'9rm.NnY Y.NMwaI[WWM1e.]IYbR„tl» safahu.® u•'N"YlWE PeapriabW>q»PrYMaWWM1 Ww/1Pm PawV alM awpwWb
Wedngesee Nleryntares. Mfnla iwYanll ae uenW Epna►»p11gMrR.m.vavaoga..6aa., snlclln alW..TwwvMaanwlEepA s..m:asusmm.,o®aa MBRppA mRE r tlymnwWmeWyr<wuaMba aYawn'
.pww..e FNw®a.Ewa.svaygvleaaon m.aelcw.Wa. w+a...s.. ulokm.nr0.vnwmn
This document pmveles the EC20MWastes lx•of 4a 0 plate est m 12'a' •�Wass v�a�ce92 retailao Rnea4A aa»wri aM to "8 shown ALL dl adagcnl.an.cesc.srwaraa,. _ _ 1Ynlz pep."MI.veY.l Wn IeM y,�icn YYnab MwwxY malntly Iv1a•.arm p[d'WNYC MN".
FPPna MearWddL. Mwa uWsteNFMest Pr+Y+Wcnbme torerosmv»»w.Wcvbticen-
vmmN^. e'Pnda,m»c wmwlwmw sex�Mn.bbwaNa.er pNprl.»n
e.aaaal •nlw.aa sem is E. .P Aaaawya»ywwanlw2 Iia ate...: a,.ae,.. •ram.n eelsarde ddes a.. -.�• --- "'°°a"eO i'°"a°"•" "°0"ly^"'"°°'ae'°•+e1a'n. Pae„ae. DESCRIPTION DATE
releeerlsm standards for ma Raptete a..n=m
.cwelso Mps."swmN 1]mea..b MmN. rem»ynam Masnan IS
namllatien of suepala on avaleme 9ry.aW nMtl ab RO propel Wm18 S• No».w Mbba'aa.b..e:mrweuaoo.e.�a .izag um Wsanrp za lw.Wtrwe uan lBEa I,W IMwM
.vNIm 4W mlalw pWtlatyaWemMwpaabM ra Erm e^ ate"•
IP a<ouarcel ley In cennee. General flecommendarons Rytmbckzwmaa ra rmts'o' 'Rape r"'ng tnemmme 11n2aMPnmapl>MW 1n
•rlelawnmarwavese'lrcnrzOW lec nmA31 Nalal Pwblly Chea. RnvRaaO etuN9amw.a°."°rn e. .b+a.Twu.n maYbel.ar
Imxproamon orin'e dKumane Wen gel.yaa sociaya Taekp Muariam lP9TMc83s,nsrMCKK.ASTM .TNvass"We WrlwwEAllfYaxL lslaaElbPalRaIaNYPnPef .rvmre»Pvicas wMphna mob Par sslw.mMwndpMAMXIy
Wityu—
soloweeamdaterAwmalwJeN E50arE 59%11.NmPwb Sco.Md GNl Ergirnwe{45eE]MlaeJ ca. elute lV.vw amn palleeeryRw'j. vuppalar a+P}IY hwnlw elruemneEae.Teoaipmyw W.s..0 Ica.m
nPWI S"Now,CanWctm affiPveon lcl5rds we a a+vwl•'aa.c'owm....sr®^v W.11 MONi dii -1-
M'rlstallalpn arM bpecr .holo .PUNves MN otwceY chose W'¢peels..Mn ntellp.u4NW �a
rg .µy mabpalpy,.laayaMlpW aaapy.ablMa EIOIYO il,leardo SepNdtiOn Joinisl4rt.b --sh it ..NE waBfiPA Tar HWC9 mrman asMst E,a p.mFUa1
dCCumani s0 demo' comdiy, �Rta>�w»mosey PacN to wslrucll+e.Brsirg WlwMapaF ,spina "'wa rl bl>WY».p.wlCatl.taippb ala baRalaB.WW .FPmMq we tip2EN ague bl.aaesneaepa4ntillu8f -a^ Sa.b WArt15 Y. Authority
s
adg »9 opaymm�a.Miwn num..,,a, ,MM.a W.Maan.RM..,,w,» Wwa,a n.aNwwtla.Ieyes, ,as.OnanlA+aEMwaea NWCB
IM nlgl of IN mldnalpnal FPN1lvnlwnuRn On P.caca kq UMSl PanP»»IIm Okla. 6Wart.Ysaeva tIRFRWageelw�IMPWatleaw49 mwwnPra��aM1.La .a rMgoar.d Re] n.wtlaEctl
peaarr.e bmaa Paas ryaean+ .alae pw.aaP. aamay.a,roenw bmyN
•tM'CRNfn1uIR eazDlEo1 �..0 .wTwav104^Yaea CPWMmYT NaBrrPP'IaaEmM.bOItFNSC mCaaL eulPlwsaa of.6a,m eseE r.m®..waw,seNda F..N.WSE-SAA awkvpaees MIM vn9.M CNn9 aJamYn
euimaa Cosa llRCl wtn mae,d .Adman e..bw bb
to IN assaremenis Nor seismic Hasse, so-.au.s,-mwo..sses,. P^.CerirW W AW
WmNfy e.Riv"nubtl.RIMI f.ebnola oh.;p mor Re Wnkcapsacnynblapitl Ery ANN 1 Tm Fmtvq sxaxla pwyw wviwemxnnena eM asrt�
.An eFY qp Wew CYpY!01 `NS all.w...9u.Er`wAhowal awnva.P.eu,
cNNp lw wagnnb Wburl Ocw} o .TN Pkl a we.aI to a alai At .nl WamL ow MTeP4s,0 I mem. ere aWn.uses>uou.—_-.... IMOMnaG.q unrLM cemmunMmN msPwa m
ensign category o,Eand Fror urea.x.nlon qualm Info as arm.savoro,c„e.-..., d.Wl+..m.a.p+nuy l..m.p.rbpneaaeenpu.mo.,I.e WwW.n .a
All)Eam»viw6pm.pma»W ImIWIN Me salmon gabaNs a,a PeprtgeA yYr Tw 11-t, N.ewa.a.m 1ppMyllYW Se,.
