PEGASUS TECHNOLOGIES INC. - tmay.netplumbing p-1 waste piping plan p-2 water piping plan p-3...

BHA #

INDEX OF DRAWINGS

PEGASUS TECHNOLOGIES INC.

11/20/2019

932 PILOT DRIVEGREEN COVE SPRINGS, FL 32043

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/20/

2019

17072

DRAWINGNUMBER DRAWING NAME CURRENT ISSUE DATE CURRENT ISSUE DESCRIPTION

A803 INTERIOR ELEVATIONS 11/20/2019 ISSUED FOR BID



A807 INTERIOR SECTION DETAILS 11/20/2019 ISSUED FOR BID

A901 FINISH SCHEDULE 11/20/2019 ISSUED FOR BID

A902 ARCHITECTURAL FINISH PLAN 11/20/2019 ISSUED FOR BID

A903 ENLARGED FINISH PLAN DETAILS 11/20/2019 ISSUED FOR BID

A904 ENLARGED FINISH PLAN DETAILS 11/20/2019 ISSUED FOR BID

A905 CABINET & MILLWORK DETAILS 11/20/2019 ISSUED FOR BID

A906 MILLWORK DETAILS 11/20/2019 ISSUED FOR BID

A1001 DOOR SCHEDULES & DETAILS 11/20/2019 ISSUED FOR BID

A1002 WINDOW ELEVATIONS & DETAILS 11/20/2019 ISSUED FOR BID

PLUMBING

P-1 WASTE PIPING PLAN

P-2 WATER PIPING PLAN

P-3 ENLARGED PLUMBING PLANS

P-4 PLUMBING DETAILS

P-5 PLUMBING RISERS

FIRE PROTECTION

FP-1 FIRE PROTECTION FLOOR PLAN

FP-2 FIRE PROTECTION DETAILS

MECHANICAL

M-1 MECHANICAL FLOOR PLAN

M-2.0 MECHANICAL ENLARGED MECH RM-B06

M-2.1 MECHANICAL ENLARGED MECH RM-B41

M-2.2 MECHANICAL ENLARGED RESTROOMS

M-3.0 MECHANICAL DETAILS

M-3.1 MECHANICAL DETAILS

M-4 MECHANICAL SCHEDULES

M-5 MECHANICAL GENERAL NOTES

M-6 MECHANICAL LEGEND

M-7 MECHANICAL MINI-SPLIT DIAGRAMS

ELECTRICAL

E1.0 ELECTRICAL LEGEND, NOTES, AND DETAILS

E1.1 ELECTRICAL SITE PLAN

E2.1 ELECTRICAL FLOOR PLAN - LIGHTING

E3.1 ELECTRICAL FLOOR PLAN - POWER AND SYSTEMS

E3.2 ELECTRICAL FLOOR PLAN - COMMUNICATIONS PATHWAY

E4.1 ELECTRICAL FLOOR PLAN - FIRE ALARM

E5.1 ELECTRICAL RISER DIAGRAMS

E5.2 ELECTRICAL PANEL SCHEDULES

E5.3 ELECTRICAL DETAILS




DRAWINGNUMBER DRAWING NAME CURRENT ISSUE DATE CURRENT ISSUE DESCRIPTION

GENERAL

G001 COVER 11/20/2019 ISSUED FOR BID

LS1 LIFE SAFETY PLAN 11/20/2019 ISSUED FOR BID

CIVIL

C-1.0 GENERAL NOTES

C-1.1 LIMITS OF CLEARING

C-2.0 HORIZONTAL CONTROL PLAN

C-3.0 GRADING AND DRAINAGE PLAN

C-4.0 WATER & SEWER PLAN

C-5.0 SITE DETAILS

C-8.0 EROSION CONTROL DETAILS

C-8.1 SAMPLE SWPPP-1

C-8.2 SAMPLE SWPPP-2

L-1.0 LANDSCAPE PLAN

STRUCTURAL

S001 GENERAL NOTES AND DESIGN CRITERIA

S002 TYPICAL DETAILS

S101 FIRST FLOOR SLAB & FOUNDATION PLAN

S102 SECTIONS & DETAILS

S121 ROOF FRAMING PLAN



S201 SHEARWALL REINFORCING ELEVATIONS





ARCHITECTURE

A001 GENERAL PROJECT INFO & ABBREVIATIONS 11/20/2019 ISSUED FOR BID

A002 MOUNTING LOCATIONS (TYPICAL) 11/20/2019 ISSUED FOR BID

A003 MOUNTING LOCATIONS (TOILET ROOMS) 11/20/2019 ISSUED FOR BID

A101 ARCHITECTURAL SITE PLAN (OVERALL) 11/20/2019 ISSUED FOR BID

A102 ARCHITECTURAL SITE PLAN 11/20/2019 ISSUED FOR BID

A103 ARCHITECTURAL SITE PLANS/DETAILS 11/20/2019 ISSUED FOR BID

A104 ARCHITECTURAL SITE PLAN/DETAILS GENERATOR 11/20/2019 ISSUED FOR BID

A201 LEVEL 1 - OVERALL FLOOR PLAN 11/20/2019 ISSUED FOR BID

A202 ENLARGED PLANS 11/20/2019 ISSUED FOR BID



A205 ENLARGED PLAN DETAILS 11/20/2019 ISSUED FOR BID

A301 EXTERIOR ELEVATIONS 11/20/2019 ISSUED FOR BID

A302 ENLARGED EXTERIOR ELEVATIONS 11/20/2019 ISSUED FOR BID

A401 ARCHITECTURAL BUILDING SECTIONS 11/20/2019 ISSUED FOR BID

A501 EXTERIOR WALL SECTIONS 11/20/2019 ISSUED FOR BID



A506 EXTERIOR SECTION DETAILS 11/20/2019 ISSUED FOR BID

A507 EXTERIOR SECTION DETAILS 11/20/2019 ISSUED FOR BID

A508 INTERIOR PARTITION TYPES 11/20/2019 ISSUED FOR BID

A601 OVERALL ROOF PLAN 11/20/2019 ISSUED FOR BID

A701 REFLECTED CEILING PLAN 11/20/2019 ISSUED FOR BID

A702 CEILING DETAILS 11/20/2019 ISSUED FOR BID



BUSINESS OPERATIONS CENTER

AREA MAP VICINITY MAP



FOR BIDTHESE DRAWINGS ARE

RELEASED FOR BIDDING PURPOSES AND ARE NOT

INTENDED FOR REGULATORY REVIEW OR

APPROVAL.

11/20/2019 ISSUED FOR BID



















































MECHANICAL

ELEC/TEL. OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE

SERVER

I.T.OFFICE OFFICE OFFICE

CONFERENCE

BREAK ROOM

RESTROOM/SHOWER RESTROOM/

SHOWER

TEAM ROOM

TRAINING ROOM(ASSEMBLY A-3)

OPEN OFFICE

SERVERFILES

RR RR

JAN

JAN

RR

MTG

LOBBY

ELEC

OFFICE

MECHANICAL

TRAVEL DISTANCE 152'

TRAVEL DISTANCE 215'

STORAGE

TR

AV

EL

DIS

TA

NC

E 1

08'

72"

36"

36"

36"

ADA RAMP

CONCRETE WALK CO

NC

RE

TE

WA

LK

CONCRETE WALK

ASPHALT

CO

NC

RE

TE

WA

LK

GRASS TURF

CO

NC

RE

TE

WA

LK

CO

NC

RE

TE

WA

LK

NEW ASPHALT PARKING LOT

LA

ND

SC

AP

E A

RE

A

LANDSCAPE AREA

FEC

FE

C

FE

C

OFFICE

OFFICE

FE

FE

FE

FEC

FE

FE

FE

EXIT 01 EX

IT 0

2

EX

IT 0

3

EXIT 04

NEW DIESEL FUELEMERGENCY GENERATOR

8'-0" MASONRY SCREEN WALL ENCLOSURE

CONDENSER PAD

CO

ND

EN

SE

R P

ADTRAVEL DISTANCE 117'

CURB RAMP

CU

RB

RA

MP

EXISTING BUILDING

FE

COMMON PATH OF TRAVEL 85'

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:

ARCHITECT LICENSE NO.

DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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LS1

LIFE SAFETY PLAN

09/07/18

DSS

RM

17072

NOT FOR CONSTRUCTIONTHESE DRAWINGS ARE RELEASED FOR REVIEW

AND COORDINATION PURPOSES ONLY AND

ARE NOT FOR REGULATORY APPROVAL,

PERMIT, OR CONSTRUCTION.

1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO ASCERTAIN THE EXISTING SITE CONDITIONS AND THE SCOPE OF THE WORK.

2. PRIOR TO SITE CLEARING, THE CONTRACTOR SHALL MEET WITH THE OWNER AND HIS PROPERTY LEASOR (REYNOLDS BUSINESS PARK) TO VERIFY ANY SITE OR FACILITY REQUIREMENTS / PROTECTIONS THAT MUST BE MAINTAINED DURING THE CONSTRUCTION ACTIVITIES. ALL OPERATIONS PERTAINING TO THIS PROJECT MUST BE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL ORDINANCES.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY EXISTING CONDITIONS WHICH MAY ADVERSELY AFFECT THE EXECUTION, PERFORMANCE OR QUALITY OF THE FINAL RESULT.

4. THE CONTRACTOR SHALL PROVIDE BARRICADES AS NECESSARY TO RESTRICT AND PROTECT THE OCCUPANTS OF THE ADJACENT BUILDINGS AND TO PROTECT THE PUBLIC FROM HAZARDS IN AND AROUND THE AREAS OF WORK.

5. THE CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING IMPROVEMENTS NOT SPECIFICALLY IDENTIFIED TO BE AFFECTED BY THE SCOPE OF WORK. THIS SHALL INCLUDE EQUIPMENT AND UTILITIES AT OR NEAR THE SITE OF THE WORK. THE CONTRACTOR SHALL REPAIR OR RESTORE ANY DAMAGE TO SUCH FACILITIES RESULTING FROM THE PERFORMANCE OF THE WORK.

6. THE CONTRACTOR SHALL PROVIDE SECURE STORAGE FOR ALL MATERIALS AND EQUIPMENT INVOLVED IN THE PROJECT. THE SECURE AREA SHALL PROVIDE PROTECTION OF MATERIALS AND EQUIPMENT FROM THEFT, VANDALISM AND FROM CAUSING PERSONAL INJURY. NO EQUIPMENT OR MATERIALS SHALL BE LEFT UNATTENDED OR UNSECURED. IN ADDITION, THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS THOROUGHLY TO ENSURE THAT THOSE MATERIALS THAT MUST REMAIN DRY OR UNDER SHELTER PRIOR TO, DURING, AND/OR AFTER INSTALLATION. THE CONTRACTOR SHALL PROVIDE HIS OWN MEANS FOR ENSURING THE MATERIALS REMAIN DRY AND/OR SHELTERED THROUGHOUT THE CONSTRUCTION PROCESS.

7. THE OWNER WILL OCCUPY THE SITE DURING THE EXTENT OF THE CONTRACT. THE CONTRACTOR SHALL MAINTAIN SAFE PEDESTRIAN AND VEHICLE EGRESS FROM ALL AREAS DURING THE WORK. DO NOT BLOCK THE VEHICLE OR PEDESTRIAN RIGHT OF WAY.

8. NO INTERRUPTION OF ANY UTILITIES ON THE SITE WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER AND/OR THE OWNER'S LEASOR (AS REQUIRED). PROVIDE A MINIMUM OF 48 HOURS NOTICE PRIOR TO A SCHEDULED INTERRUPTION. INTERRUPTIONS OF ELECTRICAL POWER SHALL BE SCHEDULED TO OCCUR ONLY AFTER REGULAR BUSINESS HOURS OR AS APPROVED.

9. THE CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO THE EXISTING BUILDINGS, SITE, OR IT'S CONTENTS, AS A RESULT OF THE CONSTRUCTION AND SHALL MAKE GOOD ANY DAMAGE, INCLUDING DAMAGE TO ADJACENT LANDSCAPE, IRRIGATION, OR HARDSCAPE. THE CONTRACTOR SHALL MAKE A VISUAL SURVEY OF THE EXISTING CONDITIONS WITH THE OWNER AND THE OWNERS REPRESENTATIVE PRESENT, PRIOR TO THE START OF WORK.

10. CLEANING: THE CONSTRUCTION AREA SHALL BE CLEANED DAILY. THE CONSTRUCTION SITE SHALL NOT BE MESSY OR DIS-ORGANIZED OR PERCEIVED AS SUCH. MISCELLANEOUS MATERIALS SHALL BE STORED AND PROTECTED FROM WEATHER.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SEQUENCE OF CONSTRUCTION TO MAINTAIN PROJECT SAFETY.

PRIMARY BUILDING USE: BUSINESS OCCUPANCY (B)

SECONDARY USE: ASSEMBLY (A-3) (TRAINING ROOM) BUILDING CODE:

PLUMBING CODE:

MECHANICAL CODE:

ELECTRICAL CODE:

FIRE CODE:

ACCESSIBILITY CODE:

ENERGY CODE:

LIFE SAFETY CODE: NFPA 101, 2015; CH 12 (NEW ASSEMBLY OCCUPANCIES), CH 38 (NEW BUSINESS

OCCUPANCIES)

2017 FLORIDA BUILDING CODE, 6TH EDITION

2017 FBC PLUMBING, 6TH EDITION

2017 FBC MECHANICAL, 6TH EDITION

NFPA 70 - 2014 NATIONAL ELECTRIC CODE

2017 FLORIDA FIRE PREVENTION CODE, 6TH EDITION

2017 STATE OF FLORIDA ACCESSIBILITY CODE

2017 FLORIDA ENERGY CONSERVATION CODE, 6TH EDITION

WALL AND CEILING FINISHES

CLASS A: FLAME SPREAD 0-25; SMOKE-DEVELOPED 0-450

CLASS B: FLAME SPREAD 26-75; SMOKE-DEVELOPED 0-450

CLASS C: FLAME SPREAD 76-200; SMOKE-DEVELOPED 0-450

GROUP CLASS

EXIT ENCL/EXIT PASSAGEWAYS A

CORRIDORS A

ROOMS AND ENCL SPACES B

ABOVE FINISHED CEILINGS A

BUILDING ELEMENT

FIRESEPARATION

DISTANCE(FEET)

RATING** REQ DESIGN# FORRATED

ASSEMBLIES

REQ DESIGN #FOR RATED

PENETRATION

REQ DESIGN# FOR RATED

JOINTSREQ'DPROVIDED

*

STRUCTURAL FRAME, INCLUDINGCOLUMNS, GIRDERS ANDTRUSSES

0 0 N/A

BEARING WALLS - EXTERIOR 0 0 N/A

BEARING WALLS - INTERIOR 0 0 N/A

NONBEARING WALLS - EXTERIOR 0 0 N/A

NONBEARING WALLS - INTERIOR 0 0 N/A

FLOOR CONSTRUCTION ANDASSOCIATED SECONDARYMEMBER

0 N/A

ROOF CONSTRUCTION ANDASSOCIATED SECONDARYMEMBER

0 N/A

** 0-4 hours or N/A - Not applicable

FBC TABLE 601/602BUILDING IS TO BE TYPE II-B CONSTRUCTIONBUILDING AREA: 24,535 GSFPROTECTION: FULLY SPRINKLERED

MAXIMUM AREA ALLOWED: FBC TABLE 506.2 (92,000 SF MAXIMUM / 24,535 SF ACTUAL)MAXIMUM STORIES ALLOWED: FBC TABLE 504.4 (4 MAXIMUM / 1 ACTUAL) MAXIMUM BUILDING HEIGHT: FBC TABLE 504.3 (75' MAXIMUM / 30' PROVIDED)

SECTION 506 - BUILDING AREA MODIFICATIONS

Aa = {At + [At x If] + [At x Is]}Aa = Allowable Building Area per storyAt = Tabular Building Area per story in accordance with Table 503If = Area Increase factor due to frontageIs = Area Increase due to sprinkler protection

Is = 3 (300%) for buildings with no more than 1 story above grade plane (FBC 506.3)Aa = {23,000sf + [23,000sf x 0] + [23,000sf x 3]} = 92,000sf

REFER TO THE MECHANICAL AND ELECTRICAL DRAWINGS FOR FIRE ALARM DEVICES, SMOKE AND HEAT DETECTION DEVICES AND AUTOMATIC SPRINKLERS

CONTRACTOR REQUIREMENTS

1. CONTRACTOR SHALL COORDINATE WITH

THE ARCHITECT AND BUILDING OWNER TO

DEVELOP AN APPROVED PHASING SCHEDULE

AND PROCESS FOR THE PROJECT, PRIOR TO THE START OF CONSTRUCTION.

