PROJECT TITLE: GRANDVIEW MEDICAL CENTER...COL contractor CORR CONTR corridor column FRT fire...

EQUIP equipment

perimeterPERIM

janitorJANbasementBSMTgalvanizedGALV

CPT carpet

glassGL

gypsum boardGYP.BD.

CY cubic yardCTC center to center

general contractor

gypsum board ceilinggypsum board soffit

gypsum board bulkhead

GCGBSGBCGBBcrash rail

CRBCR

ceramic tilecourse(s,ing)

CTCRS

coved resilient base

futureFUT

footingFTG

FA fasten, fastener

existingEXIST

CONST construction

CLS closure

CL centerline of

CH channel

gage, gaugeGA

caulk(ing)CLK

CLO closet

BUL bulletinBUR built-up roof

framefireproof(ing)

FRFP

ceramic mosaic tile

clear

CMT

CLR

furred(ing)

feet or foot

FUR

FT

continuousconcrete

CONTCONCCOL

contractorCORRCONTR

corridor

column

FRT fire retardant

concrete masonry unitCMU

each wayEW

exterior

EXP

EXT

exhaustEXHexpansion

face brickFBFDFE

fire extinguisher cabinetfinish floor elevationFFE

FFLFGL

FEC

cabinetcarpet basecubicle curtaincubicle curtain trackcubic feet

foundation

FHCFINFLRFND

face of concreteface of masonry

FOCFOM

contr. furnished, contr. installedcorner guard

chamfercircumferencecontrol joint

ceiling

contract limit line

floor drainfire extinguisher

finish floor linefiberglassfire hose cabinetfinish(ed)floor(ing)

CABCBCCCCTCFCFCICG

CHAMCIRCCJ

CLG

CLL

mouldingMLD

marker boardMRKBD

movableMOVmasonry openingMO

mount(ed),(ing)metal

MP

MTMTL

multi-paint

mediumMED

LTWT lightweight

LTG lightinglightlow point

LTLP

LAM laminated

KO knock out

PTD paper towel dispenser

LVR louver

PLPG

plastic laminateplate glass

plaster

PNLPLWDPLSTRPLC

pounds per square footPSFPRPP

panel

pairpush plate

plywood

plastic laminate clad

PSI pounds per square inch

jointJT

kitchen

kick plate

length, long

lavatory

KIT

KPL

L

LAVLBL

linear footlong leg horizontallong leg vertical

level

masonry

lintel

LFLLHLLV

LVL

MAS

LTL

label

mechanical

manufacturer

maximum

miscellaneousminimum

MAXMECH

MFR

MISCMIN

MAT material

EIFS ext. insulation & finish sys.

BC bottom of curb

ASPH asphalt

depth, deepD

detaildemolitiondouble

DETDEMODBL

dimensiondiagonaldiameter

DIMDIAGDIA

drinking fountainDF

anchor bolt

door openingDODN

drawer

downspoutdoor

DWRDWGDSDR

acousticaladdendumadjustableabove finish flooralternatealuminumanodized

above

drawing

down

expansion bolteacheast

EBEAE

electric(al)elevationexpansion joint

each face

ELECELEJ

EF

access panelarchitectural

boardbumper guardbituminous

equalelevator

EQELEV

blockingbench mark

bearing platebearingbrick

bottom

building

both sides

ABABVACOUSADDADJAFFALTALUMANODAPARCH

BDBGBITUMBLDGBLKGBMBOTBPLBRGBRKBS

pre-formed composite metal panel

owner furnished, owner installedowner furnished, contr. installed

NC no ceiling

PCMPPCC pre-cast concrete

MTLFUR metal furringMUL mullion

HT heighthigh pointHP

GMU glazed masonry units

ounceOZ

NOMNO

nominalnumber

on centerOCOA

outside diameter

OHOFOIOFCIOD

overhead

overall

openingOPG

P

OPP

particle boardPBDpaint

opposite

gravelgrab bargrade

hardboard

height, high

groutGRVLGRBGR

HDBD

H

GT

hardwood

hollow core

heating, ventilating, air-conditioninghorizontal

hollow metalHDWDHDW

HC

HVACHORZ

HM

interiorinsulationinclude(d),(ing)

invertINTINSULINCL

INV

inside diameterID

hardware

not to scaleNTS

millwork

north

not in contract

MWK

N

NIC

A-0A-1A2-1A3-0A5-1A6-1A11-1

CODE COMPLIANCE PLANDEMOLITION PLANPHARMACY CLEAN RM. PLANDOOR SCHEDULE, WALL/FRAME TYPE, DETAILSREFLECTED CEILING PLAN - ROOF PLANINTERIOR ELEVATIONSFINISHES AND FINISH PLAN

GRAVEL

NOTE REFERENCE

LINTEL TYPE

METAL

BRICK

CONCRETE

CEILING HEIGHT

CONCRETE MASONRY UNIT

REFERENCE DRAWING NUMBERDETAIL NUMBER

COLUMN REFERENCE

TEST BORING WALL TYPE

DOOR NUMBER

WINDOW NUMBER

L-1

PLASTIC LAMINATE

SHIM

WOOD, FRAMING

WOOD, FINISH

PLYWOOD

LOUVER TYPE

ELEVATION LETTER

REFERENCE DRAWING NUMBER

REFERENCE DRAWING NUMBERSECTION NUMBER

EXISTING POINT ELEVATION

NEW CONTOUR

NEW POINT ELEVATION

EXISTING CONTOUR

INSULATION, BATT

INSULATION, RIGID

GRID LINES

PROJECT TITLE:

ABBREVIATIONS:

SYMBOLS LEGEND:

PROJECT TEAM: DRAWING INDEX:

CARD READER

COVER

ELEVATION

MTL STUD

ARCHITECTURAL

EARTH

GYPSUM BOARD/PLASTER

SVGC suspended vinyl gypsum ceilingrough openingROROWRUB

right of wayrubber

windowwood

weight

waterproof(ing)waterstopwainscot

welded wire meshwall to wall

WINWD

WTWSCT

WPWS

WWMWTW

quantityQTY

PTN partitionpolyvinyl chloridePVC

QTQTR RD

quarry tilequarter round

radius

reference

RADRDREFREINF

requiredresilient

revision

REQ'DRESILRETREV

roof drain

reinforcing

return

reflectedRFLRM

riserR

room

TMPRD tempered

TEL telephonetop of curb

temporarytongue and groovethick(ness)

top of pavement

top of slab

tread

toilet paper dispenser

TC

TEMPT&GTHK

TP

TSTTSL

T

TPD

typicaltop of wall

verticalvinyl composition tilevapor barrier

west, width, wide

vinyl wall coveringveneer

TWTYP

VERTVCTVB

W

VWCVNR

top of steel

water closetwood base

WCWB

sanitary napkin dispenserSND

STRUC structural

STD standardSTLSTOR storage

steel

SSTL stainless steelSS solid surfacingSQ square

SGC suspended gypsum ceiling

suspendedsheet vinyl

SUSPSV

southsuspended acoustical ceilingsanitary

SSACSAN

soap dispenserSCHSDSEC

solid coreSCschedule

section

sheetsimilar

space

SHTSIM

SP

specialSPECSPLSPM

square foot

specification

single-ply membrane

SF

unit dimensionunderwriters laboratoriesunfinishedunless noted otherwise

UDULUNFUNO

verify in fieldVIF SET NO. SEALfield verifyFV

gypsum wall boardGWB

GLBLK glass block

gypsum boardGB

ROOM NUMBERROOM NAMEWAITING

107

3 REVISION NUMBER& TYPE

405 GRAND AVE. DAYTON, OHIO 45409JULY 24, 2019 - FIT OUT AND MEP

GRANDVIEW MEDICAL CENTER

USE GROUP: I-2 (HOSPITAL)

CONSTRUCTION TYPE: 1-A (UNLIMITED AREA)

RENOVATED AREAS: PHARMACY CLEAN RM - 3,358 SQ. FT.

FIRE SUPPRESSION: FULLY SUPPRESSED IN AREAS OFRENOVATION

NUMBER OF STORIES: 5

OCCUPANT LOAD REMAINS UNCHANGED AND NO NEW AREAWILL BE ADDED TO THE BUILDING.

* N.F.P.A. 101 - LIFE SAFETY CODE, 2012 EDITION.

* THE OHIO BUILDING CODE, INCLUDING THE MECHANICAL,ELECTRICAL

EXISTING CONSTRUCTION IS SHOWN TO DEMONSTRATEINTEGRATION OF THE NEW WORK WITH THE EXISTINGSYSTEM OF FIRE AND SMOKE BARRIERS. THE EXISTINGCONSTRUCTION SHOWN IS PRESUMED TO BE INCOMPLIANCE WITH APPLICABLE CODES.

CODE COMPLIANCE PLANS INDICATE RATED WALLCONSTRUCTION, FIRE SEPARATION AND SMOKEPARTITIONS IN CONFORMANCE WITH APPLICABLE CODESFOR NEW AND REMODELED CONSTRUCTION.

THE DRAWINGS HAVE BEEN REVIEWED FOR CONFORMANCE TO:1.

AND PLUMBING CODES, 2017 EDITION.

2.

3.

CODE AND STANDARDS:

CODE DATA:

480 VANTAGE POINT, SUITE 201PROJECT ARCHITECTSPINNACLE ARCHITECTS

DAYTON, OHIO 45342

DAYTON, OHIO 45409MECHANICAL ELECTRICAL CONSULTANTS1400 WEST DOROTHY LANE

HEAPY ENGINEERING

AREA OF WORK

O

MICHAEL

7744TAYLOR

T.

OTSTA

OE FIH

EST

E

I

GR

T

H IRDRE A C

C

TE

PHARMACY CLEAN RM.(USP 800 COMPLIANCE) RENOVATION

VICINITY MAP: N

SHOP DRAWINGS SHOWING MORE DETAIL ONPRODUCT SPECIFICATIONS & INTERIORELEVATIONS & STOREFRONT WALLS &MOVEABLE & FIXED EQUIPMENT.

CARTER HEALTH/ MIDWEST MEDICAL SYSTEMS

CHP 101 GENERAL INFORMATION, CALCULATIONSCHP 201-202 FLOOR PLANSCHP 301-305 SECTIONSCHP 401-404 WALL ELEVATIONSCHP 501 CEILING PLANSCHP 601-603 CUT SHEETS AND SPECIFICATIONSCHP 701 NOT USED

LEGEND, SPECS AND SHEET INDEXELECTRICAL SCHEDULESSINGLE LINE DIAGRAMBASEMENT AND ROOF PLANSFIRST FLOOR - ELEC. DEMOLITION PLANFIRST FLOOR - LIGHTING PLANFIRST FLOOR - POWER & SYSTEMS PLAN

E001E002E003E004E101E201E301

M001

M002M003M004M005M007M008M101M201M301

MECHANICAL LEGEND, GENERAL NOTES, INDEXOF DRAWINGSMECHANICAL SCHEDULESMECHANICAL DETAILSMECHANICAL DETAILSMECHANICAL DETAILSMECHANICAL CONTROL SCHEMATICSMECHANICAL CONTROL SCHEMATICSPARTIAL FIRST FLOOR PLAN - DEMOLITIONPARTIAL FIRST FLOOR PLAN - NEW WORKHVAC ROOF

PLUMBING LEGEND AND SHEET INDEXSCHEDULES AND SPECIFICATIONSPARTIAL BASEMENT PLAN - DEMOLITIONPARTIAL FIRST FLOOR PLAN - DEMOLITIONPARTIAL BASEMENT PLAN - NEW WORKPARTIAL FIRST FLOOR PLAN - NEW WORK

P001P002P100P101P200P201

PLUMBING

MECHANICAL

ELECTRICAL

A1 - FLOOR PLANA2 - ELEVATIONSA3 - ELEVATIONS AND DETAILSA4 - SECTIONS AND DETAILSE1 - ELECTRICAL, DATA, PLUMBING PLANC1 - REFLECTED CEILING PLAN

MIDWEST MEDICAL SYSTEMS

BULLETIN NO. 1 - AUGUST 20, 20191

S0-1S1-0

STRUCTURAL NOTESFRAMING PLANS & SECTIONS

STRUCTURAL1

REFERENCED DESIGN CODE:OHIO BUILDING CODE (2017)

ENVIRONMENTAL LOADS:ROOF SNOW LOAD:

GROUND SNOW LOAD, Pg = 20 PSFFLAT ROOF SNOW LOAD, Pf = 24 PSFSNOW EXPOSURE FACTOR, Ce = 1.0SNOW LOAD IMPORTANCE FACTOR, Is = 1.2THERMAL FACTOR, Ct = 1.0

WIND LOAD:BASIC WIND SPEED (3 SECOND GUST) = 120 MPHRISK CATEGORY = IVWIND EXPOSURE = CINTERNAL PRESSURE COEFFICIENT = +/- 0.18MEAN ROOF HEIGHT = 66'-0"COMPONENT AND CLADDING TO BE USED FOR ALL ITEMS NOT

SPECIFICALLY DESIGNED BY ENGINEER OF RECORD:DELEGATED DESIGN SEALED BY P.E. BASED ON ASCE 7-10

EARTHQUAKE LOAD:SEISMIC IMPORTANCE FACTOR, Ie = 1.5MAPPED SPECTRAL ACCELERATION, Ss = 0.155

S1 = 0.072SITE CLASS = DDESIGN SPECTRAL ACCELERATION: Sds = 0.165

Sd1 = 0.115SEISMIC DESIGN CATEGORY = CBASIC SEISMIC-FORCE-RESISTING SYSTEM (RESPONSE MODIFICATION FACTOR) =[Reference: ASCE 7-10 Table 12.2-1]

H STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE (R=3.0)

SEISMIC RESPONSE COEFFICIENT, Cs = 0.0825ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE

GENERAL (ALL TRADES)1. IN ACCORDANCE WITH SECTION 1704 OF THE OHIO BUILDING CODE, SPECIAL

INSPECTIONS WILL BE REQUIRED FOR THIS PROJECT. SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE "SPECIAL INSPECTION REQUIREMENTS" SCHEDULE. ALL FABRICATORS SHALL SATISFY THE "FABRICATOR APPROVAL" PROVISIONS IN SECTION 1704.2.5.1 WHICH REQUIRES THE FABRICATOR TO MAINTAIN AN AGREEMENT A BOARD RECOGNIZED INDUSTRY TRADE ASSOCIATION CERTIFICATION PROGRAM OR A BOARD RECOGNIZED FABRICATOR INSPECTION AGENCY PER 4101:7-6-01 OF OHIO ADMINISTRATIVE CODE.