iw aMrtlMe Walaq®iwq Moe do
treated.ceied'i rematedebs, • Tleear'nmmwWlsedrud iPMM Nlrmeof.wyarp AD stl lslseEy PecwlmW ane-Woww. eaxmum olu Isco.ao.m.s,ninmugn.n,anerasugv:w NmaiMUNY'9a ed deal whe
need to
Msec staboerro.Wo Abed. ...� nbereJm wgI,NMYmvmE..awv,am,.m?np..ew�yc�rwrw� .mlluN Wmtage'blpF4 tllewYry mrywTb-d i.bvllalp 14..r bn nryvnnapn.me MYCSsaWeseloo b
unless aepponed by epinewlna. Sense Pti».Ilalnnnlwwar e.nzsaoaµv.Irrym.�..ap.Nrmawadnleremwrmpwelbl.ar " g "r°AOa ®Plua,.aocwrenl to prnWa.clennc.npn.ne
W®aMW ro mere Ne u Sd, SPreaa6r a9r3 seals am werbemleN+�m a srcsm eb eMaleM a1Ne WneatleaMwaa.l PFrP.'.159 29E-N99
the-,a.,syaem all Ca of sous.sea sora u:s ran uv,cn ,;-us • 1M1n'I ewer NYIbIW OPasaem+aW ollb buns wkgww.HNyGuylstlW M.}weWe.SuxNyWelPbmafeat. Fn:lEGA1z9SP33 Eane6lndNENPGINaMruEmnguaFeHaz-
acmlkd�meserepuiemenis. UnaPwab WW steel assWrwnemaa ub Pnrg.aarenwlw'aamftere ebstc duly n wassew. .NdPndueda.Pawa Nababgsb.Yso'ab .Issi Roanml an 111 OFM
w en me.llauagl's Nm. PwkMs++e ass M w ri d Israeli aa...a ford alwer,Per.M tlW wal aD>.e a....o.w'.Bring c....uvn E,C.w.x aM Cenm Aavoc - y it
R
NanNacwrerd racemmaMalions - PW xa&IWMnelree.IPm.rvMua �.0 ei .gMetN g st.Emapcy Mmuareed Were.
arae foew.walaed and-- •RP.wdw®.we^lial, aprkvPSNaa nswlsNuecn.r o1, Wish Pnm rrcY r.Nwue]re
Issei'N711 Eft mnmnlloamemeaetdrtrne-str
J_
Abroad N lalbwee wal eFaKaal. Vrym pso.:v ese caa�a,.x`., awasyst n.A"sr. Fa ee.r. M. WNews wNnLa4re exw.ablWawb PovmM. - ru:IWfism-]zN
-' .aerW auee.o la.mr apecnW amwrpcler.
0 .vw.»kaaaracwaW.aw.w..maP.m.mP. s..
CebaYanw8e9 W+abW r4are a .s.�. .gPsdw.-not Reef n.rodpbswawaNaabPeumm 5ennklars b _---. A.waH aM eeibq Yax»tlan I.gP't.
sown Pea¢ -- 1 Fshose Ade z`d-]bE Tme RRCb^.�^o a4•e>+er4byAwy wee
Alln..a p.pow w. FPPa.
r. Wwnpp Pa»a wkasnre peramw-.ern N,e.zam
Sw.v.nstk'rm neatsr .mbnekm
V_ ma �• .WIae WObaNgPMVWF.n Ne Cern PokM]mmlbllNbektt+e errPdirroo."Noushate Y.wye mecaagtlebarthat ua msada iv l<tI2R1951E rNyapveblb.
pkwcrrmmb wu»..nrym.b.a+wrmMvrbr mom walkcnnWMawwaenbur .n.dm9n ew cp"wm -..
`a r.ulbr nbrwran NW bpwrrmeerar ae.uu robe+ere..
sa..•fo.•awae•=.w�w�a-a-=-� - -' PERMIT SET
DATE: DWN: RS
SUSPENSION SYSTEM FOR ACOUSTICAL LAY IN CEILINGS 2 : SHEET
CUT
PROJ.
5 PROJ # SHEET:
T -2 CUT SHEETS -2
VARIES T
DETAILS
co Z
GENERAL NOTES
FLOOR PLAN KEYNOTES FLOOR PLAN SYMBOLS _ Z � 00
ROOM NAME d
1. ALL ELECTRICAL/LOW VOLTAGE COVER PLATES, COLOR TO BE WHITE. 1O I.T. #103: PROVIDE PLYWOOD BACKING ON WEST WALL, PAINT P-1. OFFICE100ROOM NUMBER O V
REPLACE ALL EXISTING WITH WHITE AS NEEDED. ALL ELEC. / DATA Q W
RECEPTACLES SHOWN ON PLAN ARE NEW UNLESS NOTED OTHERWISE. O I.T. #103: TENANT PROVIDED 2 POST WALL MOUNTED SERVER
RACK, VFY. SIZE OF RACK, ELECTRICAL AND DATA SPECIFICATIONS. O KEYNOTE T 0
2. PROVIDE A PREMISE-ISOLATION REDUCED PRESSURE BACKFLOW ASSEMBLY CONSULT/FUTURE OP #106, FUTURE OP #110 & OPERATORIES 1-4: XXX DOOR TAG + ~ L
(RPBA) ON THE DOMESTIC WATER SERVICE. DOMESTIC SERVICE TENANT PROVIDED CEILING MOUNTED TV'S & MOUNTING BRACKETS. W
PREMISE-ISOLATION BACKFLOW PROTECTION MUST BE LOCATED ON PRIVATE O CONTRACTOR TO PROVIDE BLOCKING. VERIFY EXACT LOCATION a (,�
ELEVATION SYMBOL
PROPERTY PRIOR TO ANY EXPOSED PIPING AND UNPROTECTED BRANCHES OF W/TENANT. ELECTRICIAN TO PROVIDE POWER AND (1) DATA DROP, m
THE PLUMBING SYSTEM. VERIFY IF CONDUIT IS NEEDED. _ V
DUPLEX RECEPTACLE O
3. ALL ELECTRICAL IN TREATMENT AREAS TO BE REDUNDANT GROUND MEDICAL O MECHANICAL #108: DENTAL EQUIPMENT SUPPLIED & INSTALLED 200V RECEPTACLE U V
GRADE. AMALGUM SEPARATOR PER CODE. VERIFY EXACT PLACEMENT. Q
d CAT6 DATA / PHONE _
O OP 3 #115 & OP 4 #116: ALL NEW BLANK PLATES TO REPLACE DED DEDICATED CIRCUIT Q
EXISTING ELECTRICAL RECEPTACLES THAT WERE REMOVED. 2
® BLANK PLATE
vc VOLUME CONTROL
W �
ABBREVIATIONS
Z � Lo
(2) QTY. OF DATA DROPSW m
O
+36 HEIGHT OF RECEPTACLE U
(E) EXISTING RECEPTACLE LIJV w
(RL) RELOCATE EXISTING RECEPTACLE 0
(N) NEW RECEPTACLE
N) OP 4 N) $ N)
+ + 116 + I
I
5
$ +qa
a +k; ) WINDOW SCHEDULE
D F�
+
(E WINDOW FRAME
5 3
4.