FIRE EXTINGUISHER MOUNTING SHALL COMPLY WITH NFPA 10SHALL BE LOCATED WITHIN 75'-0" MAXIMUM TRAVEL DISTANCE.

EMERGENCY EGRESS LIGHTING IS ILLUSTRATED ON LIFE SAFETY PLAN AND ELECTRICAL

FBC TABLE 601

OCCUPANCY CLASSIFICATIONFBC CHAPTER 3

FIRE-RESISTANCE RATING REQUIREMENTS

NEW OPERATIONS BUILDING

THIS PROJECT IS FOR THE SITE DEVELOPMENT AND CONSTRUCTION OF A NEW 24,535 GSF OPERATIONS BUILDING FOR PEGASUS TECHNOLOGIES INC. THE BUILDING SHALL BE A TYPE II-B SINGLE STORY STRUCTURE WITH SINGLE DIRECTIONAL SLOPE ROOF STRUCTURES. THERE SHALL BE APPROXIMATELY 45,000+/- GSF OF SITE/SURFACE GRADING, HARDSCAPE, AND LANDSCAPE AS A PART OF THE PROJECT DEVELOPMENT. THE SITE WORK SHALL INCLUDE ADJACENT HARDSCAPES TO THE BUILDING (WALKWAYS, EQUIPMENT PADS, SITE RELATED STAIRS, RAMPS, CURBS, AND VEHICLUAR PAVEMENT). A PARKING LOT SHALL BE PLACED DIRECTLY ADJACENT TO THE NEW BUILDING AND SHALL ACCOMODATE A TOTAL OF 96 PARKING SPACES WITH AN ADDITIONAL 5 ACCESSIBLE SPACES. THE NEW PARKING LOT SHALL TIE INTO THE EXISTING GATED SITE ENTRY (WHICH SHOULD REMAIN ACCESSIBLE THROUGHOUT CONSTRUCTION). LANDSCAPING SHALL MEET THE MINIMUM CODE/ORDINANCE REQUIREMENTS FOR TREE/SHRUB PLANTINGS.

APPLICABLE CONSTRUCTION CODES

GENERAL NOTES

PROJECT SCOPE

1/16" = 1'-0"1

LIFE SAFETY PLAN

BUILDING IS FULLY SPRINKLERED

PRIMARY BUILDING USE: BUSINESS OCCUPANCY - 300' MAXIMUM TRAVEL DISTANCE

SECONDARY USE: ASSEMBLY - 250' MAXIMUM TRAVEL DISTANCE

TRAVEL DISTANCE: FBC 1017, B OCCUPANCY - 300' MAXIMUM (ACTUAL 215')

FBC 1017, A-3 OCCUPANCY - 250' MAXIMUM (ACTUAL 117')

DEAD END CORRIDORS: FBC 1020.4, MAXIMUM ALLOWED IN B OCCUPANCY = 50' (IF FULLY SPRINKLERED). MAXIMUM ALLOWED IN A-3 OCCUPANCY = 20'NO DEAD END CORRIDORS ARE IN THE DESIGN.

COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75'-0"

EXCEPTION: FBC SECTION 1006.2.1 SPACES WITH ONE MEANS OF EGRESS OR EXIT ACCESS DOORWAY: 100'-0" MAXIMUM DISTANCE FOR B-OCCUPANCY SPACE PROVIDED AN AUTOMATIC

SPRINKLER SYSTEM IS PROVIDED.

BUSINESS OCCUPANCY: 20,025 GSF @ 100SF/PERSON = 201 PERSONS

ASSEMBLY (A-3) OCCUPANCY (TRAINING ROOM, CONFERENCE ROOMS, TEAM ROOM, BREAK ROOM): 4,510 NSF @ 15SF/PERSON = 301 PERSON (COMBINED)

EXIT REQUIREMENTS:

DOORS/ OPENINGS: (.2" / PERSON), 301 PERSONS = 100.4" TOTAL / 4 EXITS = 25.1"/EXITEXIT 01 = 34" CLEAR OPENING (170 PERSON CAPACITY)EXIT 02 = 34" CLEAR OPENING (170 PERSON CAPACITY)EXIT 03 = 34" CLEAR OPENING (170 PERSON CAPACITY)EXIT 04 = 70" CLEAR OPENING (340 PERSON CAPACITY)

EGRESS REQUIREMENTSFBC TABLE 1017.2

EMERGENCY GENERATOR SPECIFICS

EMERGENCY GENERATOR IS NOT REQUIRED PER CODE

NEW 400kva EMERGENCY GENERATOR: 120/208V, 3 phase

TANK: DIESEL - INTEGRAL SKID MOUNTED, STEEL, DOUBLE WALL SIZE: 1,750 GAL. CAPACITY

FOUNDATION: CONCRETE SLAB - REF ELEC AND STRUCT. DWGS.

SCREEN WALL ENCLOSURE: CMU - NOMINAL 11'-0" HEIGHT.

WIND DESIGN SPECIFICS

PROJECT SITE LOCATION: 932 PILOT DRIVE, GREENCOVE SPRINGS, FL 32043

RISK CATEGORY: II (FBC 2017 TABLE 1604.5)

BASIC WIND SPEED, V (ULTIMATE) - ASCE 7-16: 136MPH,

1IS

SU

ED

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ID11

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2019

Dat

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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28 A

MC

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GENERAL PROJECTINFO &

ABBREVIATIONS

11/20/2019

DSS

-

17072

GENERAL NOTES

1 CONTRACTOR SHALL COMPLY WITH ALLAPPLICABLE CODES, LAWS, ORDINANCES,ORDERS, RULES, AND REGULATIONS OFAUTHORITIES HAVING JURISDICTION.

2 CONTRACTOR SHALL OBTAIN AND PAY FORANY/ALL PERMITS AND INSPECTIONS REQUIREDBY PUBLIC AUTHORITIES GOVERNING THE WORKEXCEPT AS PROVIDED OTHERWISE IN THESPECIFICATIONS OR OWNER CONTRACTORAGREEMENT.

3 REVIEW ALL DOCUMENTS, VERIFY DIMENSIONSAND FIELD CONDITIONS AND CONFIRM THATWORK IS BUILDABLE AS SHOWN. REPORTANY/ALL CONFLICTS OR OMISSIONS TO THEARCHITECT FOR CLARIFICATION PRIOR TOPERFORMING ANY WORK IN QUESTION.

4 COORDINATE WORK WITH THE OWNER,INCLUDING SCHEDULING TIME AND LOCATIONSFOR DELIVERIES, SITE ACCESS, USE OFSERVICES AND FACILITIES. MINIMIZEDISTURBANCE TO SITE, FACILITY FUNCTIONSAND OCCUPANTS.

5 OWNER WILL PROVIDE WORK NOTED "BYOTHERS" OR "NIC" (NOT IN CONTRACT) UNDERSEPARATE CONTRACT. INCLUDE ANYSCHEDULE REQUIREMENTS FOR SUCH WORK INTHE CONSTRUCTION PROGRESS SCHEDULE ANDCOORDINATE IT WITH THE OWNER TO ASSUREAN ORDERLY SEQUENCE OF INSTALLATION.

6 MAINTAIN WORK AREAS SECURE AND LOCKABLEDURING CONSTRUCTION. COORDINATE THISWITH THE OWNER TO ENSURE SECURITY.

8 DO NOT SCALE FROM DRAWINGS. THE WRITTENDIMENSIONS GOVERN. IN THE INSTANCE OF ACONFLICT, CONSULT THE ARCHITECT.

ABBREVIATIONS GRAPHIC SYMBOLS

ELEVATION INDICATION

GLASS SYMBOL

MASONRY COURSING

WOOD VENEER

STONE

PB

ML

ES

KS

EL

DDC

DC

DR

H

EH

IA

MS

DR

IC

B

B

CR

CAMERA

CARD READER

ELECTRIC DOOR BELL PUSH

ELECTRIC DOOR BELL

INTERCOM

REMOTE DOOR RELEASE

BUTTON

MOTION SENSOR

INTRUSION ALARM

ELECTRIC DOOR HINGE

ELECTRICAL DOOR HOLD

OPENELECTRICAL DOOR

RELEASE

ELECTRICAL DOOR

MONITOR CONTACT

DOUBLE DOOR MONITOR

CONTACTELECTRIC LOCKSET

ELECTRIC KEY SWITCH

ELECTRIC STRIKE

MAGNETIC LOCKSET

SECURITY DEVICES

PANIC BUTTON

V

P

J

J

AVT

AV

CTV

T

FW

FA

ST

EQUIP TAG (REFER TO

EQUIP SCHEDULE)WALL MTD FIRE ALARM

STROBE

FIRE ALARM PULL

FIRE WARDEN STATION

THERMOSTAT

CABLE TV RECPT

AV RECPT

AV TROUGH

ELECTRICAL JUNCTION BOX

VOICE/DATA JUNCTION BOX

SYS WORKSTATION PANEL

POWER INFEED


VOICE/DATA INFEEDCONDUIT STUB-OUT POWER

CONDUIT STUB-OUT VOICE

AND DATA

CONDUIT STUB-OUT A/V

PLUG MOLD

XX

WALL MTD DEVICES

LT FXTRS

FLOURESCENT LT FXTR

FLOURESCENT LT FXTR /

EMERGENCY CIRCUIT

EXIST LT FXTR TO BE

REMOVED

UNDER CAB FLOURESCENT FXTR

FLOURESCENT STRIP FXTR

FLOURESCENT PENDANT FXTR

RECES DOWNLT

RECES ADJUSTABLE DN LT

RECES WALL WASHER

TRACK LTING

SURFACE MTD LT FXTR

WALL SCONCE

LT SWITCH

DDIMMER SWITCH

MECHANICAL FXTRS

RETURN AIR

SUPPLY AIR

CIRCULAR DIFFUSER

LINEAR DIFFUSER

EXHAUST FAN

MS

S

FIN CLG HEIGHT SYMBOL

GRID STARTPOINT SYMBOL

MOTION SENSOR

CLG MTD SPEAKER

CLG MTD CAMERA

CLG MTD SPRINKLER HEAD

CLG MTD SMOKE DETECTOR

EDENOTES EXISTING TO

REMAIN

RDENOTES EXIST TO BE

RELOCATED

ACCESS DOOR

REFLECTED CLG

xx

xx xx

xx

xx

CLG MTD STROBE LT

ACOUS CLG AND GRID

CLG HEIGHT CHANGE

xx'-xx"

xx'-xx"

X'-X"

AT1 CLG FINISH TAG

CLG MTD EXIT SIGNS

WALL MTD EXIT

SIGNS - PARALLEL

WALL MTD EXIT

SIGNS -

PERPENDICULAR

AV

PVA

PVD

AV

AV

PP

V

P

AV

AV

AV

QUADRAPLEX RECPT

COMBINATION DUPLEX &

VOICE/DATA RECPT

DUPLEX RECPT

SINGLE RECPT

COMBINATION QUADRAPLEX

& VOICE/DATA RECPTS

COMBINATION DUPLEX, AUDIO

VISUAL AND VOICE/DATA RECPTS

COMBINATION QUADRAPLEX,

AV & VOICE/DATA RECPTS

VOICE/DATA RECPT

DATA RECPT


VOICE INFEED

VOICE/DATA RECPT

DATA RECPT

FURN SYSTEM ELECTRIC

PIGTAIL

COMBINATION QUADRAPLEX,

AV & VOICE/DATA RECPTS

RAISED FLR BOX,

COMBINATION POWER,

VOICE/DATA, A/V

RAISED FLR BOX, AV

DUPLEX RECPT

VOICE RECPT

FURN MTD, POWER POLE

AV RECPT


POWER INFEED

SINGLE RECPT

QUADRAPLEX RECPT

VOICE RECPT

SINGLE RECPT

DUPLEX RECPT

QUADRAPLEX RECEPT

COMBINATION DUPLEX &

VOICE/DATA RECPT

COMBINATION QUADRAPLEX

& VOICE/DATA RECPTS

COMBINATION DUPLEX,

AUDIO VISUAL AND

VOICE/DATA RECPTS

COMBINATION POWER,

VOICE/DATA

CONDUIT STUB UP, AV

CONDUIT STUB UP, POWER

CONDUIT STUB UP,

VOICE/DATA

LEGEND OF COMMON SYMBOLS

FLUSH FLR MTD, POKE THRU,

DEVICES

FURN SYS MTD DEVICES

SURF FLR MTD DEVICES

FLUSH FLR MTD DEVICES

SURF FLR MTD, POKE THRU

DEVICES

POWER & COMM.

LEGEND OF COMMON SYMBOL MODIFIERS

SECTION INDICATIONS

ACOUSTICAL CEILING TILE

ALUMINUM

BRICK

CARPET

CONCRETE

CONCRETE MASONRY UNIT

CUT STONE

EARTH

FABRIC/VINYL WRAPPED PANEL

GLASS

GRAVEL

GYPSUM PLASTER

INSULTATION (LOOSE OR BATT)

INSULATION (RIGID)

METAL

PLYWOOD

PRE-CAST PANELS

SAND OR GROUT

STONE

WOOD (FINISHED )

WOOD (CONTINUOUS MEMBER)

WOOD BLOCKING

(INTERRUPTED MEMBER)

PLASTIC

XX

XX.XXX

SIM

A11.XX

1

1

1

NEW PARTITION

EXISTING CONSTRUCTION

TO REMAIN

EXISTING CONSTRUCTION

TO BE DEMOLISHED

EGRESS PATH PRIMARY

EGRESS PATH SECONDARY

SMOKE PARTITION

3 HR. RATED PARTITION




COLUMN GRID LINES AND

REFERENCE NUMBER

COLUMN GRID REFERENCE

NUMBER

DETAIL NUMBER

SHEET NUMBER

DESCRIPTION OF SIMILAR

OR OPPOSITE

AREA TO BE DETAILED

LOCATION ON SHEET WHERE

ELEVATION IS SHOWN

DIRECTION OF ELEVATION

INTERIOR AND EXTERIOR

ELEVATION MARKER

ROOM NAMEROOM NUMBER

SHEETNOTE REFERENCE

WALL TYPE REFERENCE

XXWINDOW REFERENCE

NUMBER (REFER TO

WINDOW SCHEDULE)

MW01MILLWORK REFERENCE

NUMBER (REFER TO

MILLWORK SCHEDULE)

ELEVATION DATUM

REFERENCE

MATCH LINE SYMBOL

ALIGN WITH ESTABLISHED /

ADJACENT SURFACES

REVISION REFERENCE

NUMBER

REVISION CLOUD

DEPICTING AREA REVISED

CONSTRUCTION

+6"

0"

XX

NAME

1234

01

A3A1

DOOR NUMBER

ALIGN

MATCH LINE SEE XX/XX

2SHEET NUMBER WHERE

ELEVATION IS SHOWN

FIRE RATING

FLOOR ELEVATION TRANSITION

S S

XXLOUVER REFERENCE

NUMBER (REFER TO

WINDOW SCHEDULE)

X' - XX"

FEC

WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES

FIRE WARDEN STATION

SYMBOL

WALL MOUNTED FIRE

ALARM STROBE SYMBOL

FIRE ALARM PULL SYMBOL

WALL MOUNTED, FIRE

EXTINGUISHER CABINET

WALL MOUNTED FIRE

EXTINGUISHER

WALL MOUNTED FIRE HOSE

CABINET

WALL MOUNTED FIRE VALVE

WALL MOUNTED FIRE

VALVE CABINET

F

FE

FHC

FV

FVC

FINISH

CHANGE IN FLOOR FINISH

FINISH NOTATIONXXXXX

L

LAV LAVATORY

LB POUND

LP LOW POINT

LT LIGHT

LVLG LEVELING

LVT LOUVER

M

MAX MAXIMUM

MECH MECHANICAL

MEMB MEMBRANE

MET METAL

MEZZ MEZZANINE

MFD MANUFACTURED

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MLWK MILLWORK

MOIST MOISTURE

MOT MOTOR(IZED)

MTD MOUNTED

N

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

O

OPNG OPENING(S)