2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND REPORT ANY CONDITIONS SUBSTANTIALLY DIFFERENT THAN THOSE SHOWN TO THE ENGINEER.

3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS AND SPECIFICATIONS OF ALL OTHER DISCIPLINES. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK.

4. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

5. SHELL + MEYER ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES, AND SEQUENCES OF PROCEDURES TO PERFORM THE WORK.

DESIGN CRITERIA NOTES

GENERAL STRUCTURAL NOTES

DESIGN UNIFORM LOADS:DEAD LOAD: REFER TO DEAD LOAD TABULATION TABLESROOF LIVE LOAD: 75 PSFUNIFORM FLOOR LIVE LOAD [CONCENTRATED LOAD] :1. REFER TO OBC 1607.4 FOR CONCENTRATED LOAD APPLICATION AREA2. MINIMUM CONCENTRATED LOAD NOTED IN BRACKETS BELOW [ ]3. ADD 15 PSF FOR PARTITIONS AS NOTED BELOW (+15 PSF)4. LIVE LOAD REDUCTION - USED FOR COLUMNS AND FOOTINGS PER 1607.95. IMPACT LOADS - PER OBC 1607.9 AND 1607.13

CATWALK 40 PSF2ND FLOOR 75 PSF3RD FLOOR 75 PSF4TH FLOOR 75 PSF

POST INSTALLED ANCHORS1. INSTALL ALL ANCHORS PER THE MANUFACTURER'S PUBLISHED INSTALLATION

INSTRUCTIONS (MPII).2. WHERE NOT INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL

CONSIST OF THE FOLLOWING ANCHOR TYPES AS PROVIDED BY HILTI, INC.3. CONCRETE SUBSTRATE - U.N.O. USE 3/4" DIAM. HILTI 'HAS' THREADED RODS OR

HIT-Z ANCHOR RODS WITH HIT-HY 200 SAFE SET SYSTEM, ICC ESR-3187. MINIMUM EMBEDMENT 0'-6 3/4".

4. REINFORCING INTO CONCRETE - U.N.O. USE HILTI HIT-RE 500 V3 EPOXY, ICC ESR-3814. MINIMUM EMBEDMENT INTO CONCRETE 44x BAR DIAMETER U.N.O.

5. GROUTED CONCRETE MASONRY (INSTALLED IN WALL FACE) MIN. 8" GROUT AROUND ALL ANCHORS - U.N.O. USE 3/4" DIAM. HILTI KWIK BOLT 3 ANCHORS, ICC-ES ESR-1385. MINIMUM EMBEDMENT 0'-4 3/4".

6. GROUTED CONCRETE MASONRY (INSTALLED VERTICALLY IN TOP COURSE OF WALL) - U.N.O. USE 3/4" DIAM. HILTI KWIK HUS EZ SCREW ANCHORS, ICC-ES ESR-3056. MINIMUM EMBEDMENT 0'-6 1/4".

7. UNGROUTED CONCRETE MASONRY - USE THE HILTI HIT HY-70 ADHESIVE SYSTEM ICC-ES ESR-2682. U.N.O. STEEL ANCHORS SHALL BE 1/2" DIAM. HILTI 'HAS-E' CONTINUOUSLY THREADED ROD x 0'-4" MINIMUM EMBEDMENT. USE TWO APPROPRIATELY SIZED MESH SLEEVES PER ANCHOR.

DIVISION 5 - METALSSTRUCTURAL STEEL

1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC RECOMMENDATIONS AND CONFORM TO ANSI/AISC 360-10 AND AISC 303-10 INCLUDED IN THE 14TH EDITION OF THE "STEEL CONSTRUCTION MANUAL".

2. STEEL FABRICATORS SHALL BE AN AISC CERTIFIED SHOP AND SHALL SATISFY GENERAL (ALL TRADES) NOTE 1. OTHERWISE SHOP SPECIAL INSPECTIONS WILL BE REQUIRED.

3. UNLESS NOTED OTHERWISE, ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM SPECIFICATIONS:

WIDE FLANGE SECTIONS AND TEES ASTM A992 (50 KSI) STRUCTURAL HSS TUBING A500 Gr.C (50 KSI) STEEL PIPE A500 Gr. C (46 KSI) OTHER ROLLED PLATE/SHAPES A36 (36 KSI)

4. UNLESS NOTED OTHERWISE, BASE PLATE ANCHOR RODS SHALL BE ASTM F1554 (36 KSI) ; USE NONSHRINK GROUT C1107 (8000 PSI).

5. STRUCTURAL STEEL CONNECTIONS SHALL CONSIST OF 3/4" DIAM. HIGH STRENGTH ASTM F-1852 BOLTS AND/OR WELDS WITH E70-XX ELECTRODES. USE SHEAR TYPE CONNECTIONS SELECTED BY THE FABRICATOR FOR THE FACTORED SHEAR FORCES INDICATED ON PLAN IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR LOAD

AND RESISTANCE FACTOR DESIGN, U.N.O. USE 5/16" THICK DOUBLE ANGLE CONNECTIONS, (AS DETAILED IN THE AISC "MANUAL OF STEEL CONSTRUCTION"), U.N.O. ON STRUCTURAL DRAWINGS.

6. UNLESS NOTED OTHERWISE, PROVIDE CONTINUOUS 1/4 FILLET WELDS PER AISC REQUIREMENTS.

7. UNLESS NOTED OTHERWISE, ALL STRUCTURAL STEEL PERMANENTLY EXPOSED TO THE WEATHER, INCLUDING ALL BRICK LINTEL ANGLES AND PLATES, SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153.

8. COORDINATE ALL ROOF AND FLOOR OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, FRAME OPENINGS WITH L6x4x5/16" ANGLES TYPICAL U.N.O. CONTRACTOR TO VERIFY UNIT SIZES, WEIGHTS, AND LOCATIONS BEFORE ERECTION.

9. ALLOWANCE: FABRICATOR/ERECTOR SHALL ALLOW FOR 500# OF ADDITIONAL MISC. METAL FOR JOB SITE USE, IN PLACE, WHICH INCLUDES PLATES, ANGLES, ETC. TO COVER CORRECTIONS MADE ON THE SHOP DWGS. AND STEEL ADDED BY THE STRUCTURAL ENGINEER DURING FIELD OBSERVATIONS. FABRICATOR/ERECTOR SHALL ALLOW FOR 2000# OF ADDITIONAL STRUCTURAL STEEL FOR JOB SITE USE, IN PLACE, WHICH INCLUDES BEAMS, COLUMNS, ETC. TO COVER CORRECTIONS MADE ON THE SHOP DWGS. AND STEEL ADDED BY THE STRUCTURAL ENGINEER DURING FIELD OBSERVATION.

+ASSOCIATES INCSHELL MEYER

2202 S Patterson blvdDayton, OH 45409.1930ph.937.298.4631 [email protected]

STRUCTURAL ENGINEERS

Heapy Project No. 2018-05033

Kettering Health Network

Grandview Medical Center

KEY PLAN:

REVISIONS:

NOTES:

Date

Checked By

Drawn By

Job No. Sheet No.

No. Date Description

www.pinnaclearchitects.comPHONE: 937. 222. 1117 FAX: 937. 222. 4893

210 N. ST. CLAIR STREET DAYTON, OHIO 45402

AREA OF WORK

8-20-2019

S0-1

STRUCTURAL NOTES

JULY 31, 2019

TEE

JFR

PHARMACY

CLEAN ROOM RENOVATION

405 W. GRAND AVE. DAYTON, OHIO 45405

2019-05078

SPECIAL LOADS:SEE PLAN FOR SPECIAL LOADING CONDITIONS

1 8-20-2019 BULLETIN 1

IN ACCORDANCE WITH OHIO BUILDING CODE CHAPTER 17, OWNER SHALL ENGAGE AN INDEPENDENT 3RD PARTY SPECIAL INSPECTOR. RESPONSIBLITIES SHALL INCLUDE:1. POST-INSTALLED ANCHORS PER OBC TABLE 1705.3 (Post-installed anchors shall be qualified for use in cracked concrete and shall have passed the Simulated Seismic Tests in accordance with ACI 355.2. Special inspections apply to anchor product name, type, and dimensions, hole dimensions, compliance with drill bit requirements, cleanliness of the hole and anchor, adhesive expiration date, anchor/adhesive installation, anchor embedment, tightening torque, and the requirements of the manufacturer's installation instructions). PERIODIC2. STRUCTURAL STEEL INSPECTION PER TABLE 1704.3 (Verification of material/nutes/bolts, inspection of bolting in accordance with AISC 360 section M2.5, verify weld filler material and performance compliance in accordance with AWS D1.1, visual inspection of all fillet welds per AWS D1.1, also see OBC section 1704.3). PERIODIC3. NOTE THAT ALL STEEL FABRICATION SHALL BE PERFORMED BY AN AISC CERTIFIED FABRICATOR AS ALLOWED BY OBC 1704.2.5.1 OR ELSE THE SPECIAL INSPECTOR SHALL BE REQUIRED TO OBSERVE THE FABRICATION IN SHOP ON A PERIODIC BASIS.

SPECIAL INSPECTION

1

S1-0

1' - 3 3/8" 5' - 5 1/8" 9' - 0 1/8" 2' - 11 7/8" 6' - 6 7/8"

2' -

0"

12

' - 1

1"

16

' - 0

"2

4' -

4 1

/2"

11

' - 2

1/2

"

EXIST. 2 1/2" SLAB-ON-DECK

CATH.J

CATH.5

CATH.4

CATH.K

CATH.L

CATH.M

CATH.N

CATH.O

CATH.3b

CATH.3c

CATH.4c

CATH.5a

(E)

10W

F2

1(E

) 14

B26

(E) 14B22

(E)

14B

26

(E) 14B22

(E) W10X33 (E

) W8X

31

(E) W

10X33

A-A

S1-0

A-A

S1-0

AH

-24

7500

#

1" STEEL GRATING1"x1/8" BARS AT 1 3/16"o.c. CROSS BARS AT 4"o.c.

2

S1-0

W8X18

W8X18

W10

X3

9

W10

X3

9

W10

X3

9

W10

X2

2

W8X18

MIN.

5' - 0" 3' - 5" 3' - 0" 4' - 0"

MC10X8.4

7' -

4 1

/8"

16

' - 1

1"

3' -

10

5/8

"

9 1

/4"

W8X18

CATH.J

CATH.5

CATH.4

CATH.K

CATH.L

CATH.M

CATH.N

CATH.O

CATH.3b

CATH.3c

CATH.4c

CATH.5a

2' -

0"

12

' - 1

1"

16

' - 0

"2

4' -

4 1

/2"

11

' - 2

1/2

"

1' - 3 3/8" 5' - 5 1/8" 9' - 0 1/8" 2' - 11 7/8" 6' - 6 7/8"

(E) 8B10(E

) W8X

31

(E) W

8X31

(E) W

8X31

(E) 12B16.5

(E)

8B10

(E)

8B10

(E) W

8X31

(E)

12B

22

(E)

12B

22

4

S1-0

S1-0

B-B

2' -

3"

SEISMIC ANCHORS, SEE SECTION 4/21-0

31

' - 7

"

CATH.4

CATH.3b

CATH.3c

CATH.4c

73

1/2

"

AH-247500#

9 3/8"

1" +/-

EXIST. W14x26

1' -

6 3

/8"

3 1/2" 4' - 0" 3' - 0" 3' - 5"

MIN.

5' - 0"

3/162 SIDES

L5x3 1/2x5/16" L.L.V. CONT.

L3x3x5/16" POSTS AT 7'-6"o.c. MAX. PLUS POSTS AT EACH MC10x8.4. INCLUDE ONE 45 DEGREE KICKER AT MC10 POST

W10 DEFLECTION1/8" SELF WT.1/2" AH-24 (L/694)7/16" 40 P.S.F. LIVE LOAD3/8" 90mph WIND

BY HVACSEISMIC &WINDCONSULTANT

USE AISC 3/8" SHEAR CONN. w/(2)-3/4" DIA. BOLTS, TYP.

W8, SEE PLAN

L2x2x1/4" w/1/2" DIA. A307 BOLTS AT EA. POST

5/16" STIFF. EA. SIDE

PLATE 3/8"x7 1/2" TALL w/(2)-1/2" DIA. A307 BOLTS IN STD. HOLES

5"

KICKPLATE 1/4"x4" CONT.

PIPE 1 1/2" X-STR POSTS AT 6'-0"o.c. MAX.

HORIZONTALS MAY BE PIPE 1 1/2" STD.

109' - 8"

EXIST. CATH. LAB1ST FLOOR

100' - 3"

CATH.M

2' - 3" 7"

4"

ROUND ALL CORNERS

BAR 1/2"x3 1/2" EXTENSIONS AT TOP OF LADDER. DO NOT ANCHOR TO RAILING

3' -

6"

MIN

.

SEE 3/S1-0 FOR MC10 & STIFF.

SEE 2/S1-0

3/16

3/8"x4" PLATE w/1/2" DIA. A307 BOLT IN 9/16"x1 1/2" VERT. SLOT

BAR 1/2"x3 1/2" EACH SIDE. EASE EDGES, 2'-0" OUT-TO-OUT

7/8" DIA. A36 BAR RUNGS AT 12"o.c. LET THRU VERTICAL & FILLET WELD.

(2)-L3x3x1/4" x0'-3" EACH LEG w/1/4" DIA. x1 1/4" TAPCON (FOUR TOTAL)

2 1

/2"

3/16

FIELD ADJUSTACTUAL ELEV.