FLOOR HALL 3 SIZE
E) 114 +
O✓�
''\FUTURE OR— iS (E) OP 1 OP 2 Q
\ 110 J� tii \\ 111 112 OP3 �– W w
\��!' rl \�1 - 5 11s Ld N
II E) 11 ll �) z = N QTY. NOTES
'C\ \' v TEMPERED CLEAR
W1 3o TIMELY ALUMATONE 1 LASS
T TV (E)=@I r 1
3 c 3 3 5 L J FRAMELESS
3 I — = U—CHANNEL AT TOP AND
r-----, N) I r 1 I W2 a� 7�1 N/A BOTTOM OF PANEL 1 MPERED CLEAR
^+48 - I HALL
I I + Y) G
-�(E) II !/ ; ( ���� DOOR SCHEDULE HARDWARE GROUPS
8DOOR FRAME
N) T11GROUP 1 — INTERIOR LATCHSET
Y i N) + _ 'ADA RR '.- , SIZE a LEVER SET BU PASSAGE" TYPE
L-----J I ( (N 18 0O
+ 6 9 ,e j N) rCONSULT/FUTURE OP T (W STERILE �– , +4 f
T� I __ FLOOR STOP
E) (E) 106 (N) 113 I � � I
PAN g (NX3 I LA W 0
os
I ,a ti K GROUP 2 — LOCKING
l 3 i ( ) i I a >42 N) rOf Of m
< <
3 a< 11/2 PAIR BUTTS — 4 1/2"
MECHANICAL O4 gl'^I'q II ( L J '� ( `'' W w N I LEVER FLOOR STOP - "ENTRANCE" TYPE
08 g I I / I I �I I 2 d ~ - F- - w W
,d a - - - - - - - - - - - - - - - - - - - - - — o
1 8 $ p
h I) (1 (E) N71 )N)_ Z 3 2 F � Li U- S NOTES CV
$ E) T N100 7.6 C S.C. WOOD PL-X TIMELY ALUMATONE 2 NONE SEE NOTE A BELOW 0 c\1HALL' 1—� � I STAFF LOUNGE 36 WITH CLOSER GROUP 3 - INTERIOR PRIVACY 0 � rn
I( 119 PAINT DOOR AND 11/2 PAIR BUTTS - 4 1/2" LL.
3 102 I I T-' RECEPTION T' 4 (N) 102 �6 % A EXISTING DOOR EXST. RAME P—X LEVER SET — "PRIVACY" TYPE 0
_ fA -
E)
(E) 101 ; _I_ _ _ _ _ _ _ _ _ _ 103 36 % D S.C. WOOD PL—X TIMELY ALUMATONE 2 W/ OCCUPANCY INDICATOR N it
(E) 103 T-7 FLOOR STOP Z Q
+40 DED i 104 3/O 6e A 2 WWC _U
DRS OFFICE (E) p103 1 N G
If GRROUP 4 — BARN DOOR
104 (N N) (E 106 46 % E 4 PEMKO BUILDERS SERIES FLAT TRACK
Lu
ITH SOUND GASKET SLIDING DOOR HARDWARE SYSTEM O
ND SEAL. DOOR MODEL: #BLD—FT02 �
WAITING 108 3/0 A 1 FINISH: INDUSTRIAL STEEL— ZINC COATED z to
- j RAME THICKER AT
10o HIS LOCATION STEEL Z T Q
TO INCLUDE DOOR PULL/HANDLE IN SAME O I >
O 109 36 % F 5 FINISH
0 On
117 30 g¢ B 1
DOOR FRAME THICKER V
T THIS LOCATION GROUP 5 — BI—FOLD DOOR
STANDARD BI—FOLDING DOOR HARDWARE _
118 -'o A 3 WITH CLOSER ••
*NOTE A: 1 EXIT SHALL BE OPERABLE AT ALL TIMES, PROVIDE SIGNAGE ON *DOOR HARDWARE FINISH TO BE SATIN STAINLESS Z IZ Lo
LOCKABLE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" **DOOR SUPPLIER TO PROVIDE DOOR AND Q
**NOTE B: PLASTIC LAMINATE TO WRAP ALL (6) SIDES OF DOOR. HARDWARE SUBMITTALS FOR APPROVAL
***NOTE C: ALL WALL THICKNESSES TO BE VERIFIED IN FIELD PRIOR TO PRIOR TO ORDERING.
ORDERING DOORS.
DESCRIPTION DATE
rA• 3.-Z.
FULL U1E
CLASSRDOM AND SIDE UTE FULL LITE W/
CUSS UTE / N1H CLEAR / TENFIERED
W/ TEMPERED TEMPERED CLEAR GLASS
CLEAR GLASS (USS LOUV£RED
'ANTS- RNSH
REUIE FRAME \\ RELTE FRAME TO MATCH \ REUTE FRAME
ALUMATCNE DOOR\ TO MATCH \ TO MATCH \ M MATCH
ALN,I \ \
ALUMATONE ALUMAIONE �'� ALATONE
\ \ DOOR FRAME \\ DOOR FRAME DOOR FRAME
SOLID FLUSH CLASSROOM nFULL GLASS DOOR nSOLID FLUSH BARN DOOR `�D BI—FOLD
A DOOR " GLASS DOOR WITH SIDE LITE DOOR W/ VENTS E W FULL GLASS DOOR PERMIT SET
1 PROPOSED PLAN DATE: DWN: RS
07/03/2019 CHK: TC
T - 3 SCALE: 3/16" = V-011 PROJ.#: SHEET: /lam
r
LEJ6"= PROP. PLAN
CEILING DEMOLITION GENERAL NOTES CEILING PLAN KEYNOTES CEILING PLAN SYMBOLS AO N/A 6" RECESSED LED DOWNLIGHT HALO ML56, 1200 SERIES WITH
WHITE TRIM. 4000K, 90 CRI. (D Z
I.T. ROOM #103, AND MECHANICAL ROOM #108: PROVIDE THERMOSTAT CONTROLLED MOUNT M Z O
1 SYMBOL SPECIFICATION (D
EXISTING CEILING TILES TO BE DEMOLISHED. CEILING GRID TO REMAIN UNLESS EXHAUST FAN ON TIMER. HEIGHT
1. 6" RECESSED DIRECTIONAL/WALL WASHING LED DOWNLIGHT 00
NOTED OTHERWISE. ADO N/A HALO ML56, 1200 SERIES WITH WHITE TRIM. 4000K, 90 CRI. O N V
O MECHANICAL #108: PROVIDE SURFACE MOUNT HIGH/LOW VENTS IN ROOM TO N/A EXISTING WALL
2. EXISTING LIGHTING TO BE DEMOLISHED UNLESS NOTED OTHERWISE. 2 ENHANCE AIR FLOW. /♦ — LO r- a-
N/A ITEM TO BE REMOVED 6" RECESSED LED DOWNLIGHT HALO ML56, 1200 SERIES ON \`
WAITING #100, RECEPTION #101, HALL 1 #102, DRS OFFICE #104, PAN #105, - - - - AEO N/A EMERGENCY BATTERY BACK-UP WITH WHITE TRIM. 4000K, 90 A w
3OCONSULT/FUTURE OP #106, HALL 2 #107, LAUNDRY #109, FUTURE OP #110, OP 1 CRI. p
#111, OP 2 #112: EXISTING CEILING GRID TO REMAIN, PROVIDE NEW TILE. O2 N/A KEYNOTE LO
CEILING PLAN GENERAL NOTES STAFF LOUNGE #119: IN THE RELOCATED RECESSED LIGHTS REPLACE EXISTING N/A 2'X4' COOPER, LED ENCOUNTER FIXTURE. 4000K, 90 CRI. w
4 $ STD SWITCH
FLUORESCENT LAMPS WITH NEW LED LAMPS, 4000K, 90+ CRI.