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORNA ORNAMENTAL

OVFL OVERFLOW

OVHD OVERHEAD

P

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

POLYISO POLYISOCYANURATE

PORT PORTABLE

PREFAB PREFABRICATED

PREFIN PREFINISHED

PTN PARTITION

R

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RDR READER

RECES RECESSED

RECPT RECEPTACLE

REF REFER(ENCE)

REFL REFLECTED

REFR REFRIGERATOR

REINF REINFORCED(D)(ING)(MENT)

REQD REQUIRED

RESIL RESILIENT

RESIS RESIST(ANT)(IVE)

RFG ROOFING

RM ROOM

RO ROUGH OPENING

S

SECUR SECURITY

SF SQUARE FEET

SHORG SHORING

SIM SIMILAR

SNGL SINGLE

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STRFR STOREFRONT

STRUCT STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYS SYSTEM(S)

T

TBD TO BE DETERMINED

THK THICK

TLT TOILET

TRAF TRAFFIC

TRANS TRANSPARENT

TRTD TREATED

TYP TYPICAL

U

UNDRLAY UNDERLAYMENT

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V

VEH VECHICLE

VERT VERTICAL

VIF VERIFY IN FIELD

W

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WDW WINDOW

WT WEIGHT

WTRPRF WATERPROOFING

A

& AND

ACCESS ACCESSORY

ACOUS ACOUSTIC(AL)

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

ALT ALTERNATE

ANNUNC ANNUNCIATOR

ANOD ANODIZED

APPL APPLIANCE

ARCH ARCHITECT(URAL)

AUTO AUTOMATIC

AVG AVERAGE

B

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOLLD BOLLARD

C

CAB CABINET

CER CERAMIC

CIP CAST-IN-PLACE

CLG CEILING

CMU CONCRETE MASONRY UNIT

COATG COATING

CONC CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

COV COVER

CPT CARPET

D

DBL DOUBLE

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIFF DIFFUSER

DIM DIMENSION

DISP DISPENSER

DIV DIVISION

DN DOWN

DR DOOR

DSCON DISCONNECT

E

ELAST ELASTOMERIC

ELEC ELECTRICAL

EMBED EMBEDD(ED)(ING)

ENGR ENGINEER(ED)

ENTR ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

EXIST EXISTING

EXP JT EXPANSION JOINT

EXT EXTERIOR

F

FAB FABRICATION

FD FLOOR DRAIN

FIN FINISH

FLDG FOLDING

FLR FLOOR(ING)

FR FIRE RAT(ING)(ED)

FRMG FRAMING

FURN FURNITURE

FWC FABRIC WALL COVERING

FXD FIXED

FXTR FIXTURE

G

GA GAUGE

GFRC GLASS FIBER REINFORCEDCONCRETE

GFRP GLAS FIBER REINFORCED PLASTER

GL GLASS

GR GRAD(E)(ING)

GYP GYPSUM

H

HD HEAD

HDWD HARDWOOD

HDWE HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HVAC HEATING, VENTILATIING, AND AIRCONDITIONING

I

INFILTR INFILTRATION

INFO INFORMATION

INSTRUM INSTRUMENT(ATION)

INSUL INSULATION

INT INTERIOR

INTLK INTERLOCK(ING)

J

JAN JANITOR

K

KIT KITCHEN

INDICATES PLAN NORTH

INDICATES TRUE NORTH




APPROVAL.

1IS

SU

ED

FO

R B

ID11

/20/

2019

CREDENZA OR COUNTER

LIGHT SWITCHES AND DIMMERS TO BE

CLUSTERED AND MOUNTED VERTICALLY

THERMOSTATWALL HUNG TELEPHONE

1

THERMOSTAT WHERE OCCURS

POWER AND TELEPHONE

CLUSTER VERTICALLY MTD

CENTERED ON COLUMN

2

DOOR

STROBE WHERE OCCURS

OUTLET WHERE OCCURS

SWITCH(ES) OR DIMMER(S)

GANG UNDER ONE PLATE

3

DOOR

STROBE WHERE OCCURS

OUTLET WHERE OCCURS

CREDENZA OR COUNTER

TELEPHONE OUTLET

MTD HORIZONTALLY

POWER OUTLET

MTD HORIZONTALLY


STROBE WHERE OCCURS


STROBE WHERE OCCURS

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

20

21

22

LOCATIONS at COLUMNS, BETWEEN DOORS, ETC.

OUTLETS, STROBES and THERMOSTATS

POWER OUTLET OR

A/V CLUSTER UNIT

WHERE OCCURS


OUTLET GROUPS, STROBES and THERMOSTATS


SWITCHES, STROBES and THERMOSTATS

LOCATIONS at DOOR JAMBS

SWITCH and TELEPHONE


SWITCH and THERMOSTAT

POWER OUTLET

MOUNT HORIZONTALLY

LOCATIONS at MILLWORK COUNTERS MAX 25" DEPTH

OUTLETS

LOCATIONS at CREDENZAS or COUNTERS

OUTLETS

LOCATIONS at CREDENZAS or COUNTERS

SWITCHES and THERMOSTATS

ADDITIONAL OUTLET

WHERE OCCURS

DOOR

STROBE WHERE OCCURS


OUTLET WHERE OCCURS


THERMOSTAT, STROBE or OUTLET

CARD READER, EGRESS BUTTON

OR FIRE ALARM PULL


CARD READER, EGRESS BUTTON or FIRE ALARM PULL

LOCATIONS at MILLWORK COUNTERS MAX 25" DEPTH

OUTLETS

LOCATIONS at CORNERS

OUTLETS, STROBES and THERMOSTATS

POWER AND TELEPHONE

MOUNT HORIZONTALLY


STROBE WHERE OCCURS

SWITCHES & DIMMERS

LOCATIONS at OPEN DOORS

SWITCHES, STROBES and THERMOSTATS

DOOR IN OPEN POSITION

POWER AND TELEPHONE

MOUNT HORIZONTALLY

WORK TOP


LOCATIONS at CORNERS

SWITCHES, OUTLETS, STROBES and THERMOSTATS


OUTLETS, STROBES and FIRE ALARM PULLS

FIRE EXTINGUISHER CABINET

LOCATIONS at FIRE EXTINGUISHER CABINET

STROBES and FIRE ALARM PULLS

LOCATIONS at WORK SURFACES

OUTLETSLOCATIONS at CORNERS

OUTLETS

LOCATIONS at CORNERS with REVEALS

STROBES and THERMOSTATS LOCATION FOR TYPICAL SIGNS

REF: A1001 FOR ADDITIONAL INFORMATION

SCHED SIGN

EXIT SIGN

STROBE WHERE OCCURS

OUTLET WHERE OCCURS

LOCATION FOR EXIT SIGNS

(WALL MOUNTED)

PROVIDE GROMMET AT OUTLET

LOCATION

18"

42"

80"

MIN

6"

EQ EQ

42"

80"

MIN

EQ EQ

18"

42"

80"

MIN

8"

18"

42"

80"

MIN

8"

8" 6"

18"

42"

80"

MIN

18"

42"

9"

8"

DOOR

18"

42"

80"

MIN

6"

8"

STROBE WHERE OCCURS

OUTLET WHERE OCCURS



46"

8"

EQ EQ

8"

7"

EQ EQ


STROBE WHERE OCCURS

POWER OUTLET OR

TELEPHONE OUTLET

WHERE OCCURS

42"

80"

MIN

18"

8"


18"

42"

80"

MIN

6"8"

STROBE WHERE OCCURS

OUTLET WHERE OCCURS




42"

18"

8" 6"

FIRE ALARM PULL

STROBE WHERE OCCURS

POWER OUTLET

WHERE OCCURS42"

80"

MIN

18"

EQ EQ

SWITCHES AND DIMMERS

STROBE WHERE OCCURS

POWER OUTLET

WHERE OCCURS

40"

80"

MIN

18"

EQ EQ

46"



STROBE WHERE OCCURS

42"

80"

MIN

8"

VERTICAL REVEAL

UNO6"

FIRE ALARM PULL

STROBE WHERE OCCURS

48"80

" M

IN

6"

7"

EQ EQ

8"

8" 7" 7" 8"

4"8"

7"

9"

80"

MIN

18"

96"

MA

X

96"

MA

X

HANDLE LOCATION, UNO

80"

MIN

96"

MA

X


96"

MA

X


96"

MA

X


96"

MA

X96

" M

AX

96"

MA

X96

" M

AX

96"

MA

X96

" M

AX

96"

MA

X

PUBLICTOILET

60" TO HIGHEST

TACTILE CHARACTER

BASELINE

48" TO LOWEST TACTILE

CHARACTER BASELINE

96"

MA

X96

" M

AX

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

29 A

MC

:\Use

rs\d

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ely.

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IDE

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INA

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ION

S C

EN

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R93

2 P

ILO

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EG

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EN

CO

VE

SP

RIN

GS

, FL

3204

3

A002

MOUNTINGLOCATIONS(TYPICAL)

09/07/18

DSS

RM

17072MOUNTING LOCATIONS




APPROVAL.

1IS

SU

ED

FO

R B

ID11

/20/

2019

TO

P O

F R

IM

BO

TT

OM

OF

RE

FLE

CT

ING

SU

RF

AC

E

FU

LL

HE

IGH

T M

IRR

OR

TO

P O

F C

ON

TR

OL

SO

AP

DIS

PE

NS

ER

SD

-2

TO

P O

F O

PE

NIN

GN

AP

KIN

DIS

PO

SA

L

ND

-1

TO

P O

F D

ISP

EN

SE

RA

CC

ES

SIB

LE

TIS

SU

E

DIS

PE

NS

ER

TD

-1

PA

PE

R T

OW

EL

DIS

PE

NS

ER

&

WA

ST

E

RE

CE

PT

AC

LE

PT

W-1

OF

DIS

PE

NS

ER

OR

TO

P O

F C

ON

TR

OL

40"

MA

X

34"

MA

X

8"60

"

NO

T A

BO

VE

LA

VA

TO

RY

48"

MA

X

30"

MA

X

30"

48"

WA

LL M

TD

.

LAV

AT

OR

Y

W/

MIR

RO

R

AB

OV

E

MIR

RO

R:

MIR

-1

17"

TO

19"

34"

42" MIN.12" MAX.

54" MIN.

2"

AC

CE

SS

IBLE

WA

TE

R

CLO

SE

T

4" TO 9"

CLE

AR

FR

OM

BO

TT

OM

OF

GR

AB

BA

R T

O

TO

P O

F T

ISS

UE

CL

EA

R F

RO

M

BO

TT

OM

OF

GR

AB

BA

R T

O T

OP

OF

FL

US

H V

ALV

E

AB

OV

E L

AV

AT

OR

Y

44"

MA

X

BO

TT

OM

OF

RE

FL

EC

TIN

G S

UR

FA

CE

18"

AD

JAC

EN

T S

UR

FA

CE

WH

ER

E IT

OC

CU

RS

AD

JAC

EN

T S

UR

FA

CE

WH

ER

E IT

OC

CU

RS

TO

P O

F R

IMA

CC

ES

SIB

LE

UR

INA

L

TO

P O

F R

IMU

RIN

AL

WA

TE

R

CL

OS

ET

TO

P O

F S

EA

T

TO

P O

F S

EA

TA

CC

ES

SIB

LE

WA

TE

R

CLO

SE

TT

OP

OF

TA

NK

4"

BE

LO

W G

RA

B B

AR

.

OR

IEN

T F

LU

SH

VA

LVE

TO

OP

EN

SID

E O

F

TO

ILE

T S

TA

LL

.

34"

17"

MA

X

24"

15"

36"

44"

MA

X

24" MIN 12" MIN

CLE

AR

FR

OM

BO

TT

OM

OF

GR

AB

BA

R T

O T

OP

OF

FL

US

H V

AL

VE

17"

CN

TR

. O

F C

ON

TR

OL

SS

HO

WE

R

CO

NT

RO

LS

CE

NT

ER

OF

CO

NT

RO

LS

44"

CN

TR

OF

HE

AD

SH

OW

ER

HE

AD

CE

NT

ER

OF

HE

AD

78"

MIR-2

MIR-1

MIR

-2

2' - 0"

2' - 0"

REF: ARCHITECTURAL PLAN FOR LOCATION OF HEAD AND CONTROLS

SOAP DISPENSER

SD-1 -

COUNTERTOP

MOUNTED

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

30 A

MC

:\Use

rs\d

shiv

ely.

BH

IDE

HA

LL\D

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ents

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Tec

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2 017

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GA

SU

S T

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HN

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GIE

SB

US

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SS

OP

ER

AT

ION

S C

EN

TE

R93

2 P

ILO

T D

RIV

EG

RE

EN

CO

VE

SP

RIN

GS

, FL

3204

3

A003

MOUNTINGLOCATIONS (TOILET

ROOMS)

09/07/18

DSS

RM

17072MOUNTING LOCATIONS - RR / SHWR ROOM




APPROVAL.

1IS

SU

ED

FO

R B

ID11

/20/

2019

NEW SINGLE STORY BUILDING

8

SIDEWALK

EXISTIN

G B

UIL

DIN

G

(NO

WO

RK)

EXISTIN

G B

UIL

DIN

G

(NO

WO

RK)

EXISTIN

G B

UIL

DIN

G

EXISTING BUILDING

(NO WORK)

EXISTIN

G B

UIL

DIN

G

(NO

WO

RK)

EXISTING BUILDING(NO WORK)

EXISTING ASPHALT

PARKING LOT

MASONRY SCREEN-WALL

FUTU

RE

OU

TER

-LO

OP

STAT

E R

OAD

23

EXISTING UTILITY

TRANSFORMERS

PROPERTY LEASE LINESC

OPE L

INE

ASPHALT

PAVEMEN

T

2 ADA SPACES

LANDSCAPE ZONE

NEW EMERGENCY GENERATOR

AIRPO

RT

RU

NW

AY

NEW

PAR

KIN

G

LOT W

ITH

74

SPAC

ES +

4 A

DA

NEW

PAR

KIN

G L

OT

WIT

H 6

0 SPAC

ES

NEW VEHICLE GATE CONTROLLER WITH WEATHERPROOF ENCLOSURE (NIC). CONTRACTOR TO PROVIDE SUPPORT INFRASTRUCTURE ONLY

AC

CESS R

OAD

A

EXISTIN

G A

SPHALT

DR

IVE

NEW

FD

OT R

.O.W

.

NEW

FD

OT R

.O.W

.

NEW

ELE

CTR

ICAL

EASEM

EN

T

10

6

10

7

7

10

8

8

10

10

10

10

10

10

NEW VEHICLE GATE CONTROLLER WITH WEATHERPROOF ENCLOSURE (NIC). CONTRACTOR TO PROVIDE CONDUIT INFRASTRUCTURE ONLY

NEW

ELE

CTR

ICAL

EASEM

EN

T

SCOPE LINE

SC

OPE L

INE

SC

OPE L

INE

S1

S1

S1

S1

S1

S2

S2

S2

8' - 0"

2 AD

A SPA

CES

NEW SITE FENCING TO BE PROVIDED BY LANDLORD. COORDINATE INSTALLATION TIMELINE WITH OWNERS REPRESENTATIVE,

EXISTING CONCRETE

RAMP TO BE DEMOLISHED

Dat

eR

evis

ion

Seal / Signature

GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

33 A

MC

:\Use

rs\d

shiv

ely.

BH

IDE

HA

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ocum

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\Peg

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Tec

h_F

INA

L_C

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2 017

_DS

hive

ly.r

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PE

GA

SU

S T

EC

HN

OLO

GIE

SB

US

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SS

OP

ER

AT

ION

S C

EN

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R93

2 P

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CO

VE

SP

RIN

GS

, FL

3204

3

A101

ARCHITECTURALSITE PLAN(OVERALL)

09/07/18

DSS

RM

17072

1" = 40'-0"1

ARCHITECTURAL SITE PLAN OVERALL

SITE CALCULATIONS:

PARKING REQUIREMENTS:(1:250 GSF)

NEW BLDG: 24,535 GSF PARKING: 98 REQ'D/134 PROVIDED+ ADA: 4 / 1 (van)

REFERENCE CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION

SITE SECURITY:

VEHICLE GATE AND CONTROLLER:CONTRACTOR SHALL COORDINATE CONDUIT INFRASTRUCTURE TO SUPPORT THE INSTALLATION OF TWO (2) NEW VEHICLE CONTROL GATES AND REQUIRED GATE CONTROLLERS WITH OWNER. CONTRACTOR SHALL PROVIDE ALL REQUIRED PATHWAYS AND SUPPORT INFRASTRUCTURE.