3/8" STIFF. PL. w/(3)-1/2" BOLTS ON FAR SIDE

109' - 10 1/2"

CATH.M

3' -

6"

MIN

.1

0 1

/2"

2' - 3"

EXIST. W14x22

NEW HSS8x6x3/8" CONT. 1" CLEAR OF BRICK TO 1" CLEAR OF NORTHERN ROOF. WELD BEFORE SETTING UNIT

3/16 4 AT 12

3/16 4 AT 121/4" x20" CONT.E.S. AT ENDS

PLATE 3/8"x7 1/2" TALL w/(2)-1/2" DIA. A307 BOLTS IN STD. HOLES

3/16

3/16

5"

KICK PLATE 1/4"x4" CONT.

PIPE 1 1/2" X-STR. POSTS, ALIGN w/W-BEAMS

HORIZONTALS MAY BE PIPE 1 1/2" STD.

3/8" STIFF. NS & FS

3/16 6

3/16 6

1" STEEL GRATING1/8 1 AT 12

GRATINGANCHORAGE

109' - 10 1/2"

EXIST. CATH. LAB2ND FLOOR

110' - 11"

CATH.J

CATH.K

2' - 0"

10"

1' -

0 1

/2"

1' - 1"

1" +/-

3/8" STIFF.

3/16 6

3/16 6

HSS8x6x3/8" SAME AS 2/S1.0 CAN SHIFT OFF-CENTER TO AVOID WALL-MOUNTED M.E.P.

3/16 4 AT 12

1/4"x40"CONT. AT

ENDS

EXIST. W14x22

CUT & PATCH BRICK TO INSTALL SEISMIC ANCHOR

SEISMIC ANCHOR PLATE, 3/8"x8" w/TWO 3/4" DIA. BOLTS IN 13/16"x1/2" VERT. SLOTS

PLATE 1/2"x8"x0'-9" w/TWO 1/2" DIA. HILTI HIT-HY 200 ANCHORS (6"c/c). SEE PLAN FOR TWO LOCATIONS

4"

W10 BEAM, CHIP FLANGE & EXTEND WEB AT SEISMIC CONN.

109' - 10 1/2"

1

S1-0

CATH.M

CATH.3b

CATH.3c

3

S1-0

10"

2' - 0"

PIPE 1 1/2" RAILING SYSTEM

3/16TYP. RUNG

L3x3 POSTS,SEE SECTION A-A

2' - 0"

CATH.M

2' - 3"

4"

5"

3/16

3/16EACH SIDE

PLATE 3/8"x7 1/2" TALL w/TWO 1/2" DIA. A307 BOLTS IN STD. HOLES

MC10x8.4 FROM W10x39 TO L3x3x5/16" POST. THREE 1/2" DIA. A307 BOLTS IN SSLT EACH END

MC10x8.4 STIFF. ALIGNED w/POST. (2) REQ.

PLATE 1/4"x4"x0'-5 1/2" w/TWO 1/2" DIA. A307 BOLTS IN SSLT

109' - 10 1/2"

1/8" = 1'-0"

EXIST. ROOF BELOW 1/8" = 1'-0"

EXIST. CATH. LAB 2ND FLOOR

+ASSOCIATES INCSHELL MEYER

2202 S Patterson blvdDayton, OH 45409.1930ph.937.298.4631 [email protected]

STRUCTURAL ENGINEERS

Heapy Project No. 2018-05033



KEY PLAN:

REVISIONS:

NOTES:

Date

Checked By

Drawn By

Job No. Sheet No.


www.pinnaclearchitects.comPHONE: 937. 222. 1117 FAX: 937. 222. 4893

210 N. ST. CLAIR STREET DAYTON, OHIO 45402

AREA OF WORK

As indicated

8-20-2019

S1-0

FRAMING PLANS ANDSECTIONS

JULY 31, 2019

JEY

BJV

PHARMACY



2019-05078

1/2" = 1'-0"

SECTION A-A

3/4" = 1'-0"

S1-0

1

3/4" = 1'-0"

S1-0

2

1. ALL STEEL TO HAVE PLAIN FINISH TO MATCH EXIST. PROVIDE PAINTED FINISH w/20-YR. WARRANTY. SEE ARCH.

1 8-20-2019 BULLETIN 1

3/4" = 1'-0"

S1-0

4

3/4" = 1'-0"

PLAN B-B

3/4" = 1'-0"

S1-0

3

UP 8R

5

3

4

8

13

14

CARDIOLOGY SUITENON-SLEEPING SUITE - 5,205 SQ. FT.

SUITE - 834 SQ. FT.

PHARMACY STAFF SUITENON-SLEEPING SUITE -2,483 SQ. FT.

CORRIDOR1526

MGR. OFC1545

ORDER ENTRY OFC1544

BULK STORAGE1537A

ADA STAFF TOILET1547

RECEIVING1548

CORRIDOR1527

PACKAGING1550 JAN

1533

POP1538

NARC RM1539

ORDER ENTRY1537

CHEMO RM1541

ANTI RM1542

IV RM1543

OFC1546

HD NON-STERILE1540

CORR.1535

1539

HVAC1542A

PHARMACY SUITENON-SLEEPING SUITE - 3,358 SQ. FT.CR

CR

CR

47 8"9'

-3"

CODE LEGENDNON-COMBUSTIBLESMOKE RESISTANTWALL PARTITION

1-HR RATEDSMOKE BARRIER

1-HR. RATED WALL

2-HR. RATED WALL

3-HR. RATED WALL

CODE COMPLIANCE PLAN

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47 8"9'

-3"

REMOVE EXIST. WALL PARTITIONREMOVE EXIST. DOOR, FRAME & HARDWAREREMOVE EXIST. CASEWORKREMOVE EXIST. PLUMBING FIXT. & CAP UTILITIESREMOVE EXIST. FLOORING & BASE & PREP FLOORSLAB FOR NEW FINISH MATERIAL SPECIFIED.EXISTING WALL PARTITION TO REMAINEXISTING DOOR, FRAME & HARDWARE TO REMAINEXISTING PTS TO REMAINREMOVE WINDOW.CUT STRAIGHT LINE WHERE FLOORING IS TOREMAINREMOVE PORTION OF WALL FOR NEW DOORINSTALLATIONSHORE EXISTING 2ND FLOOR STRUCTURE & WALLBEFORE REMOVING SECTION OF WALL FOR NEWOPENING -PROVIDE LINTEL ANGLES/BEAM OVERNEW OPENING IN THE BEARING WALL.REMOVE EXISTING LOCKERSDUST PARTITION & TEMPORARY CONST. ACCESSDOOR. PROVIDE STICKY MATS AND HEPAFILTRATION SYSTEM. ADJACENT PHARMACY"CLEAN SPACE" SHALL NOT BE COMPROMISED.REMOVE PORTION OF WALL FOR NEW ACCESSDOOR/FRAME INSTALLATION.USE CAUTION WHEN DEMOLISHING WALLS INTHESE MAIN POWER CONDUIT LOCATIONS.COORDINATE SAW CUTS/REMOVALS IN EXIST.CONCRETE WALL W/ ARCHITECT & STRUCTURALENGINEER.REMOVE ORIGINAL WINDOWS & FRAMES.

INFILL OLD WINDOW OPENINGS WITH FULL WYTHCMU'S - BEFORE CUTTING NEW RAMP OPENING &INSTALLATION OF NEW LINTEL.

1.2.3.4.5.

6.7.8.9.

10.

11.

12.

13.14.

15.

16.

17.

18.

19.

GENERAL DEMOLITION NOTES:ALL OBJECTS TO BE DEMOLISHED ARE SHOWN DASHED.

IF THE CONTRACTOR SUSPECTS OR DISCOVERSEXISTING PRODUCTS CONTAINING ASBESTOS/HAZARDOUS MATERIALS DURING THE COURSE OF THEWORK, HE IS EXPECTED TO STOP WORK AND ISOLATETHAT PRODUCT, NOTIFY THE OWNER OF ITS PRESENCEAND PROVIDE CLEAR ACCESS TO THE OWNER FOR ITSREMOVAL AND DISPOSAL.

THE GENERAL CONTRACTOR WILL BE RESPONSIBLE FORTHE COORDINATION BETWEEN THE PLUMBING,ELECTRICAL AND MECHANICAL CONTRACTORS BEFOREAND DURING DEMOLITION.

ALL PLUMBING AND ELECTRICAL DISCONNECTIONS ARETO BE TERMINATED AT THE NEAREST BRANCH. SEEPLUMBING & ELECTRICAL DWGS AND SPECS.

PROTECT ALL EXISTING TO REMAIN WALLS,CASEWORK, DOORS, WINDOWS, CEILINGS, FURNITURE& EQUIPMENT DURING DEMOLITION. REPAIR ORREPLACE ANY ITEMS DAMAGED DURINGCONSTRUCTION.

MAINTAIN ALL EGRESS PATHS AND FIRE RATEDASSEMBLIES THROUGHOUT CONSTRUCTION,INCLUDING PATCHING OF ALL HOLES EXPOSED INFLOOR CONSTRUCTION WITH 2 HOUR RATED FIRESAFING. BRACE & SHORE UP WALL ABOVE UNTIL NEWLINTEL CAN BE INSTALLED.

REMOVE ALL EXISTING FIXED MEDICAL EQUIPMENTAND RETURN TO OWNER.

PROVIDE HEPA FILTERS AND PROPER INFECTIONCONTROL DEVICES AND SYSTEMS THROUGHOUTCONSTRUCTION. THE PHARMACY IS A CLEAN SPACEAND IN SOME AREAS STERILE AND MUST BEPROTECTED AT ALL TIMES.

A.

B.

C.

D.

E.

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DEMOLITION PLAN

RAMP

CORRIDOR1526

MGR. OFC1545

ORDER ENTRY OFC1544

BULK STORAGE1537A


RECEIVING1548

CORRIDOR1527

PACKAGING1550

JAN1533

POP1538

NARC RM1539

ORDER ENTRY1537

CHEMO RM1541

ANTI RM1542

IV RM1543

OFC1546OFC1546

HD NON-STERILE1540

24'-6

"

13'-8"

5"

16'-318" 47

8" 3'-6"

478"

8'-8

"47 8"

7'-0

"

6"

8'-8

"

7'-11"

6'-6

"47 8"

7'-5

1 8"

6"

CG-1

CG-1CORR.

1535

47 8"11

'-2"

47 8"

13'-0"478"1'-6"

618"

CG-1

CG-1

CG-1

CG-1

CG-1

8'-0"

478"

478"

4'-1034"

16'-0

"1'

-0"

1'-0

"

1539

9'-334" 47

8"

5'-4

3 4"

47 8"

CG-2CG-2

CG-1

CG-1CG-1 CG-1

CG-1

CG-1

CG-1

CG-1

4'-2

7 8"

4'-0"5'-6"

2'-4

"1'

-0"

CG-1

HVAC1542A

CG-1

9'-1

3 8"47 8"

10'-0

"47 8"

5'-9

"

11'-1118"

478"

9'-758"

478"9'-75

8"478"20'-01

8"

12'-1

11 4"5'

-111 2"

47 8"

4'-0

"

9'-5

1 8"

90 MIN FIRE RATED.PAINTED STEELACCESS PANEL ANDFRAME -3'-0" X 5'-6" DOORIN EXISTING OPENING

CG-1CG-1

CG-1

5'-4

3 8"

4'-6

"

5'-358"

CR

CR

SIM

41 4"

MH

CG-1

CR

3'-10"8"2'-0"

47 8"9'

-3"

NEW BIO CLEAN ROOM WALL PARTITION SYSTEMW/ INTEGRAL GLASS WINDOW LIGHTS. YKKAP, YES45 FS/F1 ALUM. STOREFRONT SYSTEM OR EQUALWITH 14" CLEAR TEMPERED GLAZING (MW)NEW 7' WIDE AUTO SLIDING ALUMINUM & GLASSDOORS WITH INTERLOCK BESAM SL500 CLEANROOM AUTO ALUM. SLIDER W/ 14" CLEARTEMPERED GLAZING PANELS (MW)LOW WALL RETURNS & WALL ENCLOSURES -SEEMECH DWGS.PASS THRU BOX (MW)BENCH SEAT (MW)SINK W/ EYEWASH (MW) - SEE PLUMB'G DWGSSUSP. GWB CEILING SYSTEM 58" TYP 'X' GWB ON 12"METAL SUSP. SYSTEM HUNG FROM STRUC.ABOVE(BY OWNER)NEW SHEET VINYL FLOORING W/ FLASH COVE BASAND HEAT WELDED SEAMS.NEW VAV ABOVE CEILING - SEE MECH DWGS.NEW COUNTER & BASE CABINETSNEW SINK - SEE PLUMBING DWGS.NEW EXHAUST DUCTWORK ABOVE CEILING - SEEMECH DWGS.NEW EXHAUST DUCT THRU WALL & EXTEND UPABOVE ROOF OF BUILDINGNEW DOOR, FRAME AND HARDWARERELOCATED DOOR, FRAME AND HARDWARERELOCATED CASEWORK AND/OR EQUIPMENTNEW ABOVE CEILING MECHANICAL UNIT - SEEMECH DWGS.SEALED CLEAN ROOM LED LIGHT FIXTURES (MC) -SEE ELECT. DWGS.LAMINAR FLOW HOOD UNIT (MC)CLEAN ROOM MOBILE STORAGE UNITS (MC)EXISTING DOOR TO REMAINPASS THRU REFRIGERATOR (MW)IV PASS THRU (MW)NEW MECHANICAL UNIT - SEE MECH. DWGSNEW PNUEMATIC TUBE STATION - BY OWNER -ENCLOSURE BY G.C. - COORD. W/ OWNER'SSUPPLIERPHARMACY SHELVING & EQUIPMENT (MW)WORK TABLE (MC)ADA RAMP UP TO OLD PHARMACY SPACENEW TOILET - SEE PLUMB'G DWGSNEW WALL PARTITIONNEW DOUBLE TIER LOCKERSNEW ALUMINUM STOREFRONT SYSTEMNEW DOOR, FRAME AND HARDWARENEW FFE (BY OWNER)NEW FLOORING & BASEPAINT ALL WALLS. NEW WALLS: 1 PRIME COAT & 2FINISH COATS, EXISTING WALLS: 1 FINISH COATNEW COUNTER MOUNTED SINK (MW)EXISTING WALL TO REMAINSET NEW FURRED OUT WALL AS TIGHT TO EXISTINCONDUIT AS POSSIBLE.CLEAN UP MASONRY JAMBS & COVER W/ FURRINGAND GWB. ALSO ADD A PAIR OF STEEL ANGLELINTELS WHERE HOLE HAS BEEN CUT THRUMASONRY WALL BEFORE INSTALLING NEW ACCESSDOOR AND FRAME.NEW METAL DIAMOND PLATE STEPS. 11" WIDE XMAX 7" TALL DOWN INTO HVAC ROOM. PROVIDEGALV. STEEL ANGLE AT TOP STEP TO HOLDSTRINGERS.ADD WATERPROOF PAINT" ZINSSER WATERTITE - LLOW VOC 7 MILDEW PROOF TO EXTERIORCONCRETE WALL FROM FLOOR TO DECK BEFOREINSTALLATION OF PVC MEMBRANE.TEMPORARY WALL - REMOVE ONCE NEWPHARMACY HAS BEEN CONSTRUCTED AND CAN BESECURED.COPIER BY OWNERRECESSED ELECTRIC PANEL - SEE ELEC. DWGS.LEVEL 3 BULLET RESISTANT GLAZING WINDOW.LEVEL 3 BULLET RESISTANT THRU- WALL PASSTHRU DRAWER - TOTAL SECURITY SOLUTIONS OREQUAL.