1' AT ALL OPERATORIES: PLACE LIGHT FIXTURES AND TILE ABOVE CHAIRS SO THATm
LIGHT FIXTURES LINE UP ON EITHER SIDE OF CHAIR. DENTAL CHAIR TO BE SO DEMOLISH ALL EXISTING IN CEILING SPEAKERS $1 STD THREE-WAY SWITCH G SEE SONNEMAN STIX 18" LED BATH BAR, BRIGHT SATIN U
CONFIRMED WITH DENTAL EQUIPMENT PROVIDER PRIOR TO LAYOUT OF CEILING. ELEVATIONS ALUMINUM FINISH, MODEL #2769.16, 3000K, 90 CRI. 0 U
$°$ STD SWITCH W/ OCCUPANCY SENSOR AND TIMER U
6O DEMOLISH ALL EXISTING IN CEILING EXHAUST FANS HALO LED UNDER CABINET LIGHTING HU10P, WHITE, LENGTHS Q
�_______�
2. MECHANICAL SYSTEM TO BE BIDDER DESIGNED. LOCATIONS OF HVAC GRILLES NOT TO N/A
INTERFERE WITH LIGHT FIXTURES, SPEAKERS OR CEILING MOUNTED EQUIPMENT. O STD THERMOSTAT p VARY. 4000K, 90 CRI. Q
CONTRACTOR TO PROVIDE HVAC BALANCING POST OCCUPANCY. W _
O N/A SPRINKLER HEAD N/A 12"X48" LED FIXTURE WITH PRISMATIC LENS. BIDDER a
3. CEILING GRID LAYOUT TO BE CENTERED WITHIN ROOM UNLESS SHOWN OTHERWISE. D DESIGNED, SUBMIT APPROVAL PRIOR TO ORDERING.
0 N/A EXHAUST FAN (BIDDER DESIGNED - FAN SPECIFICATION TO (A W V
LIGHT BE QUIET WHEN RUNNING) JESCO INFINA LED FLEXIBLE LINEAR STRIP LIGHT,
4 OTHERWISEURES TO BE CENTERED INSIDE THE CEILING TILE UNLESS NOTED �__=-_:_=__= N/A DL-AC-FLEX SERIES, WITH 1" WIDE CLEAR PLASTIC
F2 �
NEW GYP. BD. CEILING W/ METAL STUD FRAMING. HEIGHTS Z
VARIES VARYSEE PLAN. MOUNTING CHANNEL, 4000K, 90+ CRI. 2 �$
,
5. REFER TO ROOM FINISH SCHEDULE ON SHEET T-6 FOR CEILING PAINT COLOR. O W CO
ACT-2 SUSPENDED CEILING GRID AND TILE: SEE FINISH ABBREVIATIONS U
VARIES LEGEND ON T-6. SEE PLAN NOTE 3 FOR EXISTING GRID (E) EXISTING FIXTURE
LOCATIONS. W V w
ACT-1 SUSPENDED CEILING GRID AND TILE: SEE FINISH (RL) RELOCATE EXISTING FIXTURE Q
VARIES LEGEND ON T-6. SEE PLAN NOTE 3 FOR EXISTING GRID (D) REMOVE EXISTING FIXTURE
LOCATIONS.
(N) NEW FIXTURE
'ELECTRICIAN TO PROVIDE SUBMITTALS FOR APPROVAL PRIOR TO ORDERING LIGHT FIXTURES
I I 1 I 1 I i 1 I
1 I I I I I 1 I I
1 I I I I I I I I OP4
1 1 I I 1 I I 1 I 116
I
I I x I I I x I I x
I I I I I I I I I B I
I I I I I 1
I I 1 I I I 1 I I
i H L3
1 1 1 1 1 I I I ' ,*E1 4
')---+---+---'4----4---�----1---'�-
I I I I I I I I 1 i
I I I I I I 1 1 I i
I I I I I I I I FUTUR OP OP 1 OF 2 \
I 1 I I I I I I I 11 111 3 11 OP 3
5 i--- ' II --4--- I I --1---1-
I I\�(U) jl
\ / \ / \ / \ / \ / \ / I I \/ I I I \\i I 1 --- i Y R -
\ / \ / \ / \ / \ / \ / I I x I I I x I I
\X \X zb) \X \X \X \X I I \\ I I I -- Ito
-
/
\4 / -4----�-,I---I--- --�- B TV B B T B B T B
I I 1 I I I B
\ I 1 I I I I -
t 5 5 i i i i i i ----- -
\
- -
I I I 1 -_ � \'III
___L---LL I I I I I I I I I I 1 1 A i y ck
MQ __�___ FALL ►'A �/ I <
(+4Q) 51 I I I I I I I 1 I I I 1 I 1 107
CICU (RL) (+4 W.
_ 1 1 ��Yt
I - I I -- 1 OI T , 7 M+• O. �.
I I � 51 --1--- D) �"�` I - �----�--- I ---T---T--- � -T � 1 E) -
�A � � EQ� E
_ CRU - M
( A ---F'---' CD)b� LA NDRE EQ
3 118
]Ep
I - IIONS TI FU U�E 0 J\ STERILEA II E
3 1106 I /x\ /x\ \ / \ / �. i� 1 I I I I 1 1 11 113 B () �"� _{___T___4___ ___ ___ ___{___ ___ I/ \ / \ \/ \/ i \ I I I I I I I I I (N) I iN) 117 II__ ___%\ /% __ -- A rn. �. _ CNNM04
ECHANICAL w �_ _ II N)- - - - - - - - - - - - - - -- - - - - - - - - - -
108 I I B B - - - - - --- B II XR (RU` O
-T- 'F- i- i'- i- 't- i N) 4 `, LL O
(E) CE) C X ) ( 1 I I I I I I I �) - �y 3 - y1 I AF LOUNGE i D
H L 1 CRL D MD d'
(E
X N) 119
t El 02
i�(D b) • • • �• \/ - ui
I �4 RE EPTIO u T �y
1 ) /z\ - - - - - - - - - - - - - - - - - - - - O 'M1 A� 101
_ _. _
/ \ r
6 ® S D OFFI E (E) C ( )-� �E
(D O 104 ® -__ f chp�{� Q 7
%\\ E I WAI ING m
/ \ S 3 U O J
E E S Q
2
F- �
- - - - - - - - - - - - - - - - - Z
CO
O 0 Lo
r
DESCRIPTION DATE
v A JK\
PERMIT SET
DATE: DWN: RS
07/03/2019 CHK: TC
1 DEMO CEILING PLAN 2 REFLECTED CEILING PLAN PROJ.#: SHEET:
�- 4 SCALE: 3/16" = 1 '-0" T - 4 SCALE: 3/16" = 1 '-0" 3C6'LE 1'-0" T-4
R.C.P.