TRUE NORTH




APPROVAL.

1IS

SU

ED

FO

R B

ID11

/20/

2019

NEW PEGASUS TECHNOLOGIES INC.

OPERATIONS BUILDINGB-OCCUPANCY

(24,535 GSF)

(REF: A601 FOR ROOF PLAN)

NEW ASPHALT PARKING LOT

WITH 74 SPACES + 4 ADA

CONC. WALK

EXISTING ASPHALT

PARKING LOT

NEW EMERGENCY GENERATOR BEHIND

MASONRY SCREENED ENCLOSURE

NE

W S

ITE

FE

NC

E

EXISTING UTILITY TRANSFORMER

A104

1

EDGE OF ROOF - ABOVE

ROOF EDGE

A103

1

CO

NC

. W

ALK

CONC. WALKSLOPE WITH GRADE

SID

EW

ALK

40' B

UIL

DIN

G S

ET

BA

CK

MECHANICAL CONDENSER UNIT CONC. PAD (26'-3" X 6'-0")

MECHANICAL CONDENSER UNIT CONC. PAD (6'-0" x 42'-0")

4' -

7"

42

' - 0

"

15' - 0" 6' - 0"

SITE STAIRS WITH GUARDRAIL. REF: CIVIL

NEW EMERGENCY GENERATOR. REF: ELEC.

MASONRY SCREEN WALL WITH PRECAST CAP.

EDGE OF BUILDING

EDGE OF BUILDING

ROOF EDGE

ROOF EDGE

LANDSCAPE ZONE

LA

ND

CA

PE

ZO

NE

NEW GATE CONTROLLER WITH

WEATHERPROOF ENCLOSURE (NIC).INSTALL CONDUIT

INFRASTRUCTURE

GRID LINE 'C'

GR

ID L

INE

'12'

EXISTING SITE FENCETO BE PROVIDED AND INSTALLED BY LANDLORD

COORDINATE INSTALLATION WITH OWNER

REMOVE EXISTING CONCRETE RAMP.

EXISTING BUILDING (NIC)

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

NE

W E

LE

CT

RIC

AL E

AS

EM

EN

T

S1

S1

S1

S1

S1

S2

NEW GATE CONTROLLER WITH

WEATHERPROOF ENCLOSURE

8

NEW PARKING LOT WITH 60 SPACES

10

6

107

7

10

88

NEW VEHICEL CONTROL GATE. COORDINATE INFRASTRUCTURE WITH OWNER

NEW VEHICLE CONTROL GATE (NIC) INSTALL CONDUIT INFRASTRUCTURE ONLY.

SITE STAIRS WITH GUARDRAIL. REF: CIVIL

S1

EDGE OF ROOF

3

A104



Dat

eR

evis

ion

Seal / Signature

GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

35 A

MC

:\Use

rs\d

shiv

ely.

BH

IDE

HA

LL\D

ocum

ents

\Peg

asus

Tec

h_F

INA

L_C

EN

TR

AL_

2 017

_DS

hive

ly.r

vt

PE

GA

SU

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EC

HN

OLO

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SB

US

INE

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OP

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AT

ION

S C

EN

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R93

2 P

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CO

VE

SP

RIN

GS

, FL

3204

3

A102

ARCHITECTURALSITE PLAN

12/21/18

DSS

RM

17072

1" = 20'-0"1

ARCHITECTURAL SITE PLAN

TRUE NORTH




APPROVAL.

SITE CALCULATIONS:

PARKING REQUIREMENTS:(1:250 GSF)

NEW BLDG: 24,535 GSF PARKING: 98 REQ'D/134 PROVIDED+ ADA: 4

REFERENCE CIVIL DOCUMENTS FOR ADDITIONAL INFORMATION

SITE SECURITY:

VEHICLE GATE AND CONTROLLER: NICCOORDINATE INFRASTRUCTURE TO SUPPORT THE INSTALLATION OF NEW POWER VEHICLE CONTROL GATES AND REQUIRED GATE CONTROLLER WITH OWNER. PROVIDE ALL REQUIRED PATHWAYS/SUPPORT INFRASTRUCTURE.

1IS

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/20/

2019

F

A302

2

CONCRETE LANDING

LINE OF ROOF AND GUTTER ABOVE

LANDSCAPE ZONE

ADA PARKING SIGN MOUNTED IN 6" RAISED CURB

9' - 4"9' - 4"6' - 0"9' - 4"

4' -

8"4' - 0"

C

C

B B B

GUTTER DOWNSPOUT

LOBBYB-01 MEETING

ROOMB-01A

B-0

1A

CONCRETE WALK ADA PARKING SIGN MOUNTED IN 6" RAISED CURB

CJ (TYP)

CJ

ASPHALT PARKING LOT

ACCESS AISLE

5' - 0"

CJ

EQ

EQ

EQ

9' - 4"

ALIG

N

ALIGN

LANDSCAPE ZONE

4' -

8"

CJ

CJ

CJ

CONCRETE SIDEWALK

UP

UP

ALIG

N

85.0

°

7' - 0"7' - 0"

6' - 0"5' - 0"

6' - 0"

CONCRETE STEPS WITH BROOM FINISH. PROVIDE POSITIVE DRAINAGE ON STEPS TO INSURE NO ACCUMULATON OF WATER

MASONRY FOUNDATION WALL. REF: STRUCT. FOR REINFORCING

CONCRETE FOOTING. REF: STRUCT. FOR ADDITIONAL INFORMATION

PROVIDE ALUMINUM EMBED NOSING ON ALL EXTERIOR STAIRS (TYP.) SIMILAR TO AMSTEP 231A

DASHED LINE INDICATES SLOPE OF GRADE ADJACENT TO STAIRS

1'-0" MIN.

6 EQUAL STEPS

6' - 0"

1 1/2" DIAMETER HANDRAIL ANCHORED TO CONCRETE PER DETAIL

EQUAL TO TREAD DEPTH

LOCATIONVARIES PER

EXTENSION FROM TOP RISER

1 1/2" WALL MOUNTED HANDRAIL

SECURE WALL BRACKET @ 4'-0" MAX. O.C. WITH

3/8" BOLTS SET IN EXPANSION SLEEVES.

MASONRY SCREEN WALL

TYP. PRECAST WALL CAP (RIDGE COPING).

(9x4x16)

7 1/8"

9"

10

.0°

4"

SECURE PRECAST CAP TO THREADED

1/2" GALVANIZED BENT ANCHOR

BOLT WITH EPOXY. MIN. 2 BOLTS PER

CAP.

3/8" BED OF GROUT

Level 10' - 0"

3

A5013' -

0"

MONOLITHIC POURED CONCRETE STAIR. REF STRUCT. FOR TYPICAL REINFORCING AT STAIRS.

METAL GUARDRAIL WITH HANDRAIL

3"

VA

RIE

SRE

F: C

IVIL

VA

RIE

S

BROOM FINISH ON STAIR SURFACE.

ASPHALT BASED EXPANSION FILLER BETWEEN STAIR AND CMU WALL

CLEAR

5' - 11 3/4"

Level 10' - 0"

12

EXTENSION1' - 0" MIN

6 EQUAL STEPS

6' - 0"

EXTENSION1' - 0" MIN

METAL GUARDRAIL WITH VERTICAL BALUSTERS.

6

A103

CONCRETE STEPS WITH BROOM FINISH. PROVIDE POSITIVE DRAINAGE ON STEPS TO INSURE NO ACCUMULATON OF WATER

PROVIDE ALUMINUM EMBED NOSING ON STAIRS. SIMILAR TO AMSTEP 231A.

1 1/2" ROUND HANDRAIL

SIDEWALK. SEE CIVIL

8"

8"

3' -

0"

3' -

6"

TYPICAL SPACING OF BALUSTER SHALL NOT ALLOW 4" SPHERE TO

PASS THROUGH.

4"

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

36 A

MC

:\Use

rs\d

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3204

3

A103

ARCHITECTURALSITE

PLANS/DETAILS

09/07/18

DSS

EWH

17072

1/4" = 1'-0"1

ENLARGED SITE PLAN - MAIN ENTRY

1/2" = 1'-0"3

EXTERIOR SECTION DETAIL (TYPICAL)

1 1/2" = 1'-0"4

HANDRAIL SECTION @ ADA RAMP 1/2" = 1'-0"

6CROSS SECTION @ EXTERIOR STAIR




APPROVAL.

1/2" = 1'-0"7

EXTERIOR SECTION DETAIL

1IS

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/20/

2019

2

A104

GE

NS

ET

- E

ST

. T

OT

AL H

EIG

HT

11

' - 2

1/2

"

REF: CIVIL FOR GRADE

PRECAST WALL CAP

NEW 400kW EMERGENCY STANDBY GENERATOR

4' - 0"

4"

TO

P O

F C

MU

11

' - 4

"

CONCRETE PAD FOUNDATION. REFER TO STRUCTURAL FOR FOUNDATION DESIGN INFORMATION


ES

T. T

OP

OF

TA

NK

3' -

0"

GENSET EST. LENGTH

15' - 9"

DIESEL FUEL TANK - EST. LENGTH

22' - 1"

BURNISHED (GROUND) FACE BLOCK WALL TO MATCH TYPICAL FIELD COLOR.. REF: STRUCT.

5' - 0"+/-5' - 0"+/-

4' - 0"

INFILL AREA BETWEEN GENSET AND ENCLOSURE WALL WITH CRUSHED GRAVEL.

PRECAST WALL CAP(12x4x16). COLOR TO MATCH BLOCK

12" BURNISHED (GROUND) FACE CMU BLOCK WALL (COLOR TO MATCH BUILDING FIELD COLOR) WITH REINFORCING AS REQUIRED. GROUT SOLID. REF: STRUCT.

CONCRETE GRADE BEAM. REF: STRUCTURAL


INFILL AREA BETWEEN WALL AND GENERATOR PAD WITH CRUSHED STONE

SECURE PRECAST CAP TO THREADED 1/2" GALVANIZED BENT ANCHOR BOLT WITH EPOXY. MIN. 2 BOLTS PER CAP.

3/8" BED OF GROUT

1 2 3

A

4

A104

DASHED LINE INDICATES OVERHEAD ROOF PROJECTION WITH CONTINUOUS METAL GUTTER

AND DOWNSPOUTS.

METAL GUTTER WITH DOWNSPOUT.CONNECT TO SUB-SURFACE STORM DRAINAGE - REF: CIVIL

EMERGENCY DIESEL GENERATOR WITH SKID MOUNTED STEEL DOUBLE WALL FUEL TANK. REF: ELECTRICAL DRAWINGS FOR

ADDITIONAL INFORMATION

CONCRETE PAD FOUNDATION. REF: STRUCT.

CONCRETE MASONRY UNIT (CMU) SCREEN WALL. WITH PRECAST WALL CAP.

4' -

0"

10

' - 6

"4

' - 3

"6

' - 0

"1

7' -

0 7

/8"

4' - 0" 4' - 0"

26

' - 1

"

34' - 2"

CONCRETE WALK

CONDENSER UNIT CONC. PAD. REFER TO MECHAINCAL FOR EQUIPMENT PLACEMENT 6

' - 0

"

26' - 3"

DASHED LINE INDICATES SUB-SURFACE STORM DRAINAGE. REF: CIVIL

EL: 15.75' (EQUAL TO BUILDING)

EL: 15.75' (EQUAL TO BUILDING)

CO

NC

RE

TE

WA

LK

FUEL PORT

FE

C

EXTERIOR GRADE FIRE EXTINGUISHER CABINET AND TYPE ABC FIRE EXTINGUISHER

24' - 1"

GRASS

GRASSREF: CIVIL FOR GRADE

INFILL AREA BETWEEN GENERATOR AND WALL WITH CRUSHED GRAVEL (3/8" - 3/4" IN

SIZE, GRAY IN COLOR)

EDGE OF GRAVEL

INDICATES SLOPE OF GRADE ADJACENT TO SITE STAIRS.

1' -

9"

1' - 0" 1' - 0"

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

37 A

MC

:\Use

rs\d

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OP

ER

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S C

EN

TE

R93

2 P

ILO

T D

RIV

EG

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CO

VE

SP

RIN

GS

, FL

3204

3

A104

ARCHITECTURALSITE PLAN/DETAILS

GENERATOR

09/07/18

DSS

RM

17072

1/2" = 1'-0"4

CROSS SECTION - GENERATOR

1/2" = 1'-0"2

SECTION - GENERATOR SCREEN WALL

1/4" = 1'-0"1

ENLARGED SITE PLAN - EMERGENCY GENERATOR 3/8" = 1'-0"

3GUARDRAIL @ EXTERIOR STAIR




APPROVAL.

1IS

SU

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FO

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ID11

/20/

2019

DN

A3011

A301

A301

A301

3

2

4

OFFICEB-25

OFFICEB-23

OFFICEB-22

OFFICEB-21

OFFICEB-17

OFFICEB-16

OFFICEB-15

OFFICEB-14ELEC/TELECOM

B-13MECHANICALB-06

OFFICEB-05

OFFICEB-04

OFFICEB-03

LOBBYB-01

MEETINGROOMB-01A

RESTROOMB-01B

CONFERENCEROOMB-38

WOMENSRESTROOM

B-36A

MENSRESTROOM

B-34A

TEAM ROOMB-33

OFFICEB-30

OFFICEB-29

OFFICEB-28

OFFICEB-27

OFFICEB-26

MENSRESTROOM

B-18

WOMENSRESTROOM

B-19

WOMENSSHOWER

ROOMB-36B

MENSSHOWER

ROOMB-34B

BREAKROOMB-37

CORRIDORC-03

CORRIDORC-02

JANB-20

JANB-35

1 2 3 4 5 6

B

F

A

12

OFFICEB-24

OFFICEB-31

OFFICEB-02

OFFICEB-48

SERVERROOMB-54

OFFICEB-12

OFFICEB-09

OFFICEB-47

CONFERENCEROOMB-49

OFFICEB-08

OFFICEB-07

OFFICEB-10

OFFICEB-11

SERVERROOMB-46

FILESTORAGE

B-45

TRAININGCENTER

B-42

STORAGEB-43

MECHANICALB-41

ELECB-32

CORRIDORC-01

CORRIDORC-04

29' - 0 3/8" 31' - 0" 30' - 0" 30' - 0" 40' - 8" 24' - 7 3/4"

4' -

0"

31

' - 0

"3

5' -

0"

22

' - 0

"

D

4' -

8"

9' -

11 1

/2"

13

' - 5

5/8

"1

2' -

0"

12

' - 0

"1

2' -

0"

12

' - 0

"1

2' -

0"

12

' - 0

"

20

' - 1

1/2

"

A302 1

2

A401

1

A401

18

' - 0

"

20

' - 1

1/2

"

9 5/8" 14' - 5 3/4" 24' - 0 3/8"

11

' - 1

1/4

"

15' - 7 3/4"5' - 10"

24' - 3 3/8"9' - 7 1/4"

5' -

5 3

/8"

9' - 6 3/4"14' - 3 1/2"

6' - 0"

27' - 2 1/4" 2' - 9 3/4"6"5' - 4 1/8" 28' - 11 3/4" 5' - 1 3/4" 8 1/2"

8 1/2"

8' - 10"

14' - 11 3/8"

OFFICEB-39

OFFICEB-40

1413

15

16

18

20

21

C

A804

1

A805

2

A805

7

A8053

A8055

A805

6

A202

1

A202

2

A202

3

A2024

A203

4

A203

5

A2036

A203

1

A203

2

A203

7

SECUREWORKING

AREAB-44

A8042

A8043

A8054

A2033

E

C-03A

B-22 B-24B-19B-18

B-01BA

B-01AA

B-36A

B-34A

B-25

B-26

B-27

B-28

B-29

B-30

B-06A

B-05

B-04

B-03

B-01A

C-01

B-15B-17

C-03B

B-20

B-35B-36B

B-02

B-13

B-54

B-07

B-09

B-10

B-11B-44B

B-50

B-42C

B-42A B-42B

B-43

B-40

B-31

B-32

B-39

B-23B-21B-14

B-16

B-01B

B-38

B-47

B-48

B-49

B-45 B-46B-44A

B-41

4' - 9"

40' - 0"

1' -

4"

8' - 0" 8' - 0"13' - 4"

20' - 5 1/8"

20' - 5 1/8"

15' - 0"

15' - 1 5/8"

30' - 1 3/8"

31' - 1"

21' - 10 3/4"

30' - 7"

19

' - 4

"

2' -

0"

6' -

8"

9' -

4"

9' -

4"

9' -

4"

9' -

4"

9' -

4"

9' -

4"

23

' - 4

"

37' - 4" 14' - 8" 14' - 8" 14' - 8" 34' - 8" 6' - 8" 4' - 0" 14' - 8" 14' - 8"

14' - 8"

14' - 8"

23

' - 1

1 1

/2"

9' -

2 7

/8"

5' -

9"

19

' - 0

1/8

"

5 7/8"

2' -

0"

1' -

1 3

/4"

5' -

5 3

/4"

1' -

4 3

/4"

8"

15' - 0" 15' - 0" 15' - 0" 15' - 0" 6' - 8 1/2" 6' - 10 5/8" 6' - 5" 8' - 5" 14' - 11 1/8" 15' - 0" 15' - 0"

14

' - 6

3/4

"1

6' -

0 1

/4"

15

' - 6

5/8

"

2 1/2" 9' - 4 3/4" 7' - 8 3/4" 7' - 2 1/2" 1' - 0 1/2" 26' - 4 3/4"

1' -

0"

EQ

EQ

EQ

EQ

EQ

6' -

2"

5' -

11

3/4

"

V1

V1

C

C

C

C

C

C

C

C

C

C C C C C C C C

C

C

C

C

C

C

C

CC

C

C

C

CCC

C

A

17

19

B6

B4

B6

C6

B6

B6

B6

B6B6

B6

C6

B6

B6

C6

C6

C6

C6

C6

C6

C6

C6C6

C6 C6

C6

B4

95.0°

9" 1

0' -

2 1

/4" ALIGN

4' - 8"

9' -

11

3/8

"5

' - 7

1/4

"

6' -

0"

4' -

9 3

/4"

A8031

B6

B6

A8044

B-34B

B-37

A205

5

A205

6

B-12

B-08

CL

R.