TOTAL SOLUTIONS 8 TSS STEEL DOOR WITH PEEPHOLE.

PROVIDE GRL-USAALUM-BRF300-VCP-1 716" THICK

FIBERGLASS PROTECTIN BULLET RESISTANCE LEVEL3 S.P.S.A. UNDER FINISH GWB LAYER ON ANY WALSURFACE IN THIS PLANCE (SHOWN DASHED.)

1.

2.

3.

4.5.6.7.

8.

9.10.11.12.

13.

14.15.16.17.

18.

19.20.21.22.23.24.25.

26.27.28.29.30.31.32.33.34.35.36.

37.38.39.

40.

41.

42.

43.

44.45.46.

47.

48.

49.

NEW CONSTRUCTION NOTES:*

GENERAL NOTES:GENERAL CONTRACTOR TO PATCH/REPAIR ANYAND ALL WALLS AND FLOORS DAMAGED BYCONSTRUCTION BEFORE APPLYING FINISHES.

CONTRACTOR SHALL INSTALL F.R.T. BLOCKING INWALLS OR CEILINGS TO SUPPORT ALL MOUNTEDFIXTURES / EQUIPMENT.

C.P.U.'s ARE TO BE LOCATED OFF THE FLOOR.C.P.U. BRACKETS ARE TO BE O.F.O.I.

ALL MOUNTING BRACKETS FOR TV's / MONITORSTO BE O.F.C.I.

ADJUSTABLE MONITOR BRACKETS ARE TO BEO.F.O.I.

TAKE SPECIAL CARE TO PROTECT HIGH POWERVERTICAL & HORIZ. CONDUIT LINES THAT AREEXISTING THROUGHOUT THIS SPACE.

FIRE CAULK - SEAL ALL HOLES IN EXISTING WEST &NORTH WALLS TO PROVIDE A CONTINUOUS 2HOUR FIRE BARRIER SYSTEM.

A.

B.

C.

D.

E.

F.

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NEW WORK PLAN

1-1/2 PR. BB HINGES - HEAVY DUTY - US26D1 EA. ADA LEVER LOCKSET (STOREROOM) US26D1 EA. ELECTRIC STRIKE1 EA. OWNER'S CARD READER1 EA. SILL SWEEP1 EA. WALL STOP

HARDWARE SET 3

1-1/2 PR. BB HINGES - HEAVY DUTY - US26D1 EA. ADA LEVER LATCHSET (PASSAGE FUNCTION) US26D3 EA. DOOR FRAME SILENCERS1 EA. WALL STOP

HARDWARE SET 4

1-1/2 PR. BB HINGES - HEAVY DUTY - US26D1 EA. ADA LEVER LOCKSET (OFFICE FUNCTION) US26D3 EA. DOOR FRAME SILENCERS1 EA. WALL STOP

HARDWARE SET 2 1-1/2 PR. BB HINGES - HEAVY DUTY - US26D1 EA. ADA LEVER LATCHSET (PRIVACY FUNCTION) US26D1 EA. ADA PARALLEL ARM CLOSER3 EA. DOOR FRAME SILENCERS1 EA. WALL STOP1 EA. SIGNAGE "ADA" ACCESSIBLE RESTROOM

HARDWARE SET 5

1-1/2 PR. BB HINGES - HEAVY DUTY - US26D1 EA. ADA LEVER LOCKSET (OFFICE FUNCTION) US26D1 EA. ADA PARALLEL ARM CLOSER1 EA. WALL MOUNTED MAGNETIC HOLD OPEN TIED TO FIRE ALARM.3 EA. DOOR FRAME SILENCERS1 EA. WALL STOP

HARDWARE SET 1NOTES:

1. MODIFY DOOR/ HARDWARE TO BE CONTROLLED BY OWNER SUPPLIED CARD READER. ADD NEW ELECTRIC STRIKE & POWER. COORDINATE WITH CARD READER CONSULTANT.2. REPAINT DOOR & FRAME.3. PROVIDE MFRS. STD. ADA HARDWARE, CLOSER, HINGES, WALL STOP ETC.4. AUTOMATIC ALUMINUM SLIDING DOOR WITH FULL BREAK OUT CAPABILITY. ISO3(CLASS 1) CLEAN ROOM RATED W/ WEATHERSTRIPPING. (MW)5. PROVIDE WALL MTD. MAGNETIC HOLD OPEN - TO RELEASE. ON ACTIVATION OF THE FIRE ALARM SYSTEM. DOOR SHALL HAVE ADA CLOSER.6. FIRE CAULK AROUND FRAME & PROVIDE 2 HOUR FIRE RATED CAULKING/ FIRESAFING SYSTEM AT DOOR/WALL INTERSECTION.7. ADD AN ADA PARALLEL CLOSER TO THIS DOOR IF NONE EXISTS.8. EXTERIOR ROOF ACCESS DOOR W/ INTEGRAL H.M. SIDELITE. SEE DETAIL ON SHEET A5-1.9. NEW BULLET RESISTANT LEVEL 3 METAL DOOR & FRAME AS DETAILED.

3 EA. BB HINGES - BB1279 4-1/2" X 4-1/2" (NRP) - US26D (HI-1) HAGER C1 EA. SECURITY DEADBOLT 8549 -US20D (LO-1)SARGENT1 EA. SURFACE CLOSER 351 O CUSH TYPE -EN (CL-2) SARGENT3 EA. DOOR FRAME SILENCERS 608-RKW -(SI-1) ROCKWOOD1 EA. WALL STOP 409 - US32D (ST-2)ROCKWOOD1 EA. ADA THERMALLY BROKEN THRESHOLD1 SET WEATHERSTRIPPING & SILL BRUSH GASKETING.

HARDWARE SET 6

DOOR TYPES

8"

8"1'-0"

2'-1

"

FLASH COVED VINYLFLOORING ON CLEAN

RM. SIDE-TYP.

412" W

5"5"

412" W

EXTEND STUDS & ONESIDE GWB TO DECK

ABOVE & SEAL

FRT WOOD BLOCKINGAT STOREFRONT HEAD W/

CONT. BEAD OF CAULKBOTH SIDES

AT CEILING TO CREATE ASEALED CLEAN RM.

ENCLOSURE

58" TYPE 'X' GWBFASTENED TO MTL.FRAMING SUSPENSIONSYSTEM

YKKAP ALUM.STOREFRONTFRAMING W/1/4"CLEAR TEMPEREDGLAZING (MW)


RM. SIDE-TYP.



1-1/2" MTL FRAMINGSYSTEM SUSP. FROMSTRUC. ABOVE

1"

FRT WOODBLOCKING ATSTOREFRONT

HEAD.

8'-0

"

8'-0

"

VINYL-FACEDDRYWALL PANELS

OR GWB SYSTEM. SEE PLAN.

G.C. TO PROVIDEGWB SOFFITS

7'-9

"

7'-2

"SINGLE

DOOR WIDTH

DOUBLE ENTRY

PAIR WIDTH

FRAME TYPES

BY ALUM.SLIDING DMANUF.

OR SLIDER

3-5/8" MT'L STUDS

FIRECODE 'X' EA. SIDE5/8" GYP. BD.

@ 16" O.C.

3-5/8" MT'L STUDS

5/8" GYP. BD.

@ 16" O.C.

FIRECODE 'X' EA. SIDE

BLANKET (S.A.B.)2" SOUND ATTENUATION

2 LAYERS -5/8" GYP. BD.

3-5/8 MT'L STUDS

FIRECODE "X" EA. SIDE.

@ 16" O.C.2" SOUND ATTENUATIONBLANKET (S.A.B.)

FIRECODE "X" EA. SIDE. 2 LAYERS -5/8" GYP. BD.

@ 16" O.C.3-5/8 MT'L STUDS

3-5/8 MT'L STUDS@ 16" O.C.

FIRECODE "X"5/8" GYP. BD. 5/8" GYP. BD.

FIRECODE "X"

@ 16" O.C.3-5/8 MT'L STUDS

BLANKET (S.A.B.)2" SOUND ATTENUATION

3-58" 58"

4-14"

3-58" 58"

4-14"

58"

3-58" 58"

6-18"

58"

3-58" 58"

6-18"

58"

3-58" 58"

4-78"

58"

3-58" 58"

4-78"

5/8" GYP. BD. FIRECODE TYPE 'X'

6 " BATT. INSULATION

ANTIMICROBIAL WATER RESISTANT GWB

6 MT'L STUDS@ 16" O.C.

918"

2" RIGID INSUL. W/ EIFS RAIN SCREENFINISH SYSTEM

5/8" GLASS FIBER FACED GWB EXT. SHEATHING

478"

2"

JAMB DETAIL

534"

5 8" 2"

HEAD DETAIL

534"5 8"

2"

478"

FRAME DETAILS

(2) 20 GA. 358" METAL STUDS

58" GYP. BD. EACH SIDE35

8" METAL STUDS @ 16" o.c.

CAULK PERIMITER(BOTH SIDES)

58" GYP. BD. EACH SIDE

358" METAL STUDS @ 16" o.c.

CAULK PERIMITER(BOTH SIDES)


RM. SIDE-TYP.



1-1/2" MTL FRAMINGSYSTEM SUSP. FROMSTRUC. ABOVE

FRT WOODBLOCKING ATSTOREFRONT

HEAD.

8'-0

" 8'-6

"

G.C. TO PROVIDEGWB SOFFITS

(7'-9

") IN

RM

. 154

0)BLANKET (S.A.B.)3" SOUND ATTENUATION

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STOREFRONT @ PERIMETER WALL STOREFRONT @ INTERIOR WALL

WALL TYPES

STOREFRONT @ INTERIOR WALL

1.

2.

3.

4.

5.

NEW SUSP. GWB CEILING SYSTEM. 58" TYPE 'X' GWBON 1-1/2" METAL HANGING GRID SUPPORTED BYSTRUCTURE ABOVE.CUT/ MODIFY EXIST. SUSP. CEILING SYSTEM TOACHIEVE NEW DESIGN SHOWN. ATTACH MODIFIEDEXISTING CLG. TO NEW WALL.NEW STORE FRONT WALL SYSTEM TO ATTACH TOGWB CLG. & BE CAULKED ON BOTH SIDES ASDETAILED.NEW SEALED LIGHT FIXTURES & HVAC DIFFUSERS.(MC) SEE ELECT. & MECH DWGS.EXISTING SUSP. CLG - TO REMAIN. SEE ELECT. &MECH DWGS FOR MODIFICATIONS.

NEW CEILING NOTES:

- CUBICAL CURTAIN TRACKC.C.T.

ABBREVIATIONS

- NO CEILING- GYP. BD. BULKHEAD

- GYP. BD. SOFFIT

- GYP. BD. CEILING- GYP. BD. LIGHT COVE

G.B.B.

G.B.L.C.G.B.S.

G.B.C.

N.C.

LEGEND

SUPPLY DIFFUSERS

RETURN-AIR GRILLE

CEILING HEIGHT

LIGHT FIXTURES

GYP. BD. HEADER

NEW C.C.T.

ACCESS PANELS

EXIT SIGNS

COURTYARDEXTERIOR

NEW DUCT WORKFROM UNIT OVER ROOF & DOWN

INTO NEW PHARMACY

NEW AHU-24 (SEE HVAC DWGS)SET ON EXISTING STEEL FRAMEPLUS NEW INFILL STEEL - SEESTRUCTURAL DWG -S-1. PROVIDESTEEL ACCESS LADDER ALSOSHOWN ON STRUCTURAL DWGS.

COURTYARDEXTERIOR

REMOVE EXISTING WINDOW& WALL BELOW & REPLACEW/ NEW 3' X 7' INSULATEDPTD H.M. DOOR & FRAME.W/ ADA CUSH TYPE PARALLELARM CLOSER. PROVIDETHERMALLY BROKEN ADATHRESHOLDWEATHERSTRIPPING PKGINCLUDING SILL SWEEP.DOOR #1600 SEE DOORSCHEDULE FOR MORE DETAIL

VARI

ES

SAC

EXISTING 10" CONC.STRUCTURAL FLOOR SLAB

714" 5'-61

4"

1ST FLR. 46' BLDG.

1ST FLR. 71' BLDG.

2ND FLR. 71 BLDG.

GRANULAR FILL@ GRADE INCOURTYARD

MEP SUB-CONTR. COORDALL NEW OPENG'S INCONC. WALL W/ STRUC. -ENG.& PROVIDEWATERTIGHT SEALANTSYSTEM AROUND ALLOPNGS.