FINISH PLAN GENERAL NOTES FINISH PLAN SYMBOLS FINISH PLAN KEYNOTESZ o ?
1. ALL INTERIOR WALLS TO RECEIVE P-1 PAINT UNLESS NOTED OTHERWISE. XX ACCESSORY TAG O MECH. RM. #108: PROVIDE AND INSTALL HORSE MAT UNDER AIR COMPRESSOR do
AND VACUUM FOR SOUND ABSORPTION. O
014 U
2. PREP ALL FLOOR SURFACES TO RECEIVE NEW FLOORING AS SCHEDULED. FLOOR PATTERN DIRECTIONO _ � a MECHANICAL #108: ALL PLUMBING AND ELECTRICAL UTILITIES FOR COMPRESSOR \` U?
3. ALL EXPOSED GYP. BD. SURFACES TO RECEIVE PAINT. PREP ALL SURFACES AS AND VACUUM TO BE SURFACE MOUNTED. M W
sx PLUMBING FIXTURE TAG mr O 2
REQUIRED FOR NEW PAINT. PROVIDE (1) COAT OF PRIMER AND (2) FINISH COATS. In
4. CHANGES IN FLOORING MATERIALS, COLORS OR PATTERNS, THAT OCCUR AT THE ® IN FLOOR HVAC VENT O NOT USED L
LJ
FRAMED DOOR OPENING SHALL OCCUR AT THE CENTERLINE OF THE DOOR IN THE u
CLOSED POSITION, UNLESS NOTED OTHERWISE. SEAMS OF TILES TO CONTINUE V
FROM ONE ROOM TO ANOTHER, UNLESS NOTED OTHERWISE. ABBREVIATIONS = O
FM
U
5. FLOORING CONTRACTOR TO ORDER 10% ADDITIONAL CARPET TILE & LVT FOR (E) EXISTING V
TENANT'S BACK STOCK.
6. ALL FINISHES SPECIFIED TO BE IN ACCORDANCE WITH OSSC TABLE 803.9. (RL) RELOCATED d
7. RUBBER TRANSITION STRIPS BETWEEN CARPET AND LVT TO MATCH B-1. PROVIDE N
SUBMITTAL FOR APPROVAL PRIOR TO ORDERING. w V,
8. ALL RESTROOM WALLS AND CEILING PAINT FINISH TO BE EPDXY, Z Ln
NON—ABSORBANT. W m
2O q
W u o
OP4
116
I
I
I
I
I
I
I
I
HALL 3
0
"' PLUMBING FIXTURE LEGEND ACCESSORY SCHEDULE
EM
° S4
I FUT'RCE OR (E)® OP,1 ) OP2 OP3 #
t ITEM DESCRIPTION INSTALL
If`7� 11 S-1 (ADA RR) SINK: ADA COMPLIANT, T.B.D. HEIGHT
I) II 1u 11s FAUCET: ADA COMPLIANT LEVER HANDLE, T.B.D.
Ip O BOBRICK B-2620 SURFACE MOUNT PAPER TOWEL VARIES -
L717 DISPENSER SEE
ELEVATIONS
TV I F I MIRROR — BOBRICK B-165 2436, 24" X 36" CHANNEL SEE
L _ _ J S-2 (HAND SINK: KOHLER BOLERO DROP—IN BATHROOM SINK, O FRAME ELEVATIONS
_____ RU ( r I WASHING) MODEL #K-2610-SU, 131"X51", SATIN FINISH.
Ir , t1 I L J I FAUCET: ADA COMPLIANT LEVER HANDLE, T.B.D.
LvBOBRICK B-6867 DOUBLE ROLL TOILET TISSUE ADA
r-x ISI _ LVr-x s-2 ° — LvT-x Q I— -X J FOOT CONTROL: PROVIDE TAPMASTER FOOT CONTROL O DISPENSER HEIGHT
C T-X T-X T-X <
I I I I HALL 2 11 11 CPT-x
cE) I I � GRAB BARS — 18", 36" AND 42' ADA HT —
L = = = J 1oT L = = = J s OSEE
x cPr-z ®cE> I I CPT_g j _ _ _ S-3 SINK:ELKAY STAINLESS STEEL 20"X20"X10j" SINGLE ELEVATIONS
2 (STAFF & LAB) BOWL TOP MOUNT SINK, MODEL #SLPF2020103
CPT-x CPT-x FAUCET: CHICAGO FAUCETS, GOOSENECK FAUCET W
v LVT_x L; D RR BOBRICK 8-76717 COAT HOOK 40"H TO
3 WRISTBLADE HANDLE AND SPRAYER MODEL
LAE
los OI LL0N9U_LT1_F5f,,U_ffE
LVT-X I Lvr-x I is O TOP OF
T CE) STERILE , REF-2 I T-1 #1102—HA8E35-317A6
SND-' I 10 3 EYEWASH: IN LAB ONLY, PROVIDE GUARDIAN G1806LH HOOK PER
PAN 113 I I CPT-x # ADA
os 117Lvr-x S-4 SINK AND FAUCET INSTALLED AND PROVIDED BY1 EI ( ss DENTAL EQUIPMENT SUPPLIER. PLUMBER TO PROVIDE 6 SHARPS CONTAINER - OWNER PROVIDED AND
MEC'A08I 11 10-% L -I SINK HOOK UP. SEE DENTAL EQUIPMENT PLANS FORINSTALLED (NOT SHOWN ON PLAN)
- - - - - - - - - - - - - - - - - - - - - - - - REQUIREMENTS.
__ ________ LVT-x GLOVE DISPENSERS — OWNER PROVIDED AND NCPT-X STAFF LOUNGE T-1 TOILET, BIDDER DESIGNEDHALL 1 INSTALLED (NOT SHOWN ON PLAN) �_ 119 Q102I RECEPTION I WH-1 VERIFY EXISTING WATER HEATER WILL WORK FOR NEW MASK DISPENSER - OWNER PROVIDED AND INSTALLED ILL z
O
101 , ; _I- -- - - - - - - - - TENANT'S REQUIREMENTS. O (NOT SHOWN ON PLAN) z
% *PLUMBER TO PROVIDE PLUMBING SUBMITTALS FOR APPROVAL PRIOR TO Q
DRS OFFICE 103 11 r I / LARSEN'S ARCHITECTURAL SERIES FIRE EXTINGUISHER ADA W T C7
1oa ® s I ORDERING O CABINET, SEMI RECESSED, STEEL WITH FULL CLEAR HEIGHT
(E)EM GPT-x cE)
cE) ` 9 ACRYLIC PANEL AND BLACK LETTERING. CABINET TO D =w
WAITING TENANT PROVIDED EQUIP. LEGEND HOUSE 51b SIZE FIRE EXTINGUISHER. O U
------- 1oa 10 BOBRICK B-3947 RECESSED PAPER TOWEL DISPENSER SEE 0 z w
AND WASTE RECEPTACLE ELEVATIONS Z p
REF-1 TENANT PROVIDED REFRIGERATOR, PROVIDE ELECTRICAL i
CPT-x PER SPECIFICATION. 11 BOBRICK B-2921 SURFACE MOUNTED PAPER TOWEL SEE H O m
O DISPENSER ELEVATIONS U
- - - - - - - - - - - - - - - - - J
REF-2 (UNDER TENANT PROVIDED UNDER COUNTER REFRIGERATOR. * 2
COUNTER) PROVIDE ELECTRICAL PER SPECIFICATION. ACCESSORIES TO BE CONTRACTOR PROVIDED AND INSTALLED UNLESS
NOTED OTHERWISE.