8' -

0"

CL

R.

8' -

0"

CLR.

8' - 0"

EQ EQ

A8051

A8045

B-33

A205

3

A204

1

A906

17

V1 V1

V1

V1 V1

V1

V1

V1 V1 V1 V1 V1 V1 V1 V1

V1

V1

V1

V1

V1

V1

V1V1

V1

V1

C

2' - 0" 9' - 4"9' - 4"

13' - 4"10' - 0" 6' - 8" 6' - 8"

1' - 4"

4' - 0"

C

C

BB

B

5.0°

A802

17

A802

16

12

' - 3

"

12

' - 3

"

14' - 10 3/8"CLR.

8' - 0"19' - 2 1/2"

CLR.

8' - 0"

18

' - 0

"1

8' -

0"

18

' - 0

"

24' - 1"

2' -

8"

6' -

8"

14

' - 0

"

1' -

7"

5' -

2"

10

1/2

"

10

' - 0

"

3' -

0"

3' -

0"

A804

6

V1V1V1

3

A501

V1

FLEX SPACEC-01B

A2038

ITDEPARTMENT

B-74OFFICE

B-72OFFICE

B-71OFFICE

B-73

12' - 0" 12' - 0" 12' - 1 5/8"

12

' - 7

1/2

"6

' - 8

3/8

"

12

' - 2

"1

2' -

2"

1' -

2 1

/8"

10

' - 1

1 7

/8"

12

' - 2

"1

2' -

6 1

/4"

85.0

°

20

' - 9

3/4

"

14' - 10 3/8"

ORIGIN OF

INTERSECTION

17

5.0

°

85.0°

ORIGIN OF

INTERSECTION

9' - 8"

3' -

0 3

/8"

FE

FE

FEC

FE

FE

C3' -

6"

FE FE

FEC

9' - 2"

FE

C 1' -

6"

FE

G2

B6

B6 A4X

G2

G2

G2

A6X

A6

A6

G2

G6

B6

A4X

A4

A4

B4

B4

A4

A4

E4

E4

E4

A6X

A6X

A6

B6

E4

A6X

A4X

A4X

A4X

A4X

A4X

A4X

A4XA4X

A4X

A4X

A4X A4X

A4X

A4X

A4X

A4X

A4X

A4X A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X A4X A4X A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4XA4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A4X

A6X

DN

DN

Dat

eR

evis

ion

Seal / Signature

SHEET NOTES

GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:31:

39 A

MC

:\Use

rs\d

shiv

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BH

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, FL

3204

3

A201

LEVEL 1 - OVERALLFLOOR PLAN

09/07/18

DSS

RM

17072

1/8" = 1'-0"1

NEW OPERATIONS BUILDING - OVERALL FLOOR PLAN








1. ALL INTERIOR DIMENSIONS ARE TO FACE OF FRAMING MEMBER (UNLESS NOTED OTHERWISE).

2. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STEEL REINFORCING IN WALL & FLOOR CONSTRUCTION.

3. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION ON LOCATIONS AND TYPES OF FINISH MATERIALS.

4. SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOR LOCATIONS OF EXPANSION & CONTROL JOINTS. CONTRACTOR SHALL PROVIDE ADDITIONAL INTERIOR CONTROL JOINTS AS REQUIRED TO COMPLY WITH MAXIMUM SPACING REQUIREMENTS IN SPECIFICATIONS AND NATIONAL MASONRY INSTITUTE. SEE DETAILS ON A9 SERIES.

5. MECHANICAL & ELECTRICAL EQUIPMENT SHALL BE ON HOUSEKEEPING PADS. PADS ARE TO BE PROVIDED BY THE TRADE SUPPLYING THE EQUIPMENT. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. WORK TO BE COORDINATED THROUGH THE GENERAL TRADES CONTRACTOR. PADS 4" MIN. 4" THICK W/ W.W.F. (UNLESS NOTED OTHERWISE).




APPROVAL.

1IS

SU

ED

FO

R B

ID11

/20/

2019

F

1413

A801

1

A8012

A801

3

A8014

538 SF

LOBBYB-01

143 SF

MEETINGROOMB-01A

73 SF

RESTROOMB-01B

A801

7

A8018

A801

5

A8016

E

A302

2

15

' - 2

1/2

"8

' - 1

1/2

"

10' - 4 3/8"

EXTERIOR CONCRETE WALK

TV60" A.F.F

POWER/DATA FROM WALL FEEDS RECEPTION DESK

1

A807

9' -

10

1/2

"

4' -

6 1

/2"

60

60

DOWNSPOUT

F

15

A80213

A802

14 A802

15

466 SF

CONFERENCEROOMB-38

E

TV (NIC) 60" A.F.F

4' - 2"

11

' - 4

"

B-38

TV

60 60 60

G2

G2

F

16

A80211

A8029

A802

10

A802

12

568 SF

BREAKROOMB-37

E

6

A905

7

A905

8

A905

9

A905

4' -

7 5

/8"

1' -

6 3

/4"

1' - 6 3/4"

6' -

3"

4' -

8 1

/8"

TV

3' - 4" 16' - 0"

RESIDENTIAL RANGE (NIC)

DISHWASHERREF

B-37

B-38B-36A

C C C

V3

A802

17

A802

16

PROVIDE HARDWIRED CONNECTION FOR OVEN/RANGE (EQUIP NIC)

TV

60

36"

36"

38"

38"

38"

38"38"

F

18

WOMENSRESTROOM

B-36A

WOMENSSHOWER

ROOMB-36B

JANB-35

MENSSHOWER

ROOMB-34B

MENSRESTROOM

B-34A

A8025

A802

6

A8027

A8021

A802

2

A8023

A802

4

E

A80118

17 19

A802

8

EQ

EQ

EQ

EQ

3' -

1 1

/4"

2' -

11

3/8

"

EQ

EQ

1' -

4"

B-35

B-36BB-36A B-34B B-34A

EQ

EQ

CLR.

6' - 0"

1' -

4"

1' -

4"

CL

R.

3' -

0"

CL

R.

3' -

0"

1' -

4"

GB-36

GB-42

GB-36

GB-42

EQ

EQ

EQ

EQ

6' -

1"

CLR

3' -

0"

CLR

3' -

0"

4' -

4 1

/4"

WOOD BENCH(NIC) 36 X 18

(5) LOCKERS AS SPEC.

CLR

3' - 6" 5' - 3 5/8"

CLR

3' - 5 3/4"

CL

R.

4' -

0"

W/H

SHOWER HEAD THIS WALL

CONTROLS THIS WALL

APPLY 3M FASARA GLASS FINISH FILM TO INTERIOR SURFACE OF GLASS (FULL HEIGHT)

FINISH: FROST/MAT

CU

RT

AIN

CU

RT

AIN

3' - 0"

2 1/2"

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

3' - 5"

SHOWER HEAD AND CONTROLS THIS WALL

*REF: A-903 FOR ADDITIONAL

INFORMATION ON SHOWER ROOMS

*REF: A-903 FOR ADDITIONAL

INFORMATION ON SHOWER ROOMS

T-1T1

A80218

A80219

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

CU

RT

AIN

A80218 OH

A6A6

A802

4

SIM

A802

2

SIM

ND-1

ND-1

ND-1

ND-1

ND-1

5' - 8"

5' - 8"

EQ

EQ

Dat

eR

evis

ion

Seal / Signature

GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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A202

ENLARGED PLANS

09/07/18

DSS

RM

17072

1/4" = 1'-0"1

ENLARGED FLOOR PLAN - LOBBY B-01, MTG. RM. B-01A, RESTROOM B-01B 1/4" = 1'-0"

2ENLARGED FLOOR PLAN - CONFERENCE ROOM B-38

1/4" = 1'-0"3

ENLARGED FLOOR PLAN - BREAK ROOM B-37 1/4" = 1'-0"

4ENLARGED FLOOR PLAN - MAIN RESTROOMS AND SHOWERS

A. RE: A-001 DRAWING FOR LEGENDS, SYMBOLSAND ABBREVIATIONS.

B. RE: G-001 SHEET SERIES FOR CODE ANALYSISRELATED TO PROJECT.

C. ALL PARTITIONS TO BE TYPE "A4", UNO. ALLFURRED-OUT PARTITIONS TO BE TYPE "F2",UNO. RE: A508 FOR PARTITION TYPES.

D. DOOR NUMBERS ARE THE SAME AS THEROOM INTO WHICH THEY SWING. MULTIPLEDOORS INTO A SINGLE ROOM HAVE ANALPHABETICAL DESIGNATION. RE: A1001 FORDOOR SCHEDULE AND TYPES.

E. COORDINATE AND PROVIDE BLOCKING FORMILLWORK AND ITEMS ATTACHED ORMOUNTED TO PARTITIONS OR CEILINGS.

F. PARTITIONS ARE DIMENSIONED FROM FACEOF FRAMING MEMBER TO FACE OF FRAMINGMEMBER, UNO. MAINTAIN DIMENSIONSMARKED "CLEAR". ALLOW FOR THICKNESSESAND MOUNTING OF FINISHES.

G. ALL INTERIOR DOORS ARE TO BE LOCATED 6"MIN. FROM FACE OF ADJACENT WALLFRAMING MEMBER. HINGE SIDE (TYP).




APPROVAL.

1IS

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1

OFFICEB-03 A

801

10

A801

9

TV

60" A.F.F

5' -

3"

5"

CONFERENCE TABLEAND 5 CHAIRS (NIC) V1

SYSTEMS FURNITURE (NIC)

60TV

3

D

15

CONFERENCEROOMB-49

A8039

A803

10

A80311

A803

12

7' - 10"

3' -

6"

B6

B-49

F

20 21

A80117

A80115

A801

19

A801

16

TEAM ROOMB-33

ELECB-32

CORRIDORC-01

E

2 1/8" 3' - 9 5/8" EQ EQ EQ

4' - 6"

2' -

10

"

6' -

2 3

/4"

TABLE AND CHAIRS(NIC)TABLE AND CHAIRS

(NIC)

TABLE AND CHAIRS(NIC)



BOOTH SEATING WITH TABLE (NIC)

DARTS

BAR-TOP SEATING

BA

R-T

OP

SE

AT

ING

A906

17

V3




2' - 4"

5' -

1"

1' - 1"

2' -

8"

B-33

B-32


3

B

451 SF

SERVERROOMB-54

A80313

A803

14

A80315

A803

16

SERVER RACKS AND EQUIPMENT(NIC)

5' - 8 3/4" 12' - 3 1/4" 5' - 8 3/4"

9' -

8 1

/4"

3' -

6"

EQ

NOTE: ALL OUTLETS IN SERVER ON EMER. PWR.

3/4" PLYWOOD APPLIED TO WALL SURFACE. FLOOR LINE TO 8'-0" A.F.F. TO RECEIVE

FINISH PT-1 TYPICAL.

B-54

REMOTE GENERATOR ANNUNCIATOR

2

OFFICEB-11V1

SYSTEMS FURNITURE AND HOOK-UP (NIC)

TYPICAL OFFICE DOOR WITH SIDELITE. REF A1001 FOR ADDITIONAL INFORMATION

PWR/DATA OUTLET LOCATIONS SHOWN FOR COORDINATION PURPOSES ONLY. REF: ELEC DRAWINGS FOR SPECIFIC INFORMATION

5

D

A8035

A803

6

A8037

A803

8

3/4" PLYWOOD APPLIED TO WALL SURFACE. FLOOR LINE

TO 8'-0" A.F.F.

3/4" PLYWOOD APPLIED TO WALL SURFACE. FLOOR LINE TO 8'-0" A.F.F. TO RECEIVE

FINISH PT-1 TYPICAL.

SERVER RACKS(N.I.C.)

248 SF

SERVERROOMB-46

NOTE: ALL OUTLETS IN SERVER ROOM ON

EMERGENCY POWER.

A

MENSRESTROOM

B-18

WOMENSRESTROOM

B-19

JANB-20

A80112

A80113

A801

14

B-18 B-19B-20

A804

1

E

A2054

Sim

FLEX SPACEC-01B

CORRIDORC-01

OFFICEB-02

A

A6X

A8042

A8045

Dat

eR

evis

ion

Seal / Signature

GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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A203

ENLARGED PLANS

09/07/18

DSS

EWH

17072

1/4" = 1'-0"1

ENLARGED FLOOR PLAN - TYP. LG. OFFICE

1/4" = 1'-0"5

ENLARGED FLOOR PLAN - CONFERENCE ROOM B-49 1/4" = 1'-0"

4ENLARGED FLOOR PLAN - TEAM ROOM B-33

1/4" = 1'-0"6

ENLARGED FLOOR PLAN - SERVER ROOM B-54

1/4" = 1'-0"2

ENLARGED FLOOR PLAN - TYP. SM. OFFICE

1/4" = 1'-0"7

ENLARGED FLOOR PLAN - SECURE SERVER ROOM B-46

1/4" = 1'-0"3

ENL. PL. SINGLE USER RRS

A. RE: A-001 DRAWING FOR LEGENDS, SYMBOLSAND ABBREVIATIONS.

B. RE: G-001 SHEET SERIES FOR CODE ANALYSISRELATED TO PROJECT.

C. ALL PARTITIONS TO BE TYPE "A4", UNO. ALLFURRED-OUT PARTITIONS TO BE TYPE "F2",UNO. RE: A508 FOR PARTITION TYPES.

D. DOOR NUMBERS ARE THE SAME AS THEROOM INTO WHICH THEY SWING. MULTIPLEDOORS INTO A SINGLE ROOM HAVE ANALPHABETICAL DESIGNATION. RE: A1001 FORDOOR SCHEDULE AND TYPES.

E. COORDINATE AND PROVIDE BLOCKING FORMILLWORK AND ITEMS ATTACHED ORMOUNTED TO PARTITIONS OR CEILINGS.

F. PARTITIONS ARE DIMENSIONED FROM FACEOF FRAMING MEMBER TO FACE OF FRAMINGMEMBER, UNO. MAINTAIN DIMENSIONSMARKED "CLEAR". ALLOW FOR THICKNESSESAND MOUNTING OF FINISHES.

G. ALL INTERIOR DOORS ARE TO BE LOCATED 6"MIN. FROM FACE OF ADJACENT WALLFRAMING MEMBER. HINGE SIDE (TYP).




APPROVAL.