EXISTING EXTERIORCOURTYARD

EXISTINGCEILING

N.C.

GBS @7'-81

2"

FEC

84'-3" +/-

REMOVE EXISTINGWINDOW & SILL &WALL BELOW WINDOW

INSTALL NEW HMDOOR & FRAME W/

SHARED SIDWLIGHT.

EXISTING LINTELTO REMAIN

REMOVE EXTERIORWINDOW

CUT OUT EXTERIORWALL BELOW WINDOWOPENING

INSTALL NEW GALV.STEEL H.M. FRAME

FILL W/ INSULATION

1" INSULATEDCLEAR TEMPERED

GLASS

NEW INSULATED PAINTEDH.M. DOOR & FRAME - DOORHEIGHT TO FIT FROM FLOOR SLABTO HEIGHT SET BY EXISTING INTEL

NOT FOR CONSTRUCTION

DATE BY

THIS DRAWING

ALDRIDGE8804

R.TERRY

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7683GREWE, Jr.

DOUGLASE.

T

EST

E

I

GR

ATS

T

H IRDRE A C

C

TE

HIOO

OE FO

MICHAEL

7744TAYLOR

T.

OTST

AOE F

IH

EST

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NEW REFLECTED CEILING PLAN

ROOF PLAN

SECTION THRU MECH RM. 1542A

NEW PLAN VIEW ROOF ACCESS DOOR

ELEVATION - NEW ROOF ACCESS DOOR

ADA STAFF TOILET 1547 ADA STAFF TOILET 1547 ADA STAFF TOILET 1547 TUBE STATION

GB-30

TPGB-42

2'-9

"

1'-0"

2'-9"

GB-42

GB-30

2'-9

"

6"CL

MR1

3'-4

"

1'-6" 1'-9"±

2'-1

0"

SD(OFCI)

PTD(OFCI)

PTD(OFCI)

MR1

PTSPTS

7'-9

"

7'-9

"

CR-1 CR-1

7'-9

"

7'-9

"

UNIT BY OWNERSSUPPLIER - COORD.OPENINGS IN NEW GWBPARTITION W/ PTS SUPPLIER.

CORRIDOR 1527

3'-10"8"2'-0"

3'-6

"

LEVEL 3 BULLETRESISTANT GLAZING

TSS B.R. POLYCARBONATE LP1250 SECURITY GLAZING -

1-1/4" THICK

LEVEL 3 BULLETRESISTANT THRU-WALL

PASS THRU DRAWERTOTAL SECURITY

SOLUTIONS OR EQUAL

4'-0

" INTERCOMUNIT - SEEELECTRICALDWGS.

3'-8

"

T.S.S. BULLET RESISTANTSTEEL DOOR & FRAME

ASSEMBLY LEVEL 3W/PEEP HOLE

T.S.S. 2 PIECE CHANNEL & FRAMINGPRODUCT:B.L. 1.75 & 4" TUBE

CLEAR ANODIZED W/ 1-1/4" GLAZING

CRL - USA ALUM. ALUM-BRF300-VCP-1 7

16" THICK BULLETRESISTANCE LEVEL 3 FIBERGLASSPANELS UNDER ALL NEW GWBIN THIS WALL.

O

MICHAEL

7744TAYLOR

T.

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RAMP DETAILRAMP DETAIL CAP DETAIL

MGR. OFC1545

ORDER ENTRY OFC1544

BULK STORAGE1537A


RECEIVING1548

CORRIDOR1527

PACKAGING1550

JAN1533

POP1538

NARC RM1539

ORDER ENTRY1537

CHEMO RM1541

ANTI RM1542

IV RM1543

OFC1546OFC1546

HD NON-STERILE1540

CORR.1535

HVAC1542A

SV-2/FLASH COVESAC-2P-3

SV-1/ FLASH COVESAC-2P-3

SV-1/ FLASH COVE

SV-1/ FLASH COVE

SV-1/ FLASH COVE

SV-1/ FLASH COVE

SV-1/ FLASH COVE

CPT-1SAC-1P-1




CPT-1SAC-1P-1

CPT-1SAC-1P-1

EXIS.EXIS.

SAC-2P-1

SAC-2P-1

SAC-2P-1

SAC-2P-1

SAC-2P-1


CPT-1SAC-1P-1


EXIS.

SEALED CONCRETE

CPT-1SAC-2P-1

EXIS.

6'-0

"

FLOORINGSV-1, GERFLOR, SYMBIOZ, COLOR MOLE. OWNER PROVIDED,CONTRACTOR INSTALLEDSV-2, GERFLOR, SYMBIOZ, COLOR COTTONCPT-1, EF CONTRACT, GEO ACCENTS II, GAC44 CITY THREADS

WALL BASECRB-1 JOHNSONITE, 4" COVE, COLOR 49 BEIGE

PAINT (EPOXY FINISH FOR ALL PAINTS)P-1 SW6386 NAPERYP-2 SW6106 KILIM BEIGE, METAL DOORS, DOOR FRAMESP-3 SW7010, WHITE DUCK

CEILING TILESAC-1 ARMSTRONG, OPTIMA, 3150 (24 X 24 X 34") SQUARE, WHITESAC-2 GRIDSTONE, CLEAN ROOM GYPSUM CEILING PANELS 2X2

FINISH LEGEND

O

MICHAEL

7744TAYLOR

T.

OTSTA

OE FIH

EST

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FINISH PLAN

SMOKE ZONE

F1

D1

B1

A1

4" -

SA

N

4" - SAN

4" -

SA

N

2" -

SA

N

4" -

SA

N

5" -

SA

N

5" SS FROM ABOVE

4" SS FROM ABOVE

NEW CAP

NEW CAP

CO

VRVR

3" -

SA

N

3" -

SA

N

FD1

2

2

D1

FD1

NEW CAP

2" -V

3" -SAN

4" -SAN

4" - SAN2" - SAN

4" - SAN

1.5"

1.5"

2"2"

3"

F1

1.5" - V

1ST FLR

1.5" - SAN3" -SAN

1.5"

2"

2" -V

CO

3"

A1B1



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

Date

Sheet No.


480 VANTAGE POINT, SUITE 201

MIAMISBURG, OH 45342PHONE: 937. 222. 1117 FAX: 937. 222. 4893

www.pinnaclearchitects.com



PHARMACY

PROJECT NO. 2019-05078

8/2

0/2

01

9 2

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:55

PM

C:\

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2019-05078

ABN

W SM

July 24, 2019

P200

PARTIAL BASEMENTPLAN - NEW WORK

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

SCALE: 1/4" = 1'-0"

PARTIAL BASEMENT PLAN - NEW WORK1

SCALE: NONE

SANITARY WASTE AND VENT DIAGRAM - ANTI ROOM & MECH ROOM2

SCALE: NONE

SANITARY WASTE AND VENT DIAGRAM - PHARMACY3

SCALE: NONE

SANITARY WASTE AND VENT DIAGRAM - TOILET ROOM4

2

PTD

SD

TP

1.25

" -

DH

W

1.25

" -

DC

W

1.5" - O23" - DCW

2" - DHW0.75" - DHW R

1" - MV1" - MA

3" - DCW2" - DHW

0.75" - DHW R

1" - MV1" - MA

1.5" - O2

4" - DCW3" - DHW1" - MV1" - MA

1.5" - O21.25" - DHW R

4" - DCW4" - DHW

1.25" - DHW R

1" - MA

1.25" - MV

1" - DHW R3" - DHW

3" - DCW1.25" - O2

1" - MV1" - MA

1" -

DH

W

1" -

DC

W

1.25" - G

1.25" - G

A1 B1

4" SS DN

4" SS DN

LAV

NEW CAP

CO

2

1

D1

F1

NEW CAPS

0.5"1"

3" -

F

3" - F

3" -

F

1.5"

-O

2

1.5"

-O

2

1"

2" V U P

W C

1" - MV

1542AHVAC

1535CORR.

1527CORRIDOR

1544

ORDER

ENTRY

OFC

1542ANTI RM

1541CHEMO RM

1540

HD

NON-STERILE

1539NARC RM

1538POP

1533JAN

1550PACKAGING

1548RECEIVING

1547

ADA STAFF

TOILET

1546OFC

1545MGR. OFC

1543IV RM

1537A

BULK

STORAGE

1537

ORDER

ENTRY

OH1

OH1

NEW C APS

NEW C APS

7

5

5

7

7

5

5

OH1

E1

FD1 3

4

6

2

2



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

Date

Sheet No.







PHARMACY


8/2

0/2

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:57

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2019-05078

ABN

W SM

July 24, 2019

P201

PARTIAL FIRST FLOORPLAN - NEW W ORK

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

SCALE: 1/4" = 1'-0"

PARTIAL FIRST FLOOR PLAN - NEW WORK1

NOTES

7 ROUTING OF FIRE MAIN SHALL FOLLOW THE HOT AND CHILLED WATERPIPING. COORDINATE ROUTING AND HANGERS CLOSELY WITH HC.

NOTES

1 ROUTE SANITARY PIPING THROUGH WALL AND DROP BEYONDELECTRICAL EQUIPMENT BELOW.

2 REROUTE EXISTING SANITARY PIPING AND CONNECT TO EXISTINGSANITARY STACK. COORDINATE NEW ROUTING CLOSELY WITH HC.

3 PROVIDE 3" FLOOR DRAIN WITH 12" STRAINER AND SEDIMENT BUCKET,JR SMITH #2130-B.

4 PROVIDE TRAP PRIMER, PPP INC. #PR-500. EXTEND TRAP PRIMERDISCHARGE AND TERMINATE ABOVE FLOOR DRAIN.

5 PROVIDE NEW FIRE SUPPRESSION COVERAGE THROUGHOUTRENOVATED AREA PER NFPA 13 REQUIREMENTS.

6 PROVIDE GASKETED COVERPLATES IN THESE FOUR (4) ROOMS.

A. ELECTRONIC COORDINATION DRAW INGS ARE REQUIRED AND MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO BEGINNING NEW W ORK. REFER TO 23 05 01.

GENERAL NOTES

C.V.R. 300 300 9.8 1.0 0.75" 0.4 3524-03ASUPPLY

V.V. 650 420 - - - - 3524-03B 12"ROOM EX. 7

V.V. - - - - 3524-03C 8"

- - - - -TOTAL CHEMO

930 930

3,4,5,6

-350

4. AIR VALVE TO HAVE EPOXY COATING TO RESIST CORROSION.

6. AIR VALVE SHALL BE ENABLED BY "AUXILIARY" SWITCH ON HOOD.

5. PROVIDE AIR-TIGHT SHUTOFF DAMPER AT BSC EQUIPMENT CONNECTION.

7. PROVIDE BLAST GATE DOWN STREAM OF ROOM EXHAUST AIR VALVE.

1. MINIMUM ROOM SUPPLY SHALL BE THE SCHEDULED "OCCUPIED MINIMUM" AS NOTED.

2. MINIMUM ROOM EXHAUST SHALL BE THE ROOM SUPPLY MINUS CFM OFFSET.

3. AIR VALVE SHALL BE SHUT-OFF TYPE.

C.V.R. 1,520 1,520 49.5 5.0 1.0" 2.3 3524-01A 14"SUPPLY 1

C.V. 1120 1120 - - - - 3524-01B 14"RETURN 7

+400

IV ROOM

2

2-WAY

-

-

-

2-WAY

-

1

TYPES - "V.V." VARIABLE VOLUME;

"V.V.R." VARIABLE VOLUME REHEAT;

"C.V.R." CONSTANT VOLUME REHEAT;

UNIT & COIL AT MAX. CFM (FAN COIL).

0.5" S.P. MAX. PRESS. DROP THRU

"C.V." CONSTANT VOLUME.REHEAT COIL CAPACITY BASED ON

WINTER MIN. CFM, 53° ENT. AIR, 180° ENT.

WATER TEMPERATURE, 160° LVG. WATER

TEMPERATURE, MAX 7 FT. HD. W.P.D.

8"

AIR VALVE 0.3" MAX PRESS.

DROP THRU UNIT AT MAX CFM.

1543

C.V.R. 510 510 15.5 1.6 0.75" 0.7 3524-02A 10"SUPPLY 1

C.V. 235 235 - - - - 3524-02B 8"RETURN 7

+275

ANTE 2-WAY

-

1542

CHEMO

CHEMO

CHEMO

- - - - -TOTAL STORAGE

450 450 2-

1541

HOOD EX.

ROOM EXHAUST

ROOM EXHAUST

C.V.R. 200 200 6.6 0.7 0.75" 0.3 35SUPPLY 1

C.V. 400 400 - - - - 35RETURN 7

-200

HD STOR. 2-WAY

-

1540

8"24-04A

24-04B 10"

650 420

EXHAUST DUCTWORK, NEW EF-92

SUPPLY DUCTWORK DOWNSTREAM OF

RETURN DUCTWORK

FAN COILSA+1"

-5"

-2"

A

A

X

X

X

16/8

16/8

4/2

2

NOTES:1 DUCTWORK OVER 3" S.P. CLASS REQUIRES LEAK TESTING. REFER TO SPECIFICATIONS.

2 ROUND, SHEET METAL RUN-OUTS TO AIR DEVICES, DOWNSTREAM OF FAN COILS SHALL BE EXTERNALLY INSULATED.

3 INSULATE FROM 24" UPSTREAM OF CONTROL DAMPER TO PENETRATION OF ROOF.

FAN COILSSUPPLY DUCTWORK UPSTREAM OF

+3 4/2 XA 1

EF-92 PHARMACY CHEMO EXHAUST 1,200UTILITY SET FAN 1, 2, 3, 4, 5, 6, 7, 8

1 COORDINATE ACTUAL EQUIPMENT NUMBER WITH BUILDING CONTROLS.

2 PROVIDE FAN WITH MOTORIZED DAMPER EQUAL TO TAMCO SERIES 9000. WHEN FAN IS OFF, DAMPER SHALL BE CLOSED. DAMPER ACTUATOR SHALL HAVE END SWITCH TO PREVENT THE

FAN FROM TURNING ON UNTIL THE DAMPER IS PROVEN OPEN. DAMPER SHALL BE LOCATED IN THE DUCTWORK BELOW THE ROOF, REFER TO DETAIL.