WD-1 VERIFY EXISTING ELECTRICAL, PLUMBING AND Z Lo
CD
Lo
VENTILATION WILL WORK WITH NEW TENANT PROVIDED Q
STACKING WASHER AND DRYER.
DESCRIPTION DATE
PERMIT SET
1 FINISH FLOOR PLAN DATE DWN RS
07/03/2019 CHK: TC
T - 5 SCALE: 3/16" = V-011 PROJ.#: SHEET: G
SCALE: J
3/16"= 1'-0" FINISH PLAN
ROOM FINISH SCHEDULE FINISH LEGEND
Z
WALLS CLG CLG E
ACT-1 MFR: ARMSTRONG
NO. NAME FLOOR BASE NOTES Z o T-
N S E W MAT'L PAINT STYLE: CORTEGA o
SIZE: 24"X24" 0
N U
100 WAITING P-X WD-X P-X P-X CPT-X B-X ACT-1 NONE _ � W
ACT-2 MFR: ARMSTRONG
101 RECEPTION P-X ACT-1 STYLE: CORTEGA SECOND LOOK
SIZE: 24"X48" p W
102 HALL 1 ACT-2 = ~ Lo
B-1 MFR: JOHNSONITE W
103 1.T. STYLE: 4" COVED WALL BASE V
COLOR: 00
104 DRS. OFFICE TRANSITION STRIPS TO MATCH BASE COLOR _ m
O CU
105 PAN CPT-1 MFR: U U
106 CONSULT/ FUTURE COLOR:
OP
SIZE:
107 HALL 2 INSTALLATION METHOD: _
SEE FINISH PLAN X/T-X FOR PATTERN DIRECTION W
108 MECHANICAL LVT-X GYP. BD. P-X
109 LAUNDRY ACT-2 NONE LVT-1 MFR: Wqq-
110 FUTURE OP STYLE:
COLOR: Z L0
111 OP 1 SIZE: u
INSTALLATION METHOD: LLI m
112 OP 2 SEE FINISH PLAN X/T-X FOR LAYOUT O j U
> U
113 STERILE
P-1 (GENERAL & MFR: W V
CEILING) COLOR: Q
114 HALL 3 CPT-X FINISH: SATIN
115 OP 3 LVT-X
P-2 (ACCENT) MFR:
116 OP 4 COLOR:
FINISH: SATIN
117 LAB
P-3 (ACCENT) MFR:
118 ADA RR GYP. BD. P-X EPDXY PAINT ON WALLS AND CEILING COLOR:
FINISH: SATIN
119 STAFF LOUNGE ACT-2 NONE
PL-1 MFR:
COLOR:
FINISH:
PL-2 M FR:
COLOR:
FINISH:
PL-3 M FR:
COLOR:
FINISH:
PL-4 MFR:
COLOR:
FINISH:
SS-1 MFR:
SIZE:
COLOR:
SS-2 MFR:
SIZE:
COLOR:
T-1 MFR:
SERIES:
COLOR:
SIZE:
GROUT:
SEE ELEVATION X/T-X FOR LAYOUT
T-2 M FR: r�
SERIES: ccy
COLOR:
SIZE: O v
GROUT: z O
SEE ELEVATION X/T—X FOR LAYOUT p
Z Q
*CONTRACTOR TO PROVIDE FINISH SUBMITTALS FOR APPROVAL PRIOR TO ORDERING. LU T 0
2 1.
U
U w w
O
C) 7 cn
Lcn
ZO = o
J
O m
U
p x
H
U)
Z m
O QLo
DESCRIPTION DATE
PERMIT SET
DATE: DWN: RS
07/03/2019 CHK: TC
PROJ. #: SHEET: //,��
SCALE: V
N.T.S.
SCHEDULES
Z
)KNOTEi UPPER Z O
s'-o• CABINETS TO EXTEND r
TO CEILING, TYP. O N co
24'X36' MIRROR- EQ EQ f�- d
SEE ACCESSORY
SCHEDULE T-5 CLEAR GLASS PANELS � �EPDXY PAINT, IN 2 END DOORS WITH M W
_ _ _= 1 =_�_= PLEXIGLASS SHELVING :D
rL TYP, z /�/ m
SS-X COUNTERTOP _ _ -__ _= PL-X UPPER &
W/ 4' \ LOWER CABINETS V W
I 54• MIN.
BACKSPLASH \ i -- --�__-___ m
T — SS-X �COUNTERTOP \ 39' - 41' MIN. ;, \\. \ / 2' VALANCE FOR UNDER m
-----
PL-X CABINET, BA 4 - CABINET LIGHTING U
NO TOE KICK BACKSPLASH \ o (�
3s' \ b T-X MOSAIC TILE,
-o• I NO GROUT AT THIS TILE
O N Vf
o' TOILET PAPER ~ 4Y SS-X COUNTERTOP
DISP. 36' FROM PL-A CABINET, / & WATERFALL SIDE Q
BACK WALL NO TOE KICK / ❑ / UJ f- d
c I g b REF. n�__ _____ ___= T-X WALL TILE WITH y8'
i n Z it / r ' N DIMS. GROUT LINE, TYP. (/�
it M - 4' BASE B-X 4' BASE B-X / 4' BASE B-X "� I < / / W �
- 4 BASE B-X B-X 4' TOE KICK
mz
18" ClR 1'-8• CLR ED EQ EQ ! Lu m
2'-0• so• cLR. L 2,-0, M--� s•-0• s—a Q U
U
Wu
1 ADA RR 118 2 ADA RR 118 3 ADA RR 118 4 ADA RR 118 5 BEVERAGE STATION 0
T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0"
ANGLED ANGLED
NOTES UPPER
CABINETS TO EXTEND
TO CEILING, TYP.