1/4" = 1'-0"8

ENLARGED PLAN - COPY AREA

1IS

SU

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FO

R B

ID11

/20/

2019

GFI GFI GFI GFIGFI GFI GFI GFI

5 6

B

D

C A803

4

A803

2

A8033

A8031

2374 SF

TRAININGCENTER

B-42

4' -

9 3

/4"

5' - 10 1/8" 5' - 10 1/8"

40' - 8"

5' -

6"

CLR

2' - 11 1/4"

CLR

2' - 11 1/4"

MIN.

3'-0" CLR

2' - 1"

2' - 1"

1' - 4 3/8"

1' -

4"

4' -

8"

1' -

4"

1' -

4"

MIN

.

4' -

8"

1' -

4"

12

' - 6

"1

3' -

0"

12

' - 6

"5

' - 8

"

9' - 0"9' - 0"5

' - 8

"

A205

2 SOUND RATED FOLDING PARTITION AS SPECIFIED.

A205

1

3' - 4"

5' - 0" 24' - 0"

12

' - 6

"1

3' -

0"

12

' - 6

"

EXITEXIT

EXIT

FOLDING PARTITION SHALL BE INSTALLED WITH 3'-0" MAN DOORS FOR EGRESS FROM PARTITIONED SPACE.

B-42C

B-42BB-42A

B-43

DIMENSION IS TO GRID LINE NOT WALL

3' - 11"3' - 11"

2' - 4"

STORAGE ROOM PROVIDES ADEQUATE CAPACITY FOR TRAINING ROOM CONVERSION FROM ONE LARGE SPACE INTO TWO MULTI-USE SPACES.

STORAGE SPACE CAN ACCOMODATE 10 TABLES AND 21 CHAIRS

STORAGEB-43

1' - 7" 2' - 9 3/4" 1' - 7"

5 6

B

D

C A803

4

A803

2

A8033

A8031

2374 SF

TRAININGCENTER

B-42

4' -

9 3

/4"

5' - 10 1/8" 5' - 10 1/8"

40' - 8"

5' -

6"

CLR

2' - 11 1/4"

2' - 1"

2' - 1"

1' - 4 3/8"

1' -

4"

4' -

8"

1' -

4"

1' -

4"

MIN

.

4' -

8"

1' -

4"

12

' - 6

"1

3' -

0"

12

' - 6

"5

' - 8

"

9' - 0"

9' - 0"5' -

8"

SOUND RATED FOLDING PARTITION AS SPECIFIED.

3' - 4"

5' - 0" 24' - 0"

12

' - 6

"1

3' -

0"

12

' - 6

"

EXITEXIT

EXIT

FOLDING PARTITION SHALL BE INSTALLED WITH 3'-0" MAN DOORS FOR EGRESS FROM PARTITIONED SPACE.

B-42C

B-42BB-42A

B-43

DIMENSION IS TO GRID LINE NOT WALL

STORAGE ROOM PROVIDES ADEQUATE CAPACITYFOR TRAINING ROOM CONVERSION.CAN ACCOMODATE 10 TABLES AND 21 CHAIRS

4' - 4 7/8" 1' - 7"

2' - 1

0 1

/8"

1' - 7"

CLR.

2' - 9 3/4" 1' - 7"

1' - 7" 3' - 8 3/8"

STORAGEB-43

Dat

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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ENLARGED PLANS

09/07/18

PG

DSS

17072 1/4" = 1'-0"1

TRAINING CENTER PLAN LAYOUT - PROPOSED FULL USE




APPROVAL.

1/4" = 1'-0"2

TRAINING CENTER - ALTERNATIVE LAYOUT

1IS

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6

B

DASHED LINE INDICATES STAINED WOOD CHAIR RAIL(CONTINUOUS THROUGHOUT CORRIDORS)

TILE BASE AS SCHEDULED IN CORRIDORS

DOOR, FRAME, AND HARDWARE AS SCHEDULED

SOUND RATED PARTITION AS SCHEDULED

DASHED LINE INDICATES STAINED WOOD CHAIR RAIL(CONTINUOUS THROUGHOUT CORRIDORS)

TUBE STEEL COLUMN. REF: STRUCT.

EQ

EQ

EQ EQ

1' - 6 1/8"

1' -

5 1

/2"

3' -

4 1

/4"

5

C

MIN

IMU

M C

LE

AR

PE

R M

AN

UF

AC

TU

RE

R

4' -

8"

SOUND RATED FOLDING PARTITION AS SPECIFIED. PROVIDE MINIMUM CLEARANCES AS REQUIRED BY MANUFACTURER.

1' -

4"

1' -

4"

MINIMUM

2' - 1"

STEEL TUBE COLUMN. REF: STRUCT.

STRUCTURAL STEEL TUBE COLUMN. REF: STRUCT.

SOUND RATED PERIMTER WALL TYPE 'C6' AS SCHEDULED.

DOOR, FRAME, AND HARDWARE AS SCHEDULED

TEMPERED GLAZING AS SCHEDULED. TYPICAL FOR ALL OFFICE ENTRANCES.

TYPICAL OFFICE ENTRANCE DOOR WITH SIDELITEREFERENCE SHEET A1001 FOR ADDITIONAL INFORMATION

TY

P

5' -

8"

TY

P

6"

ALUMINUM STOREFRONT WINDOW SYSTEM WITH JAMB ANCHORS PER MFR. PROVIDE WITH 1" INSULATED GLAZING AS SPECIFIED.

FULL-HEIGHT 2 1/2" Z-FURRING CHANNEL FRAMING @ 16" O.C. VERTICAL.

1.5" CLOSED CELL SPRAY INSULATION APPLIED TO INTERIOR FACE OF MASONRY.

SAWCUT AND REMOVE SHELL. FILL VOIDS IN CORNER CONDITION CMU BLOCKS WITH CONCRETE. REF: STRUCTURAL FOR TYPICAL SIZE OF REINFORCING.

FUR-OUT WALL FOR CABINETRY (2 1/2" @ 24" O.C.). EXTEND TO CEILING AND TERMINATE 6" ABOVE CEILING.

1 5/8" METAL FRAMING SECURED TO MASONRY STRUCTURE. PROVIDE ASPHALT ISOLATION STRIP BETWEEN STUD AND MASONRY (TYP.)

12" SPLIT FACE MASONRY WALL. FILL OPEN CELLS WITH CAVITY INSULATION AS SPECIFIED (TYP).

TEMPORARY FORMWORK ONLY. TO BE REMOVED PRIOR TO INTERIOR FRAMING

CORNER

10'-0" TO OUTSIDE

8" CMU BLOCK

12" CMU BLOCK

MASONRY SILL BELOW

5.0

°

FILL ALL OPEN CELLS WITH CAVITY INSULATION AS SPECIFIED (TYPICAL)

ORIGIN OF INTERSECTION3/4"

85.0°

5/8" GYP. ON 2 1/2" METAL FRAMING BRACED TO MASONRY. PROVIDE ASPHALT (BUTYL) ISOLATION STRIPS BETWEEN STUD AND MASONRY (TYP.)

2' -

6"

2

1' - 8"

GYPSUM BOARD WITH FINISH AS SCHEDULED

A6X

FULL-HEIGHT GYP-BOARD FUR-OUT. 3-5/8" METAL STUDS FRAMING FROM FLOOR TO CEILING. BRACE AS REQUIRED.

7 1

/2" CHAIR RAIL IN CORRIDOR'S

AS SCHEDULED

2

D

1' -

0"

DOOR DOES NOT REQUIRE A CLOSER

1' -

6"

8"

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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A205

ENLARGED PLANDETAILS

09/07/18

DSS

DSS

17072

1 1/2" = 1'-0"1

ENLARGED PLAN DETAIL

1 1/2" = 1'-0"2


3/4" = 1'-0"3


1 1/2" = 1'-0"4


1 1/2" = 1'-0"5


1 1/2" = 1'-0"6





APPROVAL.

1IS

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2019

Level 10' - 0"

1 1/2" / 12"

1 1/2" / 12"

SPLIT-FACE CMU GENERATOR SCREEN-WALL.

3

A501

4

A104

TOP OF RIDGE 27'-0"

8"

8"

CMU "BAND". FINISH -HONED. COLOR TO MATCH FIELD BLOCK

STANDING SEAM METAL ROOF

METAL PANEL AS SPECIFIED1 1/2" / 12"

LOUVER REFER TO MECH DWGS

DS

DSCJCJCJCJ

STANDING SEAM METAL ROOF. SLOPE VARIES WITH STRUCTURE

Level 10' - 0"

1

A503 STANDING SEAM METAL ROOF(SLOPE VARIES WITH STRUCTURE)

INSULATED RIBBON WINDOW WITH LAMINATED GLAZING

METAL PANEL

2

A503

1 1/2" / 12"

1 1/2" / 12"

1 1/2" / 12"

CJCJCJ

27' - 0"

TOP OF ROOF

SIDING - METAL PANEL

ROOF - STANDING SEAM METAL

CONCRETE MASONRY UNIT (CMU)

2 FINISHES:

FIELD: SPLIT FACE

BANDING: HONED

EXTERIOR LEGEND

INDICATES SPANDREL PANELS IN

CERESTORY RIBBON WINDOW

Level 10' - 0"

1

A501

CMU "BAND". FINISH - HONED. COLOR: TO MATCH FIELD BLOCK

FIELD BLOCK: SPLIT FACE CMU WITH INTEGRAL COLOR AND MOISTURE INHIBITIVE ADD-MIXTURE


2

A501

8" POWDER COATED METAL GUTTER WITH DOWNSPOUTS

EXTERIOR METAL PANEL

DS DS DS DS DS DS DS

LOUVER REFERENCE MECHANICAL DWGS

LOUVER: REFER TO MECH DWGS

CJCJCJ

10

' - 8

"

8"

8' -

0"

EXTERIOR LIGHTING: REF: ELECTRICALDS

27' - 0"

TOP OF ROOF

3

A503

STANDING SEAM METAL ROOF WITH MATCHING FASCIA AND SOFFIT PANELS

METAL PANEL AS SPEC'D

INSULATED RIBBON WINDOW SYSTEM WITH INSULATED GLAZING. SPANDREL AS INDICATED


CMU "BAND". FINISH - HONED. COLOR: TO MATCH FIELD BLOCK

INSULATED WINDOW SYSTEM

3

A502

7' -

0"

DS DS DS DS DS DS DS 8" POWDER COATED METAL GUTTER WITH DOWNSPOUTS

CJCJ

1

A502

DSDS

4

A503

27' - 0"

TOP OF ROOF

Dat

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ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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MC

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EXTERIORELEVATIONS

09/07/18

DSS

RM

17072

1/8" = 1'-0"1

EAST ELEVATION

1/8" = 1'-0"2

WEST ELEVATION

1/8" = 1'-0"3

NORTH ELEVATION

1/8" = 1'-0"4

SOUTH ELEVATION




APPROVAL.

1IS

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/20/

2019

Level 10' - 0"


METAL WALL PANEL AS SCHEDULED

DS

BURNISHED (GROUND) FACE BLOCK BAND. COLOR TO MATCH FIELD BLOCK

INSULATED RIBBON WINDOW SYSTEM TYPE 'E' AS SCHEDULED

INSULATED WINDOW SYSTEM

8" POWDER COATED METAL GUTTER WITH DOWNSPOUTS

BB BC

E

EXTERIOR LIGHT FIXTURE - REF: ELEC.

STANDING SEAM METAL ROOFREF: SPECIFICATIONS


DOWNSPOUT CONNECTED TO SUB-SURFACE DRAINAGE

SPLITFACE MASONRY


1' -

4"

8' -

0"

BURNISHED (GROUND) FACE BLOCK BAND. COLOR TO MATCH FIELD BLOCK

1

A503STANDING SEAM METAL ROOF

METAL PANEL SIDING


4' - 0"

EQ

EQ

EQ

10

' - 8

"

A

Level 10' - 0"

TOP OF MASONRY13' - 10"

SPLIT FACE CMU

METAL PANEL

BURNISHED (GROUND) FACE CMU BLOCK BAND. COLOR: TO MATCH FIELD BLOCK

STANDING SEAM METAL ROOF WITH FASCIA

8' -

0"

1' -

4"

DS

BURNISHED (GROUND) FACE MASONRY WALL WITH PRECAST CAP

B BBC

EXTERIOR BUILDING LIGHTING. REF: ELECTRICAL

WINDOW TYPE "E" AS SCHEDULED

METAL PANEL AS SPECIFIED

STANDING SEAM METAL ROOF AS SPECIFIED

3' -

4"

1' -

4"

2' -

0"

2' -

0"

Level 10' - 0"

BURNISHED (GROUND) FACE BLOCK BAND. COLOR: TO MATCH FIELD BLOCK

STANDING SEAM METAL ROOF WITH GUTTER AND DOWNSPOUTS

CONCRETE STOOP. REF: CIVIL FOR EXTERIOR GRADE SPOT ELEVATIONS.WALK SLOPES WITH GRADE

SIDING - METAL PANEL

ROOF - STANDING SEAM METAL

CONCRETE MASONRY UNIT (CMU)

2 FINISHES:

FIELD: SPLIT FACE

BANDING: HONED

EXTERIOR LEGEND

INDICATES SPANDREL PANELS IN

CERESTORY RIBBON WINDOW

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ENLARGEDEXTERIOR

ELEVATIONS

09/07/18

DSS

RM

17072

1/4" = 1'-0"2

ENLARGED EXTERIOR ELEVATION 1/4" = 1'-0"

1ENLARGED EXTERIOR ELEVATION

1/4" = 1'-0"3

ENLARGED EXTERIOR ELEVATION 1/4" = 1'-0"

4ENLARGED EXTERIOR ELEVATION




APPROVAL.

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Level 10' - 0"

IT DEPARTMENT OPEN WORKOFFICE BREAKROOM


Level 10' - 0"

TOP OF MASONRY13' - 10"

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DATE:

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C.B.:

JOB NO:


DAVID S

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A401

ARCHITECTURALBUILDING SECTIONS

09/07/18

DS

RM

17072

1/8" = 1'-0"2

BUILDING SECTION

1/8" = 1'-0"1

BUILDING SECTION




APPROVAL.

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Level 10' - 0"

A

SLOPE 1 1/2: 12

METAL ROOF ON BOND BREAKER OVER NAILABLE BASE POLYISO INSULATION: R-25 MIN.

1.5" 22GA(MIN) METAL ROOF DECKING

VENTED METAL SOFFIT (FINISH TO MATCH ROOF)

CONCRETE BLOCK WALL WITH STRUCTURAL REINFORCING AS REQUIRED. FILL ALL OPEN CELLS WITH GRANULAR INSULATION AS SPECIFIED.

BOND BEAM. GROUTED SOLID

GLAZING SYSTEM SIMILAR TO KAWNEER Tri-Fab 601T WITH 1" INSULATED/LAMINATED GLAZING.

8" METAL GUTTER AND DOWNSPOUT. FINISH TO MATCH ROOF.

EXTERIOR CONCRETE PAVING. REFERENCE SITE PLAN

1 1/2" CLOSED CELL SPRAY FOAM INSULATION OVER 1/2" EXTERIOR GRADE SHEATHING. SPRAY EXPOSED FACE OF INSULATION WITH INTUMESCENT PAINT.

1/2" EXTERIOR SHEATHING ON METAL STUD FRAMING @ 16" O.C.

EXTEND TO UNDERSIDE OF METAL DECK AND SEAL ALL

PENETRATIONS.

STRUCTURAL FOUNDATION WITH INTEGRAL EDGE BEAM. TREAT SUBSURFACE SOILS AS RECOMMENDED PER GEOTECH REPORT.

SUB-SURFACE DRAINAGE FOR ROOF GUTTERS/DOWNSPOUTS

1' -

0"

14

' - 0

"

CONTINUOUS CONCRETE TIE BEAM AT HEAD OF WALL

NON-INSULATED METAL PANEL

A506

9

3' - 0"

CEILING AS SCHEDULED

9' -

0"

1 1/2" CLOSED CELL SPRAY FOAM INSULATION ON INTERIOR FACE OF EXTERIOR MASONRY WALL. TYPICAL: APPLY INTUMESCENT PAINT TO EXPOSED FACE OF SPRAY FOAM INSULATION.

10

' - 8

"

A506

7

A506

4

SIM

Level 10' - 0"

12

12

' - 0

"

18

EQ

. C

OU

RS

ES

@

METAL ROOF SHEET WATERPROOFING OVER R-25 POLYISO RIGID INSULATION: WITH 5/8" NAILABLE BASE.