3 PROVIDE UTILITY SET FAN WITH 10' STACK ABOVE ROOF, REFER TO DETAIL.

4 PROVIDE FAN WITH 8" DISCHARGE, REFER TO DETAIL.

1 AIR DEVICE USED FOR RETURN AIR SYSTEM.

A1STANDARD SQ. CONE CEILING

DIFFUSER - ROUND NECKTITUS - TMS-AA

J1 EGGCRATE CEILING GRILLE TITUS - 50F 1

5 FAN SHALL BE ON EMERGENCY POWER.

6 3,600 RPM MOTOR.

1

7 FAN SHALL BE PROVIDED WITH A BOTTOM UPWARDS (BAU) DISCHARGE, REFER TO DETAIL.

8 FAN SHALL BE PROVIDED WITH A VARIABLE FREQUENCY DRIVE WITH BYPASS.

HU-5

ELEVATION BASED ON 499 FT.

ULTRA-SORB XV AIR HANDLER AHU-5 2,800 53.3 34 55 71 68 451.0" 0.75" 24" 16" 14" 1, 2

HUMIDIFIER BASED ON 40 PSIG ENTERING STEAM PRESSURE.

45.9

MOTOR - 480V - 3 PHASE UNLESS NOTED OTHERWISE.

COOLING COIL CAPACITY BASED ON 42° EWT.HEATING COIL CAPACITY BASED ON 180° EWT.

AHU-24

COOLING COILS SHALL NOT

1 REFER TO STEAM HUMIDIFIER SCHEDULE ON THIS SHEET.2 PROVIDE UV LIGHTS ON COOLING COIL AND FINAL FILTER.

CAPACITIES BASED ON

7.45" / 2.50"

-

4,567

3,000

30

6.75

117

66

0.07"

12" MERV 14

8

SIDE ACCESS

0.23"

FRONT ACCESS

8

0.3"

1.0"

1.5"

215

7.0

133

30 - (1) 1.5"

86.0 / 70.0

45.7 / 45.7

17

14.5 / 2-WAY

1.18"

1,500 (50.0%)

INTERNAL - 2"

YES

YES

2

INGENIA

2" CARTRIDGE FILTER

3 PROVIDE UNIT WITH SINGLE POINT POWER CONNECTION. PROVIDE 120 VOLT

3

11.8 - (1) 1.5"

17

5.6 / 2-WAY

MERV 8

FIRST FLOOR

ROOF

DRAW THRU

3,000

PHARMACY

1. REFER TO PIPING DETAIL FOR PIPE ACCESSORIES.

2. HUMIDIFIER CONTROL PANEL REQUIRES 120V POWER FEED BY E.C.2,480

P-24 INLINE PUMP HOT WATER COIL - AHU-24 11 25 245 120 1 - - UP 26-99 F

RELIEF AIR DUCTWORK AND PLENUMS

OUTSIDE AIR DUCTWORK AND PLENUMS

+2"

-2"

A

A 16/8

16/8 3X

X

FCU-1

225

0.19

0.13

115 / 1

ECM

1, 2

RECEIVING

RECEIVING

CHILLED WATER

3.8

4.9

71 / 61

51 / 50

3.9

1.4

0.7 / 2-WAY

MERV 8

54

TRANE FCC

BLOW-THRU

0.5

0.1

85

65

3.2

0.2 / 2-WAY

FCU-2 FCU-3 FCU-4A FCU-4B FCU-5

HORIZ. CONC. DUCTED

700

0.19

0.22

115 / 1

ECM

1, 2

BULK STORAGE

BULK STORAGE

CHILLED WATER

9.0

10.0

72 / 61

51 / 50

18.1

6.5

3.0 / 2-WAY

MERV 8

212

TRANE FCC

BLOW-THRU

1.2

0.5

85

65

11.6

0.5 / 2-WAY

BULK STORAGE

1.2 / 2-WAY

MERV 8

106

TRANE FCC

1.2 / 2-WAY

MERV 8

106

TRANE FCC

0.8 / 2-WAY

MERV 8

71

TRANE FCC

CHILLED WATER

0.75

0.2

85

65

5.8

0.4 / 2-WAY

CHILLED WATER

0.75

0.2

85

65

5.8

0.4 / 2-WAY

CHILLED WATER

0.5

0.1

85

65

4.3

0.2 / 2-WAY

115 / 1 115 / 1 115 / 1

3.4

3.9

51 / 50

12.1

2.5

3.4

3.9

51 / 50

12.1

2.5

3.2

3.9

51 / 50

4.8

1.6

300

0.24

0.13

300

0.24

0.13

220

0.22

0.13

ECM ECM ECM

NARCOTICS & POPBULK STORAGEBULK STORAGE

BLOW-THRU BLOW-THRU BLOW-THRU

BULK STORAGE POP

HORIZ. CONC. DUCTED

300

0.19

0.13

115 / 1

ECM

1, 2

OFFICES

BULK STORAGE

CHILLED WATER

4.8

6.2

71 / 61

51 / 50

7.2

2.0

1.0 / 2-WAY

MERV 8

91

TRANE FCC

BLOW-THRU

0.5

0.1

85

65

4.1

0.2 / 2-WAY

72 / 61 72 / 61 72 / 61

1, 2 1, 2 1, 2

HORIZ. CONC. DUCTED HORIZ. CONC. DUCTED HORIZ. CONC. DUCTED HORIZ. CONC. DUCTED

EXCEED 12 FINS PER INCH.

CLEAR WATER.

1.8" / 1.5"

-

787

2,000

1,355

CONNECTION FOR UV LIGHTS, OUTLETS, LIGHTS, AND HEAT TRACE.

VENTILATION SCHEDULE

AIR SUPPLY UNIT

PHARMACY AIR CONTROL UNITS - HOT WATER

GENERAL NOTES

NOTES:

UNIT

NO. DIA.

INLETTYPEMIN. MBH GPM NOTE

SEE

VALVE CVAUTO.RUNOUT

SIZEN.C.

MAX.CFM REHEAT COILROOM

NO.

CFM

OFFSET MAX.

NOTE:

TYPEVALVE

DUCT CONSTRUCTION & SEALING

FANS

AIR DISTRIBUTION DEVICES

STEAM HUMIDIFIER

PUMPS

BLOWER COIL / FAN COIL

INSULATIONEXTERNAL

DUCTBOARD; ETC.

DUCT SYSTEM

S.M.A.C.N.A. CLASS.

S.P. CON-

STRUCT. CLASS

SEALINTERNALLY

CLASS

LEAKAGELINED

REFER TO SPECIFICATIONS FOR DUCT CONSTRUCTION:

SHEET METAL DUCT; INTERIOR LINING; EXTERIOR INSULATION; FIBERGLASS

GENERAL NOTES

NOTINSULATED

WALLINSULATED

DOUBLE

NOTES

RECT/RD

GENERAL CONTRACTOR.

WALL LINTEL FOR WALL OPENING BY

WHERE REQUIRED FOR DECK SUPPORT AND

STEEL FRAMING AROUND ROOF OPENING.

PHASE

CONSIDERED MINIMUM.

MOTOR HORSEPOWERS LISTED ARE TO BE

300 & 301 MEASURED AT 5 FT. FOR P.R.V.'S.

SONES VALUES BASED ON A.M.C.A. BULLETINS

DESCRIPTIONUNIT

NO.

CONTRACTOR.

VERIFY SIZE & COORDINATE WITH GENERAL

ROOF & WALL OPENINGS ARE APPROXIMATE.

SERVICESONES

MAX.STATIC WHEEL

PRESSCFM

DIA.

MOTOR

H.P. VOLT

ROOF/APPROX.

WALL OPG.

REFER TONOTE NO.

4.0" 10.25" 29 2 -460 3

BASIS OF

DESIGN

GREENHECKCSW-10-BI

GENERAL NOTES

W.B.E.

FINISH KEY: "W.B.E."- WHITE BAKED ENAMEL,

"E.C.L."-ETCHED CLEAR LACQUER OR ANODIZED.

SUPPLY AIR DIFFUSERS SHALL BE 4-WAY

BLOW UNLESS OTHERWISE NOTED ON DWGS.

DESCRIPTION

REFER TO SPECIFICATIONS FOR OTHER

ALL LAY-IN AIR DEVICES SHALL FIT IN

24"X24" LAY-IN CEILING SYSTEM.

SYMBOL

GENERAL NOTES

MANUFACTURERS.

TYPE MOUNTING MATERIAL

LAY-IN SURFACE STEEL

PROVIDE AUX. FRAMES FOR AIR DEVICES IN

CERAMIC TILE SURFACES.

PLASTER, GYPSUM BOARD, GLAZED TILE OR

FINISH CATALOG NUMBERACCESSORIES

O.B.D. - OPPOSED BLADE DAMPER

ALUM. E.C.L.

NOTES:

REFER TO

NOTE NO.SEE NOTE

EXT.

NO.UNIT

DESCRIPTION SERVICELB/HR

RUNOUTSUPPLY

RUNOUTCOND.

CFMRH(%)

ENTERING AIR

DB RH(%)

LEAVING AIR

DB RH(%)

ROOM

DB HEIGHT

FACE SIZE

WIDTHDISTANCE

ABSORPTIONREMARKS

- INCHES

GENERAL NOTES:

(INCLUDINGLOSS)

REMARKS

PR

E-H

EA

T C

OIL

LEAV. AIR

FACE AREA

HOUSING

PRESS. DROP IN. W.G. CLEAN

PR

E-F

ILT

ER

GPM - CONNECTION (QTY) SIZE

SENSIBLE MBH

TOTAL MBH

ENT. AIR DB/WB

LEAV. AIR DB/WB

AUTO. VALVE Cv & TYPE

MAX. WATER P.D.- FT.

MAX. AIR P.D.- INCHES W.G.

TYPE

CO

OLIN

G C

OIL

MIN. FACE AREA

MAX. AIR P.D. INCHES W.G.

WHEEL DIA.

WHEEL TYPE / CLASS

CAPACITY MBH

MOTOR (WATTS)

MIN. FACE AREA

TOTAL / EXT. S.P. - INCHES W.G.

ENT. AIR

SU

PP

LY

FA

N

GENERAL NOTES

UNIT LOCATION

AREA SERVED

UNIT NUMBER

UNIT CONFIGURATION

FACE AREA

HOUSING

PRESS. DROP IN. W.G. CLEAN

OUTSIDE AIR CFM

FIN

AL F

ILT

ER

TYPE

NOTES:

VIBRATION ISOLATORS

TOTAL SUPPLY CFM

PRESS. DROP IN. W.G. DIRTY

PRESS. DROP IN. W.G. DIRTY

UV LIGHTS

WINTER MIN. CFM

AIR SIDE ECONOMIZER

ECM PLENUM

BASIS OF DESIGN

GPM - CONNECTION (QTY) SIZE

AUTO. VALVE Cv & TYPE


APPROX. CONNECTED CFM

DISCHARGE

SUCTION &DESCRIPTION

UNIT

NO.

PERFORMANCE

GPMSERVICE

MOTOR

VOLTFT. HD. WATTS

MIN.

EFF.%PHASE MODEL NO.

GRUNDFOSSEE NOTE

NOTES:


AUTO. VALVE CV & TYPE

LEAV. AIR DB/WB


AUTO. VALVE CV & TYPE

ENT. AIR DB/WB

CO

OL

ING

CO

IL

FILTER

GPM

TOTAL MBH

COOLANT

SENSIBLE MBH

GPM

ENT. AIR

LEAV. AIR

HE

AT

ING

CO

IL

HEATING COIL CAPACITY BASED ON 130° ENT. WATER

COOLING COIL CAPACITY BASED ON 42° ENT. WATER

EXTERNAL S.P.-IN. W.G.

MOTOR H.P.

UNIT CONFIGURATION

SU

PP

LY

FA

N

CAPACITY MBH

CFM

UNIT NUMBER

AREA SERVED

UNIT LOCATION

GENERAL NOTES

VOLTAGE/PHASE

MINIMUM OUTSIDE AIR CFM

BASIS OF DESIGN

ARRANGEMENT

VFD

NOTES

NOTES:

1. PROVIDE WITH CONDENSATE PUMP EQUAL TO LITTLE GIANT MODEL # VCL-45ULS.

2. CONNECT CONDENSATE PUMP TO LOCAL 120V CIRCUIT. PROVIDE TOGGLE SWITCH DISCONNECT.

WHEEL DIA.

WHEEL TYPE / CLASS

MOTOR (WATTS)

TOTAL / EXT. S.P. - INCHES W.G.

RE

TU

RN

FA

N

TOTAL SUPPLY CFM

ECM PLENUM

APPROX. CONNECTED CFM



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

Date

Sheet No.







PHARMACY


8/2

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2019-05078

DTR

AJG

July 24, 2019

M002

MECHANICALSCHEDULES

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

2

2

2

2

2

2

1314

LOCK.

38

7070

1948

XXXX

XXXX

PTD

SD

T

T

T

T

T

T

T

T

T

T

2

M 301

R

18x10

18x8

20x12

16x6

24x14

12x6

24x10

8ø

10x10

14x10

8øA1

150 CFM

8øA1

150 CFM

8øA1

150 CFM

8ø

8øA1

235 CFM

8øA1

150 CFM

7ø

6ø

6øA1

50 CFM

24x1250 CFM

J1

6øA1

100 CFM

24x12150 CFM

J1

3" - CHS

3" - HW S1.25" - CHR

8øA1

150 CFM

7ø

7ø

6ø

24x12100 CFM

J1

14x14

24-03A

24-03B24-04B24-04A

24-03A

24-02A

24-01A

24-01B24-02B

18x8

22x6

24x8

1-05

1-04B

1-04A

1-03

1-01

1-02

1

4

3

2

TYP.5

5

5

5

6

6

6

6

6

235

560

560

650

400

7

8

8

8

8

99

9

9

10

14x10

8øA1

225 CFM

55

1095

10215

10110

12x8

8x4

10105

8x4

24x6

24x8

8ø

8øA1

235 CFM

8øA1

230 CFM

24x12225 CFM

J1

14x1

0

10x8

12x12

18x8 20x8

16x812x4

10x6

12 10012100

1275

24x6

11

14x6

18x8

14x10

12x12

18x8

1-01

1537A

BULK

STORAGE

1547

ADA STAFF

TOILET

1546OFC

1545MGR. OFC

1544

ORDER

ENTRY

OFC

1543IV RM

1542AHVAC

1541CHEMO RM1542

ANTI RM

1540

HD

NON-STERILE

1539NARC RM

1538POP

1535CORR.