)KNOTE+ UPPER
CABINETS TO EXTEND PL-X UPPER CABINETS
i TO CEILING, TYP. i
SS-X TRANSACTION TOP
PL-X UPPER CABINETS
SS-X lu)
TRANSACTION TOP ;� PL-X CUBBIES, ALL
3'— ' EXPOSED SURFACES
a
r-e ANBD I•-2 SS-X TRANSACTION TOP AN EQ EQ EQ ED EQ p
PL-X COUNTERTOP o 0
& WATERFALL _ PL-X COUNTERTOP,
END PL-X COUNTERTOP & w W BACKSPLASH &
lHHH
PL-X FACE
-o WATERFALL END
WATERFALL END W _
n to -�
I o io
STEEL BRACKETS n � � m m PL-X DIE WALL
AS NEEDED I `OPEN\ u ;OPEN; STEEL BRACKETS
B-X 4' TOE KICK FILE FILE AS NEEDED
B-X 4' BASE -
B-X 4' TOE KICK
3'-0' 7'-2• ANGLED 2'-8' — 1 —3• 6'-7k ' —3•
10'-2' ANGLED 9•_2 "
co
N
11
RECEPTION DESK- FACE r-7 � RECEPTION - SIDE RECEPTION DESK- INTERIOR ° z 8 F- o
T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" of
w �_
UUP
o
C) Z
o2
4•-94• 1- O Do
EQ EQ IKNOTE1 UPPER >IINOTE: UPPER xNOTEz UPPER Q
J
�— * CABINETS TO EXTEND CABINETS TO EXTEND s', CABINETS TO EXTEND _
TO CEILING, TYP. TO CEILING, TYP, `� TO CEILING, TYP.
- TEMPERED CLEAR o PL-X UPPER & c PL-X UPPER & Z LL Lo
W �- -- �__ __ GLASS WINDOW m =7--- LOWER CABINETS W LOWER CABINETS O Q u')
-___AD7' VALANCE FOR 7' VALANCE FOR r
PL-X UPPER CABINETS PAPER TOWEL PAPER TOWEL
/ TIMELY ALUMATONE i i
I __
-- ------- - -- ---- ' DISPENSER, B-2621
\ / SS-X TRANSACTION TOP �o FRAME M J , DISPENSER, B-2621 DESCRIPTION DATE
-- M SS-X COUNTERTOP
4'-3 ' 7j' ! ` o & 4' BACKSPLASH o SS-X COUNTERTOP
o PL-X COUNTERTOP \\ PL-X COUNTERTOP I I
r & 4' BACKSPLASH & 4' BACKSPLASH N it & 4' BACKSPLASH
Ya' REVEAL, PAINT
PL-X CABINET BLACK Y4' REVEAL, PAINT
CUT OUT FOR til o 'IK
GARBAGE, GE o FACE
BLACK EDGE DOOR TO
OPEN-!' STEEL BRACKETS , -� DOORS VENTS IN --j
I BAND ❑PENING i BE FLUSH WITH
a AS NEEDED B-X 4' BASE �. \ COUNTERTOP EDGE
B-X 4' TOE KICK B-X 4' TOE KICK
B-X 4' TOE KICK B-X 4' TOE KICK
EQ 5'-0' EQ 3'-4" 1,_7• 1•-9�
PERMIT SET
RECEPTION INTERIOR CONSULT # 106 PAN # 105 HANDWASH HANDWASH [3/8"
ATE: CHK: RS
- /03/2019 CHK: TC
9 10 11 12 13
ROJ. #: SHEET:
T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" T - SCALE: 3/8" = 1 '-0" T - T SCALE: 3/8" = 1 '-0" T - T SCALE: 3/8" = 1 '-0"
CALE: T-7
= 1'-0" ELEVATIONS
z
10'-01.
DC Z
2co 00
EQ E0 EQ EQ )KNOTE: UPPER O (V U
CABINETS TO EXTEND — L
0 oZ TO CEILING, TYP. M W
WHITE MELAMINE
ADJUSTABLE
mr
SHELVES ON K&V TEMPERED CLEAR PL-X COUNTERTOP •� gL�_ ___�__ ___�__ ___ __ ___�___ _ �___ ___�___ PL-X COUNTERTOP W
BRACKETS GLASS WINDOW WITH & 4' BACKSPLASH & 4' BACKSPLASH V
n ii
ANDHBOTTOM ANNELS AT TOP 8' TRASH GROMMET m
TD U
1' RADIUS, EACH SIDE iv
U U
11
PL-X CABINETS PL-X UPPER & j
AV-_ �_ _ _ �_ _ _ �_ _ _ �= LOWER CABINETS
- - - Q
—B-X 4' TOE KICK bi B-X 4' TOE KICK � F-
. 2
i o 1
u B-X 4' BASE W _ -_ / - -_ =J= _ _ =J= �_ =j= N04
N ui �
4'—Q' 3'-6' Cl1'-9' 51 —010' 1'-3' 1.l EQ EQ 10—0i• EQ EQ G
2•_11�•
O U
W u o
1 MECH . # 108 2 STERILE # 113 3 OP 3 # 115 4 HALL 3 # 114
T - g SCALE: 3/8" = 1 '-0" T - g SCALE: 3/8" = 1 '-0"
T - g ALE: 3/811 = 1 1-011T -g ALE: 3/8" = 1 '-0"
11'-0' 3'-6'
EQ EQ EQ EQ )KNOTE: UPPER 22' CLR. 1 —8 xNOTE: UPPER
CABINETS TO EXTEND CABINETS TO EXTEND
o / \ / \ / \ / \ TO CEILING, TYP, TO CEILING, TYP.
ng� 1Ya' NOTCH UNDER
AD
m �_-- __� �_-- __-- -/_-- __-- --_---__ m PL-X UPPER AND COUNTERTOP FOR LED
n WHITE MELAMINE PL-X UPPER & 1===
ADJUSTABLE LOWER CABINETS a LOWER CABINETS STRIP LIGHTING TYPE
__- --/ -\--- --/. .\------/- ----- --/ 'F', REFER TO
SHELVES ON K&V - \- __ -_�- __ __�- _- --�- _= Z VALANCE FOR UNDER •i r ADJ--
u n BRACKETS __ , _ 16'D MICRO, SHELF CEILING PLAN
CABINET LIGHTING SYMBOLS ON T-4 FOR
V-6' V-2' LIGHT SPECIFICATION
o PL-X COUNTERTOP •o PL-X COUNTERTOP 1
N & FULL BACKSPLASH & 4' BACKSPLASH
PL-X TO WRAP ALL
n SIDES INTO NICHE
PLASTER DRAWER,
1 — FULL EXTENSION
o P�7CSrE / \ _ -_ --\_ --ate HEAVY DUTY GLIDES REF. 2' RECESSED NICHE
• vrr FOR TILE- T-X TILE
Ow VFY ---- - - --- ---- -- - .� / E
DIMS j I aDVFY. z LASTER -_BDA FIXED PANEL INSTEAD i v ❑N FACE OF NICHE
B-X 4' BASE ntMs. FY / =._ =�_ =y= __�= ---- ❑F DOOR DUE TO N B-X 4' TOE KICK
1v
\ /
DIMS WALL ANGLE B-X 4' TOE KICK
_ B-X 4' TOE KICK
V-8' Cl V-472'-0' MIN V-2r EQ EQ 2'-0' MIN 1'-6' 1
3'-8' 3'-2' CLR. 2'-8'
5 LAB # 117 6 LAB # 117 7 STAFF # 119 g RECEPTION DESK SECTIONco
N
l/ _nJ N
0 v �
T -g SCALE: 3/8" = 1 '-0" T - g SCALE: 3/8" = 1 '-0" T - g SCALE: 3/8" = 1 '-0" T - g SCALE: 3/8" = 1 '-0" L` Z o
� o
z Q
LLI 00
UU W
0
Z
_o2
J
O m
0
x
U
z N Lo
O 0
CABINET GENERAL NOTES
1. PROVIDE GROMMETS FOR ELECTRICAL AT ALL CABINET DESCRIPTION DATE
ELEVATIONS. FIELD SET, VERIFY LOCATIONS WITH TENANT.