1 1/2" METAL ROOF DECK

ROOF JOIST ATTACHED TO STRUCTURE. SECURE 5/8" GYP. BD TO INSIDE FACE OF JOIST @ PERIMTER WALL.

METAL PANEL AS SCHEDULED

BOND BEAM. GROUTED SOLID

EXTERIOR HM DOOR AND FRAME. FRAME GROUTED SOLID

TYPICAL HEAVY DUTY ALUMINUM DOOR THRESHOLD SIMILAR TO PEMKO 182

1 1/2" SPRAY APPLIED CLOSED CELL INSULATION APPLIED TO INTERIOR FACE OF MASONRY. TYPICAL: APPLY INTUMESCENT PAINT ON EXPOSED SURFACE OF SPRAY FOAM.

OVERHANG1' - 0"

COVERED ENTRY

CONCRETE BLOCK WALL WITH SPLIT FACE FINISH.


CONCRETE RAKE-BEAM AT HEAD OF CMU BLOCK WALL.

A507

3

A507

4

A5066

A1037

BANDING REPRESENTS BLOCK WALL WITH HONED (SMOOTH) FINISH.

1' -

3"

A507

5

STAINLESS STEEL HANDRAIL AT STAIRS

A1001

5

GYPSUM BOARD SOFFIT PANEL WITH MEDIUM SAND PAINTED FINISH

A10013

SIM

WATERPROOFING OVER EXTERIOR SHEATHING.

Level 10' - 0"

A

SLOPE 1 1/2: 12

PROVIDE 2X6 TREATED WOOD BLOCKING FOR WALL MOUNTED GRAB BARS.

LIGHT GAUGE FRAMING - BRACE OFF CMU. PROVIDE ASPHALT ISOLATION STRIP BETWEEN STUD AND MASONRY (TYP).


1.5" 22GA(MIN) METAL ROOF DECKING OVER ROOF STRUCTURE. REF: STRUCT.

VENTED METAL SOFFIT

12" CONCRETE BLOCK WALL WITH STRUCTURAL REINFORCING AS REQUIRED. FILL ALL OPEN CELLS WITH POURABLE INSULATION AS SPECIFIED.

CONCRETE TIE BEAM AT HEAD OF WALL.

NON-INSULATED METAL PANEL

METAL GUTTER AND DOWNSPOUT. FINISH TO MATCH ROOF.

EXTERIOR CONCRETE PAVING. REFERENCE CIVIL DOCUMENTS.

REF STRUCT. FOR FOUNDATION DESIGN


A506

5Sim

3' - 0"

1 1/2" CLOSED CELL SPRAY FOAM INSULATION APPLIED TO INTERIOR FACE OF MASONRY. TYPICAL: APPLY INTUMESCENT PAINT TO EXPOSED FACE OF SPRAY FOAM.

EXTERIOR GRADE VARIES. REF: CIVIL.

PROVIDE CMU BLOCK-FLASH AT BASE COURSEAS SPECIFIED.

10

' - 8

"

TO

P O

F M

AS

ON

RY

13

' - 4

"

1' -

2"

A506

1

FINISH AS SCHEDULED. PROVIDE APPROPRIATE SUBSTRATE FOR FINISH MATERIALS. REF: SCHEDULE AND SPECIFICATIONS.

Dat

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GENERAL NOTES

DATE:

D.B.:

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EXTERIOR WALLSECTIONS

01/23/2019

DSS

RM

17072

1/2" = 1'-0"1

EXTERIOR WALL SECTION

1/2" = 1'-0"3












APPROVAL.

1/2" = 1'-0"2





APPROVAL.

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F E

A5072

A5071

A50610

3' - 0"

8' -

8"

1 1/2" / 12"

1' - 3

"

PRIMED AND PAINTED GYP. BD. SILL

STANDING SEAM METAL ROOF ON SHEET WATERPROOFING

R-25 MIN POLYISO INSULATION WITH 5/8" NAILABLE BASE ON 1 1/2" METAL DECK.

PAINTED GYP. BD ON LIGHT GAUGE METAL FRAMING

STEEL BEAM. REF: STRUCT.

CONTINUOUS RIBBON WINDOW AS SCHEDULED

METAL PANEL OVER CONTINUOUS VAPOR BARRIER ON 1 1/2" RIGID INSULATION

METAL PANEL OVER CONTINUOUS VAPOR BARRIER ON 1 1/2" RIGID INSULATION

STANDING SEAM METAL ROOF ON SHEET WATERPROOFING

R-25 MIN POLYISO INSULATION WITH 5/8" NAILABLE BASE ON 1 1/2" METAL DECK.

STEEL TUBE REF: STRUCT.

STEEL BEAM. REF: STRUCT.

10

' - 8

"

1' - 11 3/8"

METAL PANEL SYSTEM AS SCHEDULED. PROVIDE SMOOTH FACE CMU BEHIND ALL METAL PANEL

BOND BEAM. REF: STRUCT.

WINDOW SYSTEM AS SCHEDULED

GUTTER WITH DOWNSPOUT. REF: ROOF PLAN FOR EXTENTS.


23' - 11 1/2"

A5064

1' -

0"

6"


CROSS CORRIDOR SOFFIT TO CONCEAL DUCT WORK. REF: CEILING PLANS

GYP. BD. CLAD SOFFIT PROJECTION. PROVIDE STUD BACKING AS REQ'D AT 16" O.C.

1' - 3

"

6 1/2"

1' -

6"

ACOUSTIC PANELS IN CORRIDOR REF: INTERIOR ELEVATIONS

6 1/2"

Level 10' - 0"

21

LOW ROOF(BEYOND)

SPLIT FACE CONCRETE BLOCK WITH REINFORCING AS REQUIRED. FILL EMPTY CELLS WITH GRANULAR FILL INSULATION

CONCRETE FILLED BOND BEAM WITH FINISH TO MATCH "FIELD BLOCK"

EXTERIOR HM DOOR AND FRAME. FRAME GROUTED SOLID

ALUMINUM H/D DOOR THRESHOLD. SIMILAR TO 5/A1001

EXTERIOR CONCRETE PAVING. REFERENCE SITE PLAN

STRUCTURAL FOUNDATION WITH INTEGRAL EDGE BEAM. TREAT SUBSURFACE SOILS AS RECOMMENDED PER GEOTECH REPORT.

SOIL COMPACTION AND TREATMENT AS REQUIRED FOR SITE HARDSCAPES

5/8" GYPSUM BOARD ON METAL STUD FRAMING @ 16" O.C. EXTEND TO UNDERSIDE OF METAL DECK AND SEAL ALL PENETRATIONS.

1 1/2" CLOSED CELL SPRAY INSULATION ON INTERIOR FACE OF CONCRETE BLOCK.

METAL PANEL WALL SYSTEM- SIMILAR TO PAC-CLAD HWPC (with clip)

METAL SOFFIT PANEL. FINISH TO MATCH ROOF

1' - 0"

1' - 0"4' - 7 3/8"

PROVIDE SMOOTH FACE CONCRETE BLOCK BEHIND ALL METAL PANEL. TYP.

A506

6

SIM

11

' - 1

1 5

/8"

THROUGH-WALL MECHANICAL VENT. REF: MECH. BOTTOM OF VENT ALIGNS WITH BOTTOM OF METAL PANEL.

5/8" GYP. BD OF 2 1/2" METAL STUDS. PROVIDE BUTYL ISOLATION STRIP BETWEEN METAL STUD AND MASONRY (TYP).

D

TO PERIM. ANGLE

5' - 8 5/8"

A507

6

A507

7

FACE OF STUD

3' - 10 1/4"

STANDING SEAM METAL ROOF ON SHEET WARTERPROOFING

R-25 MIN. POLYISO INSULATION WITH 5/8" NAILABLE BASE ON 1 1/2" METAL DECK

STEEL BEAM. REF: STRUCT. FOR BEARING POINT

STEEL BEAM. REF: STRUCT. FOR BEARING POINT

STEEL COLUMN. REF: STRUCT.

K-SERIES BAR JOIST. REF: STRUCT.

METAL PANEL OVER CONTINUOUS VAPOR BARRIER

ON 1 1/2" RIGID INSULATION

STANDING SEAM METAL ROOF ON SHEET WATERPROOFING. OVER R-25

MIN. POLYISO INSULATION WITH 5/8" NAILABLE BASE ON 1 1/2" METAL DECK

Dat

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

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09/07/18

DSS

RM

17072

1/2" = 1'-0"1

WALL SECTION 1/2" = 1'-0"

2WALL SECTION

1/2" = 1'-0"3

EXTERIOR WALL SECTION - UPPER ROOF




APPROVAL.

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Level 10' - 0"

1

VAPOR BARRIER OVER COMPACTED FILL

SPLIT FACE LOAD BEARING MASONRY WALL.

1 1/2" CLOSED CELL SPRAY INSULATION ON INTERIOR FACE OF MASONRY.

5/8" GYPSUM BOARD ON 2 1/2" METAL FRAMING. PROVIDE BUTYL ISOLATION STRIP BETWEEN METAL STUD AND MASONRY (TYP).

6"

METAL PANEL OVER CONTINUOUS PEEL-N-STICK VAPOR BARRIER

STRUCTURAL BAR JOIST: REF: STRUCT.

METAL ROOF OVER CONTINUOUS INSULATION AND STRUCTURAL DECK (TYP.)

1 1/2" CLOSED CELL SPRAY INSULATION ON INTERIOR FACE OF MASONRY BLOCK. TYPICAL: APPLY INTUMENSCENT PAINT TO EXPOSED FACE OF SPRAY FOAM ONLY.

RE

F: C

IVIL

FO

R G

RA

DE

3' -

0"

STRUCTURAL SLAB. REF: STRUCT.

10

' - 8

"


Level 10' - 0"

10 MIL. VAPOR BARRIER OVER COMPACTED/TREATED FILL

CONCRETE BLOCK STEM WALL: REF: STRUCTURAL DRAWINGS

METAL PANEL OVER CONTINUOUS PEEL-N-STICK VAPOR BARRIER. VAPOR BARRIER IS APPLIED BEHIND METAL PANEL ONLY.

METAL ROOF OVER CONTINUOUS INSULATION AND STRUCTURAL DECK (TYP.)

1 1/2" CLOSED CELL SPRAY INSULATION APPLIED TO INTERIOR FACE OF CMU (TYPICAL). TYPICAL: APPLY INTUMENSCENT PAINT TO EXPOSED INSULATION ONLY.

WINDOW GLAZING SYSTEM AS SCHEDULED WITH 1" INSULATED GLAZING.

FINISH GRADE REFER TO CIVIL

CMU BLOCK WALL CONSTRUCTION. FILL OPEN CELLS WITH CAVITY INSULATION PER SPECIFICATIONS (TYPICAL)

A506

7

A5068

PROVIDE SMOOTH FACE BLOCK BELOW FINISHED GRADE

3'-0

" M

IN. T

YP

.


GYP BD. WITH FINISH AS SCHEDULED OVER 2 1/2" METAL C-STUD. PROVIDE BUTYL ISOLATION STRIP BETWEEN STUD AND MASONRY (TYP).

HORIZONTAL WINDOW MULLION

6"

10

' - 8

" R

.O.

EQ

EQ

EQ

1' - 0"

1' -

3"

TOP OF MASONRY VARIES WITH RAKE BEAMREF: STRUCT.

Level 10' - 0"

A506

10Sim

10 MIL. VAPOR BARRIER OVER COMPACTED FILL

CONCRETE FOUNDATON REF: STRUCTURAL DRAWINGS

METAL PANEL OVER CONTINUOUS PEEL-N-STICK VAPOR BARRIER. VAPOR BARRIER IS APPLIED BEHIND METAL PANEL ONLY.

WINDOW GLAZING SYSTEM AS SCHEDULED WITH 1" INSULATED GLAZING.

FINISH GRADE REFER TO CIVIL

PROVIDE SMOOTH FACE BLOCK BELOW FINISHED GRADE

LIGHT GAUGE FRAMING - BRACE OFF CMU. PROVIDE ASPHALT ISOLATION STRIP BETWEEN STUD AND MASONRY (TYP).

STANDING SEAM METAL ROOF OVER WATERPROOFING ON R-25 MIN. POLYISO WITH NAILABLE BASE, ON 1.5" 22GA(MIN) METAL ROOF DECKING OVER ROOF STRUCTURE. REF: STRUCT.



1 1/2" CLOSED CELL SPRAY FOAM INSULATION APPLIED TO INTERIOR FACE OF MASONRY.

Level 10' - 0"

SLOPE 1 1/2: 12

PROVIDE 2X6 TREATED WOOD BLOCKING FOR WALL MOUNTED GRAB BARS.

LIGHT GAUGE FRAMING - BRACE OFF CMU. PROVIDE ASPHALT (BUTYL) ISOLATION STRIP BETWEEN STUD AND MASONRY (TYP).




METAL GUTTER AND DOWNSPOUT. FINISH TO MATCH ROOF.

EXTERIOR CONCRETE PAVING. REFERENCE CIVIL DOCUMENTS.

REF STRUCT. FOR FOUNDATION DESIGN


1 1/2" CLOSED CELL SPRAY FOAM INSULATION APPLIED TO INTERIOR FACE OF MASONRY. TYPICAL: APPLY INTUMESCENT PAINT TO EXPOSED FACE OF SPRAY FOAM.

EXTERIOR GRADE VARIES. REF: CIVIL.

PROVIDE CMU BLOCK-FLASH AT BASE COURSEAS SPECIFIED.

FINISH AS SCHEDULED. PROVIDE APPROPRIATE SUBSTRATE FOR FINISH MATERIALS. REF: SCHEDULE AND SPECIFICATIONS.

RE

F: C

IVIL

4"

6 1/2"

1' - 3

"

METAL PANEL OVER CONTINUOUS PEEL-N-STICK VAPOR BARRIER. VAPOR BARRIER IS INSTALLED BEHIND METAL PANEL ONLY.

STANDING SEAM METAL ROOF OVER WATERPROOFING ON R-25 MIN. POLYISO WITH NAILABLE BASE, ON 1.5" 22GA(MIN) METAL ROOF DECKING OVER ROOF STRUCTURE. REF: STRUCT.

5 1

/2"

Dat

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

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A503


01/23/2019

-

DSS

17072

1/2" = 1'-0"2

EXTERIOR WALL SECTION 1/2" = 1'-0"

1EXTERIOR WALL SECTION

1/2" = 1'-0"3

EXTERIOR WALL SECTION 1/2" = 1'-0"

4EXTERIOR WALL SECTION

TOP OF MASONRY VARIES WITH RAKE BEAM.REF: STRUCT.




APPROVAL.

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EXTERIOR GRADE TREATED BLOCKING MECHANICALLY FASTENED TO DECK AND STRUCTURE.

STEEL BAR JOIST WITH TOP CHORD EXTENSION. REF: STRUCT.

GALVANIZED LIGHT GAUGE METAL FRAMING

NON-VENTED METAL SOFFIT PANEL. FINISH AS SCHEDULED.

20 GA. METAL FASCIA WITH FINISH AS SCHEDULED

METAL GUTTER AND DOWNSPOUT. FINISH AS SCHEDULED.

CONTINUOUS EXTERIOR GRADE TREATED WOOD BLOCKING

20 GA. METAL FASCIA TO MATCH ROOF.

PEEL-N-STICK WATERPROOFING ATTACHED TO 1/2" SHEATING OVER EXTERIOR TREATED WOOD BLOCKING

DRIP EDGE. PER ROOFING MANUFACTURER.

5 1/2" GALV. BOX HEADER @ PERIMTER CONDITION.

R-25 MIN POLYISO WITH 5/8" NAILABLE BASE

STANDING SEAM METAL ROOF OVER SHEET WATERPROOFING

1' - 3

"

6 1/2"

3 1

/2"

STEEL PERIMETER ANGLE. REF: STRUCT.

A

1 1/2" CLOSED CELL SPRAY FOAM APPLIED TO INTERIOR FACE OF MASONRY

1 1/2" (22GA) METAL ROOF DECK

STEEL ROOF BEAM. REF: STRUCT.

GALVANIZED LIGHT GAUGE METAL FRAMING TO SUPPORT NON-

VENTED METAL SOFFIT PANEL.

CONCRETE TIE BEAM AT HEAD OF WALL. REF: STRUCT.

STRUCTURAL CONCRETE BLOCK WALL. REF: STRUCT.

METAL PANEL CLADDING AS SPECIFIED.