1533JAN

1537

ORDER

ENTRY

1-02

1-03

24x12300 CFM

J1

24x12300 CFM

J1

1-04B

1-04A

6øA1

100 CFM24x12

100 CFM

J1

24x12120 CFM

J1 6øA1

120 CFM

10x8

24x1

0

1-05

12x1285 CFM

K1

24x12200 CFM

K1

24-01A

24-02A

24-04A

24-03A

20x12 14x14

1313

COURTYARD

6ø

0.75

" -

D

0.75" - D 1" - D 1.25" - D

1.25

" -

D

0.75" - D

40x12

44x1

0

1.5" -

CHS

1" -HW

S

1.5" -

CHR

1" -HW

R

3" - CHS2" - HW S

1.5" - CHR

1.5" - HW R

3" - CHS3" - HW S

2" - CHR

1.5" - HW R

1.25" - CHS

0.75" - HW S1.25" - CHR

0.75" - HW R

0.75" - HW R

1.5" - CHR

1070

6ø

8x8

2.5" - HW R2.5" - HW S

0.75" - LPC

0.75" - LPS3" - CHR3" - CHS14

18x10

380 CFM

255 CFM300 CFM

200 CFM 2

2

2

2

1.25" - HW R

1.25" - HW S

12x6

26x10

12x1

0

8ø

40x8

40x12

24x10

15

16

2



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

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PHARMACY


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2019-05078

DTR

AJG

July 24, 2019

M201

PARTIAL FIRST FLOORPLAN - NEW W ORK

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

SCALE: 1/4" = 1'-0"

PARTIAL FIRST FLOOR PLAN - NEW WORK1

1. PROVIDE W ALL MOUNTED ROOM PRESSURE MONITOR ON W ALL, PROVIDE LABEL THAT THIS SERVES ANTE ROOM. MONITOR SHALL BE SIEMENS RPM OR APPROVED EQUAL PER SPECIFICATIONS. THRU-THE-W ALL ROOM PRESSURE SENSORS SHALL BE MOUNTED ABOVE THE DOOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ROOM PRESSURE CONTROLS SHALL BE PROVIDED BY ATC TO MAINTAIN THE ANTE ROOM AT A MINIMUM OF +0.02" POSITIVE W ITH RESPECT TO PHARMACY.

2. PROVIDE W ALL MOUNTED ROOM PRESSURE MONITOR ON W ALL, PROVIDE LABEL THAT THIS SERVES IV ROOM. MONITOR SHALL BE SIEMENS RPM OR APPROVED EQUAL PER SPECIFICATIONS. THRU-THE-W ALL ROOM PRESSURE SENSORS SHALL BE MOUNTED ABOVE THE DOOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ROOM PRESSURE CONTROLS SHALL BE PROVIDED BY ATC TO MAINTAIN THE IV ROOM AT A MINIMUM OF +0.02" TO +0.05" POSITIVE W ITH RESPECT TO ANTE ROOM..

3. PPROVIDE W ALL MOUNTED ROOM PRESSURE MONITOR PROVIDE LABEL THAT THIS SERVES CHEMO ROOM. MONITOR SHALL BE SIEMENS RPM OR APPROVED EQUAL PER SPECIFICATIONS. THRU-THE-W ALL ROOM PRESSURE SENSORS SHALL BE MOUNTED ABOVE THE DOOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ROOM PRESSURE CONTROLS SHALL BE PROVIDED BY ATC TO MAINTAIN THE CHEMO ROOM AT A MINIMUM OF -0.01" TO -0.03" NEGATIVE W ITH RESPECT TO ANTE ROOM.

4. PROVIDE W ALL MOUNTED ROOM PRESSURE MONITOR PROVIDE LABEL THAT THIS SERVES NON STERILE ROOM. MONITOR SHALL BE SIEMENS RPM OR APPROVED EQUAL PER SPECIFICATIONS. THRU-THE-W ALL ROOM PRESSURE SENSORS SHALL BE MOUNTED ABOVE THE DOOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. ROOM PRESSURE CONTROLS SHALL BE PROVIDED BY ATC TO MAINTAIN THE HD NON STERILE ROOM AT A MINIMUM OF -0.01" TO -0.03" NEGATIVE W ITH RESPECT TO PHARMACY ROOM.

5. CEILING MOUNTED SUPPLY DIFFUSERS SHALL BE FURNISHED BY OTHERS, INSTALLED BY H.C. H.C. SHALL CONNECT AIR DEVICES INTO SUPPLY DUCT SHOW N FROM AIR VALVE AS INDICATED. BALANCE TO CFM INDICATED.

6. LOW EXHAUST/RETURN GRILLE TO BE FURNISHED BY OTHERS, INSTALLED BY H.C. H.C. SHALL EXTEND DUCTW ORK AS NEEDED IN CHASE TO CONNECT TO LOW GRILLE. BALANCE TO CFM INDICATED..

7. DROP 8" EXHAUST DUCT AND CONNECT TO MIC SINGLE HOOD. PER MANUFACTURER, DROP 4" DUCT TO 4-6" PERPENDICULAR FROM THE CEILING AND THE EXHAUST SIDE OF THE MIC FIELD INSTALLATION KIT W ILL ATTACH VIA A FLEX HOSE. BALANCE VALVES (INTAKE AND EXHAUST) AS REQUIRED TO ACHIEVE THE PROPER FLOW , REFER TO MANUFACTURER'S LITERATURE FOR MORE INFORMATION.

8. ROOM SHALL BE SEALED UP TIGHTLY. CAULK ALL PENETRATIONS INTO AND OUT OF W ALLS AND CEILINGS. PROVIDE GASKETED ACCESS DOORS AS REQUIRED IN CEILINGS TO ACCESS JUNCTION BOXES, EQUIPMENT, VALVES, ETC. COORDINATE W ITH OW NER.

9. KEEP ALL NEW EQUIPMENT, VALVES, ETC. ABOVE LAY-IN CEILING AS INDICATED TO REDUCE NUMBER OF ACCESS PANELS REQUIRED IN THE COMPOUNDING ROOMS.

10. OUTSIDE AIR DUCT TO CONNECT TO RETURN DUCT. BALANCE TO CFM INDICATED.

11. CONDENSATE DRAIN SHALL DISCHARGE TO MOP SINK IN JANITOR'S CLOSET.

12. RE-BALANCE EXISTING AIR DEVICE TO CFM INDICATED.

13. DUCT SHALL RISE UP EXTERIOR BUILDING W ALL TO ROOF ABOVE. REFER TO M301 FOR CONTINUATION.

14. PIPING RISE TO AIR HANDLER ON ROOF ABOVE. REFER TO SHEET M301 FOR CONTINUATION.

15. HEAT TRACE PANEL LOCATION.

16. DDC PANEL LOCATION.

NOTES


GENERAL NOTES

2

5

8

13

14

14ø

14ø EF-92

1

2

3

4

5

6

77

12

10

9

TYP.11

8

EX.EF

COURTYARD

13

P-24

AHU-24

5

2.5" - HW S

2.5" - HW R

0.75" - LPS 0.75" - LPC

3" - CHS3" - CHR

16x14

20x16

20x1

6

2

24x14

20x12

Level 10' - 0"

Level 29' - 9"

24x14

8x8

8x8

24-04B 24-03B 24-03A24-02B

24-01A

24-04A24-02A

24-03A

18x10

14x14

IV ROOM

24x1

4

8' -

0"

24-01B

12x1

0

TYP.1

TYP.2

TYP.3

4

5 6

26x10

1

2

3

4

5 6 7 8 9 10 11

12

1. RETURN FAN SECTION.2. RELIEF AIR DAMPER.3. OUTSIDE AIR DAMPER W ITH HOOD.4. AIR BLENDER SECTION.5. SIDE LOADING FILTER SECTION.6. HOT W ATER COIL SECTION.7. HUMIDIFIER SECTION.8. CHILLED W ATER COIL SECTION.9. ACCESS SECTION.10. SUPPLY FAN SECTION.11. REAR LOADING FILTER SECTION.12. PIPING VESTIBULE.13. COIL CIRCULATING PUMP (P-24) LOCATION. REFER TO ROOF PLAN.14. ACCESS DOOR.15. RETURN DUCT CONNECTION.16. SUPPLY DUCT CONNECTION.17. MOTOR CONTROL PANEL.

NOTES

13

15

14TYP.

1617



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

Date

Sheet No.







PHARMACY


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2019-05078

DTR

AJG

July 24, 2019

M301

HVAC ROOF

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

SCALE: 1/8" = 1'-0"

HVAC ROOF PLAN1

NOTES - HVAC ROOF PLAN

1. AIR HANDLING UNIT MOUNTED ON STEEL STRUCTURE. COORDINATE EXACT LOCATION W ITH STRUCTURAL DRAW INGS. OUTSIDE AIR OPENING MUST BE MINIMUM 25'-0" AW AY FROM ANY EXHAUST OR VENTS.

2. PIPING RISES THROUGH ROOF FROM FLOOR BELOW . ALL EXTERIOR PIPING SHALL BE HEAT TRACED. PIPING RISES INTO AHU SERVICE VESTIBULE THROUGH THE FLOOR OF THE UNIT..

3. DASHED LINES INDICATE 25'-0" CLEARANCE FROM EXHAUST FANS ON THE ROOF. DO NOT LOCATE OUTSIDE AIR OPENING FROM AIR HANDLER INSIDE THIS CIRCLE.

4. MECHANICAL SERVICE PLATFORM W ITH OSHA COMPLIANT RAILING. REFER TO STRCTURAL AND ARCHITECTURAL DRAW INGS.

5. DUCT SHALL DROP THROUGH SERVICE PLATFORM GRATING SO A 3'-0" W IDE PATH CAN BE MAINTAINED TO GET PAST THE DUCT.

6. PROVIDE EXHAUST STACK, REFER TO UTILITY SET FAN DETAIL.

7. DUCTW ORK DROPS ALONG THE EXTERIOR W ALL INTO THE COURTYARD BELOW . REFER TO SHEET M201 FOR CONTINUATION.

8. ACCESS LADDER TO SERVICE PLATFORM.

9. ROOF ACCESS DOOR, REFER TO ARCHITECTURAL PLANS.

10. EXISTING PNUEMATIC TUBE TO BE RE-W ORKED TO AVOID CONFLICT W ITH NEW DUCTW ORK. RE-INSULATE TO MATCH EXISTING.

11. DUCT SUPPORT CURBS. SPACE PER MANUFACTURER 'S RECOMMENDATIONS.

12. EXISTING BUILD ING STEEL ABOVE ROOF.

13. EXHAUST FILTER HOUSING CONTAINING 2" MERV 8 FILTER AND 12" HEPA FILTER IN SERIES. FILTERS SHALL BE 20"X20" OR EQUIVALENT SQUARE FOOTAGE. HOUSING SHALL BE EQUAL TO CAMFIL GLIDEPACK.

SCALE: 1/4" = 1'-0"

MECHANICAL ROOM SECTION2

SCALE: 1/4" = 1'-0"

AHU DETAIL3

NOTES - MECHANICAL ROOM SECTION

1. EXHUAST DUCT HIGH.

2. RETURN DUCT HIGH.

3. SUPLLY DUCT LOW .

4. EXHAUST FAN VFD.

5. DDC PANEL.

6. HEAT TRACE PANEL.

2

2

2

2



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

Date

Sheet No.







PHARMACY


8/2

0/2

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9 4

:21

:02

PM

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05

\He

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2019-05078

LLC

KMU

July 24, 2019

E002

ELECTRICALSCHEDULES

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 134.95 kVA 28.85 kVA (80 A)

TOTAL CONNECTED ESTIMATED DEMAND

Notes: 1. NOTE - THIS IS AN EXISTING PANEL AND SERVED FROM NORMAL POWER. PANEL WAS PREVIOUSLY LABELED CG.

Total Load: 12.14 kVA 11.31 kVA 11.50 kVA

41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42

39 REC 20 A 1 720 VA 180 VA 1 20 A REC 40

37 REC 20 A 1 720 VA 900 VA 1 20 A REC 38

35 REC 20 A 1 720 VA 900 VA 1 20 A REC 36

33 EXISTING 20 A 1 720 VA 720 VA 1 20 A EXISTING 34

31 EXISTING 20 A 1 720 VA 1110... 1 20 A REFRIGERATOR 32


27 EXISTING 20 A 1 720 VA 1000... 1 20 A REFRIGERATOR 28

25 HOOD 20 A 1 1110... 1360... 1 20 A REFRIGERATOR 26


21 HOOD 20 A 1 1110... 750 VA 1 20 A HOOD 22

19 REC 20 A 1 1180... 720 VA 1 20 A EXISTING 20

17 UC REF 20 A 1 1160... 2400... 1 20 A OMNICELL 18

15 EXISTING 20 A 1 720 VA 720 VA 1 20 A REC 16

13 EXISTING 20 A 1 720 VA 720 VA 1 20 A REC 14

11 REC 20 A 1 720 VA 720 VA 1 20 A REC 12

9 REFRIGERATOR 20 A 1 1000... 1000... 1 20 A REFRIGERATOR 10


5 FREEZER 20 A 1 1000... 1000... 1 20 A FREEZER 6

3 EXISTING 20 A 1 720 VA 1233... 1 20 A LTG PHARMACY 4


CKT Circuit Description Trip PolesA B C

Poles Trip Circuit Description CKT

Voltage: 120/208 Wye-3PH-4W Mains Rating: 200 ASupply From: DP3 Enclosure: Type 1 Mains Type: MLO

Location: CORRIDOR 1527 Mounting: Recessed A.I.C. Rating: EXISTING

Panel: N112

52.29 kVA 46.85 kVA (130 A)


Notes: 1. NOTE - THIS IS AN EXISTING PANEL AND SERVED FROM THE CRITICAL BRANCH. PANEL WAS PREVIOUSLY LABELEDEM3.