2 ALL UPPER CABINETS TO BE 12" INSIDE CLEAR UNLESS
NOTED OTHERWISE.
3. USE 3-1/2" DULL CHROME WIRE PULLS THROUGHOUT
UNLESS NOTED OTHERWISE.
4. SOLID SURFACE COUNTERTOPS TO HAVE EASED EDGE
PROFILE.
5. ALL EXPOSED SURFACES TO BE PLASTIC LAMINATE. SEE
ELEVATIONS FOR COLOR DESIGNATION.
PERMIT SET
DATE: DWN: RS
07/03/2019 CHK: TC
PROJ. #: SHEET:
SCALE: T- 4
8
3/8" = 1'-0" ELEVATIONS
STRUCTURAL NOTES
01.0 GENERAL NOTES 03.0 CONCRETE 06.0 WOOD FRAMING O Z
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: (0 �
to the extent shown. table below plus increase depending upon the plant's standard deviation as specified in ACI 318. 100
U
2. Contractor shall verify all dimensions and conditions on drawings and in field. 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.
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 includeBucks, blocking, bridging and mist. DF#3 or better °-
owner's representative of any discrepancies. minimum and maximum cure box temperatures. Structural 2x studs OF#2-19 percent M.C.
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. A W
lateral load systems is the sole responsibility of the contractor- Use Strength, Max W/C ratio, Max W/C ratio, Min cement Posts DF #1 - 19 percent M.C. LO
4. Compliance with all safety and OSHA requirements is the sole responsibility of the contractor. 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 AW PA 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
apply. 2. Framing anchors,joist hangers, post caps, etc., shall be bySim son Strong-Tie'. Install per
m
7. Design Criteria: MINIMUM Mix Requirements: manufacturer's recommendations for tabulated maximum capacities with fasteners installed in all U
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 Q U
Table 1604.5 Risk Cate or II 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 U
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
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 a
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
representative. Any hanger producing a load over 200 lbs. shall have additional framing installed to mixes with supplementary cementitious material. panels. N
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. UJ 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 f�_
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. U-)
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
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 width W m
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 V
compatibility of multiple source admixtures. least 5/8-inch from the face of the stud. U
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
02.0 FOUNDATIONS wood trusses. O
9. Lag bolts shall be installed in lead holes as follows:
1. The soil pressure used for design west 500 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. u C T u
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 s� ED PROF a<
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. Q F
excavations. c. The threaded portion or the screw shall be inserted in its lead hole by turning with a wrench, not by � 0 1 N e ss/O
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
4. Use smooth edged backhoe bucket without teeth to excavate footing trenches, and clean all footing facilitate insertion and prevent damage to the screw. 89 r
excavations of loose material by hand. 71 -
5. Comply with specifications and geotechnical report recommendations for all fills and excavations. O GON
6. Excavations may be made under continuous footings for pipes. Back fill with 3/4-inch minus crushed y IT
rock compacted in 8-inch lifts to 95 percent modified Proctor maximum dry density per ASTM D1557 �G �y 25, �� O
or AASHTO T-180. C( 4 S E I?
7. Fill material shall consist of soil approved by,a geotechnical engineer that is compactable to the
following limit under the weather conditions at the time of construction. Maximum particle size of fill to
be less than 4-inch diameter. Scarify and dry soils if required or use a granular material. Place fill in RENEWS: 12-31-2020
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.
(E) BM PER PLAN (E) TRUSS 4724„0 C_
I I
HEADER POST PER PLAN
(E) DBL TOP PL
CUT, REMOVE AND REPLACE REPLACE (E) STUDS
(E) 2x FLOOR DECKING AS
REQUIRED
_ V• 3
O, S2.0
-- tip (3)M TYP EA. - -
POST END
> (2) SIMPSON A34 rico O
EACH SIDE OF POST �QJ C41
rya
Lu
>
❑
W (3) 2x6 J�
LL VERIFY CONT POST POST
4x6 POST
z (2) SIMPSON A34 AND BEAM TO (E)
cog (E) STUD- TO HDR FOUNDATION NOTIFY --- - 00
° WALL ENGINEER IF OTHER (3)2x6 POST w I (EJ?k c
HEADER CONDITION IS FOUND - ✓O/ 04
04
PER PLAN ST�T 7 " r--
(E) BM s
SIMPSON PB46 SIMPSON LCE4 2 LL z O
BASE NAIL EA. HOLE POST CAP EACH p p
1 n S2.0
SIDE OF HDR ~Z
- -- S2.0 > Q
U 3" (3)#4 EA WAY BOTTOM P \ (3) POST W T C7
CLR POST PER PLAN (E) TRUSS
RU - 6F (3)2X10 v y Pf
1 2'-O" SQUARE 2 SSAT24"O.0 )2k✓O/5T 00 LLJ
- qr, m O I-
52.0 1„= 1,_0:: S2.0 1.= 1,_0,: 8"O c X I p z �
-- - - - W ZZ = o
MI 8 I- O m
w j C
CO
H,^ �
N
(E) TRUSS (N) 2x DBL (E) BM LO
O CD
BOT CHORD TOP PLATE Q
N
A
m DESCRIPTION DATE
0
C]
O
N
(E) DBL TOP
(E) BM a
PLATE
m
r(NR - M
ml w o
LAN w .6
ro
ON LCE4CAP EACH (E) BM
F HDR
- d
N
HEADER POST ------ - \ \ T PERMIT SET
PER PLAN a
N
NORTH >-
SECTION A-A
? DATE: DWN: RS
`0 6/20/2019 CHK: TC
Q �
3PROJ. #: SHEET:
PARTIAL ROOF PLA
52.E 3/16„ = 1,_0,. N S2 . 0
o SCALE:
1 3/16"= 1'-0" FRAMING PLAN
®2019 WDY,INC.