41 -- -- -- 720 VA 6850... -- -- -- 42

39 EXISTING 20 A 2 720 VA 8710... -- -- -- 40

37 EXISTING 20 A 1 720 VA 8653... 3 70 A E127A-CB 38






















Location: CORRIDOR 1527 Mounting: Recessed A.I.C. Rating: EXISTING

Panel: E127-CB

24.21 kVA 18.77 kVA (52 A)


Notes: 1. NOTE - THIS IS A NEW PANEL AND SERVED FROM THE CRITICAL BRANCH.2. $ REPRESENTS GFCI BREAKER.








29 REC AHU-24 20 A 1 180 VA 0 VA 1 20 A Spare 30

27 REC 20 A 1 1180... 250 VA 1 20 A AHU-24RP 28

25 REC 20 A 1 720 VA 370 VA 1 20 A PHARMACY FAN COILS 26

23 REC 20 A 1 900 VA 720 VA 1 20 A $ REC 24

21 REF 20 A 1 360 VA 720 VA 1 20 A REC 22

19 COPIER 20 A 1 750 VA 1000... 1 20 A REF 20

17 UC REF 20 A 1 860 VA 1360... 1 20 A REF 18

15 OMNICELL 20 A 1 1000... 1290... 1 20 A HOOD 16

13 REC 20 A 1 720 VA 750 VA 1 20 A HOOD 14

11 REC 20 A 1 720 VA 750 VA 1 20 A HOOD 12

9 REC 20 A 1 720 VA 1110... 1 20 A HOOD 10

7 REFRIGERATOR 20 A 1 1000... 720 VA 1 20 A REC 1550 8

5 REFRIGERATOR 20 A 1 1000... 360 VA 1 20 A P TUBE 6

3 FREEZER 20 A 1 1000... 1080... 1 20 A AUTO DOORS 4

1 FREEZER 20 A 1 1000... 1623... 1 20 A LTG PHARMACY 2



Voltage: 120/208 Wye-3PH-4W Mains Rating: 100 ASupply From: E127-CB Enclosure: Type 1 Mains Type: MLO

Location: CORR. 1535 Mounting: Recessed A.I.C. Rating: 10,000

Panel: E127A-CB

NOTES:1.

LUMINAIRES

MARK FIX

TU

RE

VO

LT

AG

E

LO

AD

(V

A)

MANUFACTURER CATALOG NO. DESCRIPTION

OTHER ACCEPTABLEMANUFACTURERS

MOUNTING

SE

E N

OT

E

S-SURFACER-RECESSEDSM-STEM MTDWM-WALL MTDC-CHAIN MTD

UC-UNDER CABCS-CEIL SURFACE

C4 120 41 LITHONIA ZL1D-L48-5000LM-FST-MVOLT-35K-80CRI-WH-HC36 4' LONG LED INDUSTRIAL STRIP COLUMBIA "CSL" C

F6 120 21 LITHONIA LDN6-35/15-LO6-LSS-MVOLT-EZ10 6" LED DOWNLIGHT PRESCOLITE "LC6" R

L22 120 32 LITHONIA EPANL-2x2-4000LM-80CRI-35K-MIN10-ZT-MVOLT 2'x2' LED FLAT PANEL COLUMBIA "CFP" R

L24 120 54 LITHONIA EPANL-2x4-6000LM-80CRI-35K-MIN10-ZT-MVOLT 2'x4' LED FLAT PANEL COLUMBIA "CFP" R

L24L 120 39 LITHONIA EPANL-2x4-4000LM-80CRI-35K-MIN10-ZT-MVOLT 2'x4' LED FLAT PANEL COLUMBIA "CFP" R

W2 120 20 TECH LIGHTING 700BCMLN-24-W-C-LED930 2' LONG LED VANITY LIGHT MODERN FORMS WM

X1 120 1 LITHONIA LQC-W-1-R SINGLE FACE EXIT SIGN DUAL-LITE CS

X2 120 1 LITHONIA LQC-W-2-R DOUBLE FACE EXIT SIGN DUAL-LITE CS

NOTES:1. SINGLE POINT CONNECTION TO EACH FAN/PUMP.2. EC SHALL PROVIDE WEATHERPROOF DISCONNECT ADJACENT TO EXHAUST FAN.

MOTORS, STARTERS, DISCONNECTS & CONTROLS

MARK

MOTOR STARTER DISCONNECT MEANS FEEDER

SE

E N

OT

E

NAMEPLATE

CHARACTERISTICS

NE

MA

SIZ

E

TYPE LOCATION

FU

RN

ISH

ED

BY

TYPE LOCATION

FU

RN

ISH

ED

BY

NU

MB

ER

OF

CO

ND

UC

TO

RS

WIR

E S

IZE

GR

OU

ND

SIZ

E

CO

ND

UIT

SIZ

E

HO

RS

EP

OW

ER

(H

P)

LO

AD

(kV

A)

12

0V

-1P

H

20

8V

-1P

H

20

8V

-3P

H

48

0V

-1P

H

48

0V

-3P

H

EC

M

MA

GN

ET

IC

VF

D

SE

E N

OT

E

NE

AR

MO

TO

R

IN

TE

GR

AL

W/

EQ

UIP

.

RO

OM

NU

MB

ER

SE

E N

OT

E

DIS

C S

WIT

CH

NE

MA

TY

PE

DIS

C S

IZE

FU

SE

SIZ

E

NE

AR

MO

TO

R

IN

TE

GR

AL

W/

EQ

UIP

.

SE

E N

OT

EAHU-24R PHARMACY AHU RETURN FAN 787 W 0.79 ● ● ● HC ● ● HC 3 12 12 0.75 1

AHU-24RP PHARMACY AHU RECIRC PUMP 250 VA 0.25 ● ● ● HC ● ● HC 3 12 12 0.75 1

AHU-24S PHARMACY AHU SUPPLY FAN 4567 W 4.57 ● ● ● HC ● ● HC 3 12 12 0.75 1

EF-92 CHEMO EXHAUST 2 2.83 ● ● 1542A 2 HC ● 3R 30 ● EC 3 12 12 0.75 2

10.18 kVA 10.18 kVA (12 A)


Notes: 1. NOTE - THIS IS A NEW PANEL AND SERVED FROM THE EQUIPMENT BRANCH.


41 Space -- -- 0 VA 0 VA -- -- Space 42

39 Space -- -- 0 VA 0 VA -- -- Space 40

37 Space -- -- 0 VA 0 VA -- -- Space 38

35 Space -- -- 0 VA 0 VA -- -- Space 36

33 Space -- -- 0 VA 0 VA -- -- Space 34

31 Space -- -- 0 VA 0 VA -- -- Space 32

29 Space -- -- 0 VA 0 VA -- -- Space 30

27 Space -- -- 0 VA 0 VA -- -- Space 28

25 Space -- -- 0 VA 0 VA -- -- Space 26

23 Space -- -- 0 VA 0 VA -- -- Space 24

21 Space -- -- 0 VA 0 VA -- -- Space 22

19 0 VA -- -- Space 20

17 -- -- -- 0 VA 0 VA -- -- -- 18

15 -- -- -- 0 VA 0 VA -- -- -- 16


11 942 VA -- -- -- 12

9 942 VA -- -- -- 10

7 HEAT TRACE 20 A 1 2000... 942 VA 3 20 A EF-1 8

5 -- -- -- 1522... 262 VA -- -- -- 6

3 -- -- -- 1522... 262 VA -- -- -- 4

1 AHU-24S 30 A 3 1522... 262 VA 3 20 A AHU-24R 2




Location: HVAC 1542A Mounting: Surface A.I.C. Rating: 10,000

Panel: E190-EB

2 2

2

8

13

14

WP

/GF

DP

5

DP

2

DP

3

DP

4

US1 US2

DP

1

ATS1

EM1

PR

IMA

RY

SW

ITC

HG

EA

R #

2

DP15

T11

NL2

NL1

DP

4D

P5

DP

5

DP

5

DP

1

DP

2

DP

3D

P3

DP

2D

P2

DP

3

EF-92

E190-EB - 1,3,5

W P

TO VFD

AHU-24SE190-EB - 2,4,6AHU-24RE127A-CB - 28AHU-24RP

2

E12

7A-C

B -

29



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

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Sheet No.







PHARMACY


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2019-05078

LLC

KMU

July 24, 2019

E004

BASEMENT AND ROOFPLANS

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

SCALE: 1/8" = 1'-0"

PARTIAL BASEMENT - ELECTRICAL PLAN3

NOTES

SCALE: 1/16" = 1'-0"

PARTIAL THIRD FLOOR (ROOF) - ELECTRICAL PLAN4

PTD

SD

GF

S

S

S

S

CR

EL

CR

EL

CREL

JJ

SHD

HD

HD

29"MH

D 29"MH

29"M

H

D29

"MH

29"M

H

D29

"MH

29"MH

D29"MH

FREEZER

D 46"MH

FREEZER

FREEZER

D 46"MH

FREEZER

REF

D46"MH

REF

REF

D46"MH

REF

GF

D46"MH

CR

AS

H C

AR

T

CR

AS

H C

AR

T

D D

D

D D

UC

R

D18

"MH

UC

R

OMNICELL

D46"MH

OMNICELL

OMNICELL

D46"MH

OMNICELL

CO

D46

"MH

CRASH CART29"MH

D 29"MH

29"MH

D 29"MH

GF

B/S

INK

HOOD

D 46"MH

HOOD

HO

OD

D46

"MH

HO

OD

HOOD

D46"MH

HOOD

REF

D46"MH

REF

29"M

H

D29

"MH

29"M

H

D29

"MH

HOOD

D46"MH

HOOD

REF

D 46"MH

REF

D

D

29"M

H

D29

"MH

29"M

H

D29

"MH

29"MH

D29"MH

29"MH

D29"MH

29"MH

D 29"MH

29"M

H

D29

"MH

FC 1-01 FC 1-03

FC 1-04A

FC 1-04B

FC 1-05

FC 1-02

CR

EL

46"

D46

"MH46

"

46"

D46

"MH46

"

D46

"MH

REF

D46"MH

REF

46"

D46

"MH46

"46

"

D46

"MH

46"

ROOSTER ALARM/96"

J

E12

7A-C

B

E127-CB N112

1544

ORDER

ENTRY

OFC

1542AHVAC

1535CORR.

1527CORRIDOR

1542ANTI RM

1541CHEMO RM

1540

HD

NON-STERILE

1539NARC RM

1538POP

1533JAN

1550PACKAGING1548

RECEIVING

1547

ADA STAFF

TOILET

1546OFC

1545MGR. OFC

1543IV RM

1537A

BULK

STORAGE

1537

ORDER

ENTRY

E127A-CB - 6 E127A-CB - 6

11

E127A-CB - 4

E127A-CB - 4

E127A-CB - 4

39

37

38

38

39

39

8

11 8

11

1

5

3

6

7

10

5

9

38

23

38

38

23 23

9

12

1114

1114

13 16 13 16

1717

15

18

15

18

19

2412

9

39

24

10

32

1221

16

25

18

26

1717

14

22

20

28

36

36

36

36

37

3522

35

22

37

40

25

25

E127A-CB - 26

2

E127A-CB - 26

2

E127A-CB - 26

2

E127A-CB - 26

2

E127A-CB - 26

2

E127A-CB - 26

2

E190-EBEF-92VFD

TO DISCONNECT ON ROOF

E190-EB - 8,10,12

3

4

21211032

2719

4 27

19

3

5

1625

3

18 26

16

2

E190-EB - 7

651653



KEYPLAN:

REVISIONS:

NOTES:

Job No.

Drawn By

Checked By

Date

Sheet No.







PHARMACY


8/2

0/2

01

9 4

:21

:12

PM

\\D

ayd

ata

05

\He

apyD

ocu

men

ts\k

mu

hle

nh

ake\M

y D

ocum

ents

\20

19

-05

078

-ME

P-C

en

tra

l_km

uhle

nha

ke

.rvt

2019-05078

LLC

KMU

July 24, 2019

E301

FIRST FLOOR - POW ER& SYSTEMS PLAN

1 2019.07.24 ADDENDUM 1

2 2019.08.20 BULLETIN 1

SCALE: 1/4" = 1'-0"

PARTIAL FIRST FLOOR - NEW WORK POWER & SYSTEMS PLAN1

NOTES

1 PROVIDE 120V CONNECTION TO NEW PNEUMATIC TUBE STATION.

2 PROVIDE SINGLE POINT 120V CONNECTION TO FAN COIL. COORDINATEWITH HC.

3 MOUNT POWER/DATA IN CEILING.

4 STACK MOUNT POWER AND DATA ON MULLION.

5 EC SHALL BE RESPONSIBLE FOR LOW-VOLTAGE WIRING BETWEENAUTO OPERATOR AND "TOUCHLESS ACUATORS".

651653

PROVIDE 277V CONNECTION TO HEAT TRACE. COORDINATE WITH HC.

GENERAL NOTES


B. UNLESS NOTED OTHERW ISE, ALL NORMAL POW ER RECEPTACLES SHALL BE FED FROM PANEL N112 AND ALL CRITICAL POW ER RECEPTACLES SHALL BE FED FROM E127A-CB.

PROJECT TITLE: GRANDVIEW MEDICAL CENTER...COL contractor CORR CONTR corridor column FRT fire...

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Transcript of PROJECT TITLE: GRANDVIEW MEDICAL CENTER...COL contractor CORR CONTR corridor column FRT fire...