3/4" EXTERIOR SHEATHING ON METAL FRAMING. PACK VOID BETWEEN TOP OF WALL AND ROOF DECK WITH MINERAL WOOL INSULATION. SEAL TOP AND BOTTOM OF SHEATHING

WATERPROOFING MEMBRANE AS SPECIFIED. APPLY TO SURFACE OF CONCEALED CONCRETE BLOCK AND FACE OF EXTERIOR SHEATHING ABOVE MASONRY. DO NOT APPLY TO EXPOSED SPLIT FACE BLOCK.

TOP OF MASONRY 13' - 4"

R-25 MIN. POLYISO WITH 5/8" NAILABLE BASE

SHEET WATERPROOFING


1' -

2"

8"

+/-

12STANDING SEAM ROOF OVER SHEET WATER PROOFING.

1 1/2" (20GA) METAL ROOF DECK

METAL PANEL CLADDING AS SPECIFIED.

NON-VENTED SOFFIT PANEL. FINISH TO MATCH ROOF.

R-25 MIN. POLYISO WITH 5/8" NAILABLE BASE

CONTINUOUS TREATED WOOD BLOCKING

6 1/2"

1' -

3 1

/2"

3 1

/2"

1' - 0"

PERIMETER ANGLE. REF: STRUCT.

TREATED WOOD BLOCKING

PEEL-N-STICK WATERPROOFING ATTACHED TO 1/2" SHEATING OVER EXTERIOR TREATED WOOD BLOCKING

8 7/8"

SELF-ADHERING WATERPROOFING MEMBRANE AS SPECIFIED. INSTALL WITH OVERLAP TO ALLOW POSITIVE DRAINAGE

METAL FLASHING (TO MATCH WINDOW SYSTEM FINISH) WITH RUBBERIZED SELF ADHERING BACKING. APPLY OVER TOP OF EXTERIOR WATERPROOFING MEMBRANE.

6"

MIN

.

1"

EXTERIOR NON-INSULATED METAL PANEL SYSTEM AS SPECIFIED. SECURE TO MASONRY PER MFGR. STD. DETAILS

TYPICAL WINDOW HEAD WITH RECEPTOR (SHIM AS REQUIRED FOR OPENING). SECURE TO MASONRY BOND BEAM PER MANUFACTURER STANDARDS.

1" INSULATED GLAZING IN WINDOW SYSTEM AS SCHEDULED.

1 1/2" CLOSED CELL SPRAY INSULATION. APPLY TO INTERIOR FACE OF EXTERIOR MASONRY WALLS (TYPICAL)

2 1/2" METAL STUD FRAMING SECURED TO MASONRY WITH GYPSUM BOARD FINISHED AS SCHEDULED. PROVIDE BUTYL ISOLATION STRIP BETWEEN METAL STUD AND MASONRY (TYP).

1X WOOD SHIM TO FACE OF MASONRY

PAINTABLE ELASTOMERIC SEALANT AT WINDOW FRAME.

ELASTOMERIC SEALANT BOTH SIDES OF WINDOW FRAME (TYP).

8"

F.O.W.

2 3/8"

CONCRETE BOND BEAM @ HEAD OF WINDOW WALL. REF: STRUCT.

Level 10' - 0"

FINISH ON CONCRETE SLAB AS SCHEDULED.

CONTINUOUS SILL PAN WITH END DAMS BOTH SIDES.FINISH TO MATCH WINDOW SYSTEM

PROVIDE HEMMED DRIP EDGE (TYP).

PROVIDE ELASTOMERIC SEALANT BOTH SIDES OF WINDOW SYSTEM

PRECAST SILL WITH SPLIT-TAIL ANCHORSMECHANICALLY ANCHORED TO CONCRETE FOUNDATION

10 MIL VAPOR BARRIER ON COMPACTED & TREATED FILL.

4 1

/4"

FACE OF WALL (F.O.W.)

F.O.W.

2 3/8"

WINDOW SILL AS SCHEDULED PER MANUFACTURER.

3 3/8"

4 3/8"

PROVIDE SEALANT @ WINDOW BETWEEN FLOOR FINISH AND SILL.

PROVIDE SILL PAN WITH END DAMS (TYP)

Level 10' - 0"

CONCRETE SLAB. REF: STRUCT.

CONTINUOUS SILL PAN WITH END DAMS BOTH SIDES. FINISH TO MATCH WINDOW SYSTEM


4 1

/4"

6 5/8"

PAINTED GYP BD ON 2 1/2" METAL STUDS SECURED TO MASONRY BLOCK.

1 1/2" CLOSED CELL SPRAY INSULATION APPLIED TO INTERIOR FACE OF CMU.

GROUT SOLID, MASONRY BENEATH WINDOW SILLS.

PROVIDE HEMMED DRIP EDGE (TYP)

PEEL-N-STICK SHEET WATERPROOFING BENEATH SILL FLASHING AND WINDOW SILL

PRECAST SILL WITH SPLIT-TAIL ANCHORS. FINISH OF SILL TO MATCH EXTERIOR MASONRY.

SOLID WOOD 1X WINDOW SILL. STAINED AND SEALED (ST-1). SHIM AS REQUIRED

STAINED AND SEALED SOLID WOOD BASE MOLDING

TY

PIC

AL

1' -

4"

SPLIT FACE CMU

F.O.W.

2 3/8"


10 MIL VAPOR BARRIER ON COMPACTED AND TTREATED FILL

1"

PROVIDE SILL PAN WITH END DAMS (TYP.)

6 1/2"

1/2

"

FLOOR FINISH AS SCHEDULED

Level 10' - 0"

RE

F: C

IVIL

VA

RIE

S

CMU BLOCK WALL WITH REINFORCING PER STRUCT.

WALL FINISH AS SCHEDULED WITH APPROVED SUBSTRATE

BASE AND FLOOR FINISH AS SCHEDULED

LIGHT GAUGE METAL FRAMING SECURED TO MASONRY WALL. PROVIDE ASPHALT ISOLATON STRIP BETWEEN CMU AND STUD (TYP)

1 1/2" CLOSED CELL SPRAY INSULATION

PROVIDE INTERNAL MASONRY DRAINAGE SYSTEM WITH DRAINAGE MAT AS SPECIFIED

4" POURED CONCRETE SLAB. REF: STRUCT.

CONTINUOUS 10 MIL VAPOR BARRIER BELOW SLAB/FOUNDATION

8"

Level 10' - 0"

F

CONCRETE SLAB. REF: STRUCT.

(TYPICAL) CONTINUOUS SILL PAN WITH END DAMS BOTH SIDES. FINISH TO MATCH WINDOW SYSTEM


PAINTED GYP BD ON 2 1/2" METAL STUDS SECURED TO MASONRY BLOCK. PROVIDE BUTYL ISOLATION STRIP BETWEEN STUD AND MASONRY (TYP)

1 1/2" CLOSED CELL SPRAY INSULATION APPLIED TO INTERIOR FACE OF CMU.

GROUT SOLID ALL CELLS BENEATH WINDOW SILLS.

PROVIDE HEMMED DRIP EDGE (TYP).

PEEL-N-STICK SHEET WATERPROOFING BENEATH SILL FLASHING AND WINDOW SILL

PRECAST SILL WITH SPLIT-TAIL ANCHORS. FINISH TO MATCH EXTERIOR MASONRY

SOLID WOOD 1X WINDOW SILL. STAINED AND SEALED (ST-1). SHIM AS REQUIRED

STAINED AND SEALED SOLID WOOD BASE MOLDING

SPLIT FACE CMU

TY

PIC

AL

1' -

4"

1' -

5"

F.O.W.

2 3/8"

6 5/8"

4 1

/4"

1"

PROVIDE SILL PAN WITH END DAMS (TYP.)

FLOOR FINISH AS SCHEDULED

3"

1/2

"

SEALANT


Dat

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DATE:

D.B.:

C.B.:

JOB NO:


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SHIVELY

0099028

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EXTERIOR SECTIONDETAILS

09/07/18

DSS

DSS

17072

3" = 1'-0"2

SILL DETAIL - SINGLE WYTHE WALL 3" = 1'-0"

3FREE STANDING MASONRY WALL CAP

1 1/2" = 1'-0"4

EXTERIOR SECTION DETAIL 1" = 1'-0"

5EXTERIOR SECTION DETAIL

1" = 1'-0"6


3" = 1'-0"7


3" = 1'-0"8


9EXTERIOR SECTION DETAIL @ 12" CMU

3" = 1'-0"1


3" = 1'-0"10

EXTERIOR SECTION DETAIL @ 8" CMU

DETAIL IS DIAGRAMMATIC DETAIL IS DIAGRAMMATIC




APPROVAL.

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E

1' - 3

"

4"

STEEL BAR JOIST WITH TOP CHORD EXTENSION. REF: STRUCT.

GALVANIZED LIGHT GAUGE METAL FRAMING

METAL SOFFIT PANEL. ON GALVANIZED FRAMING. FINISH AS SCHEDULED.




PEEL-N-STICK WATERPROOFING ATTACHED TO EXTERIOR SHEATING.


5 1/2" C-STUD GALV. BOX HEADER @ PERIMTER CONDITION.



METAL PANEL AS SPECIFIED. SECURE THROUGH RIGID INSULATION TO STUDS.

1 1/2" RIGID POLYISO INSULATION

1 1/2" / 12"

3' - 0"

PERIM. ANGLE. REF: STRUCT.

6" 20 GA. METAL STUD INFILL SPACED @ 16" O.C. FILL CAVITY W/ R-13 BATT INSULATION.

1' - 0 3/4"

1' -

1 1

/4"

SHIM AS REQUIRED FOR WINDOW

SECURE WINDOW SYSTEM THROUGH BLOCKING TO METAL HEADER. REF: MANUFACTURER'S RECOMMENDED INSTALLATION DETAILS.

GYP BD SHEATHING

W12X40 REF: STRUCT. FOR BEARING POINT

19' - 1"

6 1/2"

EXTERIOR GRADE TREATED BLOCKING. MECHANICALLY FASTENED TO DECK AND STRUCTURE

PAINTED GYP. BD. SOFFIT. REF: CEILING PLAN

2 1/2" LIGHT GAUGE FRAMING

REF: STRUCT.

INFILL VOID IN ROOF DECK WITH MINERAL WOOL. PACK TIGHT

14' - 4"

15' - 9"

WINDOW SYSTEM AS SCHEDULED WITH 1" INSULATED GLAZING.


1 1/2" CONTINUOUS RIGID INSULATION


R-25 POLYISO INSULATION WITH 5/8" NAILABLE BASE

C5X9 @ 4'-0" O.C.

SEAL PENETRATION ON ALL SIDES FO CHANNEL

W12X26. REF: STRUCT

C5X6.7 CONTINUOUS. REF: STRUCT

1' - 0 3/4"

PRE-FINISHED MEATL SILL CAP. FINISH TO MATCH METAL PANEL

A1002H

HSS 10X8. REF: STRUCT.


R-25 RIGID INSULATION WITH 5/8" NAILABLE BASE OVER 1 1/2" METAL DECK.

SEAL ALL VOIDS IN DECK BETWEEN DECK AND RAKE BEAM WITH EXPANSIVE CLOSED CELL INSULATION (BOTH SIDES OF WALL)

1 1/2" CLOSED CELL INSULATION APPLIED TO INTERIOR FACE OF MASONRY WALL

CONCRETE RAKE BEAM @ HEAD OF WALL TO SUPPORT ROOF DECK. REF: STRUCT.

CMU WALL

1 1/2" CLOSED CELL INSULATION APPLIED TO INTERIOR FACE OF EXTERIOR WALL. APPLY INTUMENSCENT PAIN TO EXPOSED FACE OF SPRAY FOAM.

6" GALVANIZED CHANNEL SECURED TO MASONRY WALL

EXTERIOR GRADE GYPSUM BOARD SOFFIT WITH PAINTED STUCCO FINISH.

7/8" GALVANIZED FURRING STRIPS TO HANG SOFFIT

VAPOR BARRIER APPLIED TO CONCEALED EXTERIOR FACE OF CMU

10' - 8"

2"

12

10' - 8"

1"

1/2" EXTERIOR SHEATHING

EXTERIOR WATERPROOFING EXTEND OVER BREAK METAL EDGE. LAP FOR POSITIVE DRAINAGE.

METAL PANEL SYSTEM AS SCHEDULED

6" COLD FORM 18GA BOX HEADER TO SPAN OPENING.

1/2" EXTERIOR GRADE GYPSUM BOARD SOFFIT PANELS WITH MEDIUM SAND PAINTED FINISH.

CONTINUOUS GALVANIZED BREAK METAL EDGE @ OPENING

6"

4"

7/8" FURRING STRIPS TO HANG SOFFIT

2"

METAL PANEL TRIM PIECE WITH INTEGRAL DRAINAGE WEEPS

STEEL BAR JOIST WITH TOP CHORD EXTENSION. REF: STRUCT.GALVANIZED LIGHT GAUGE

METAL FRAMING

METAL SOFFIT PANEL OVER GALVANIZED FRAMING. FINISH AS SCHEDULED.




PEEL-N-STICK WATERPROOFING ATTACHED TO EXTERIOR SHEATING.


5 1/2" C-STUD GALV. BOX HEADER @ PERIMTER CONDITION.



METAL PANEL AS SPECIFIED. SECURE THROUGH RIGID INSULATION TO STUDS.

1 1/2" RIGID INSULATION

PERIM. ANGLE. REF: STRUCT.


EXTERIOR GYP BD SHEATHING

EXTERIOR GRADE TREATED BLOCKING. MECHANICALLY FASTENED TO DECK AND STRUCTURE

INFILL VOID IN ROOF DECK WITH MINERAL WOOL

5/8" GYP BD. SEAL ALL PENETRATIONS AND PRIME AND PAINT FINISHED SURFACE

1' -

3"

6 1/2"

3 1

/2"


1 1/2" RIGID INSULATION


R-25 POLYISO INSULATION WITH 5/8" NAILABLE BASE

METAL DECK ON K-SERIES STEEL BAR JOIST. REF: STRUCT.


5/8" GYP BD. SEAL ALL PENETRATIONS AND PRIME AND PAINT FINISHED SURFACE

Dat

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

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EXTERIOR SECTIONDETAILS

10/23/18

DSS

EWH

17072

1 1/2" = 1'-0"1


1 1/2" = 1'-0"2


3" = 1'-0"3


3" = 1'-0"4


5EXTERIOR WALL SECTION @ OVERHANG - Callout 7




APPROVAL.

1 1/2" = 1'-0"6


1 1/2" = 1'-0"7

Section 16 - Callout 2

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*TYPICAL WALL ASSEMBLY IS TYPE A4 WITH NO ACOUSTIC BAT INSULATION

5/8" TYPE X GYPSUM BOARD

ACOUSTIC INSULATION PROVIDED IN "X" DESIGNATED WALLS ONLY

1 LAYER OF 5/8" GYPSUM BOARD

STUD FRAMING = 16GA

SECURE SIDE

NON-SECURE SIDE

1 LAYER 5/8" GYPSUM BOARD

ACOUSTIC INSULATION

EXTEND WALLS FROM TRUE FLOOR TO TRUE CEILINGCONFIRM GAUGE OF STUD FRAMING AGAINST ANSI REQUIREMENTS FOR MAXIMUM HEIGHT. CERTAIN HEIGHTS MAY REQUIRE HEAVIER GAUGE AND ADDITIONAL BRACING TO STRUCTURE.PROVIDE ACOUSTIC SEALANT AT TOP AND BOTTOM OF WALL AND AT ALL PENETRATIONS.

1 LAYER OF 5/8" QUIET ROCK

STUD FRAMING. CONFIRM GAUGE OF STUD AGAINST ANSI REQUIREMENTS FOR MAXIMUM HEIGHT. CERTAIN HEIGHTS MAY REQUIRE HEAVIER GAUGE.

SECURE SIDE

NON-SECURE SIDE5/8" GYP. BD. ROCK-WOOL

ACOUSTIC INSULATION TO FILL CAVITY

EXTEND WALLS FROM TRUE FLOOR TO TRUE CEILING

FILL CAVITY WITH ROCK-WOOL (TYPE SOUND ATTENUATING INSULATION AND PIN TO STUDS TO

PREVENT SLIPPAGE.

5/8" GYP. BD.

1 LAYER 5/8" QUIET ROCK

STRUCTURAL COMPONENT

VA

RIE

S

MASONRY WALL: REF STRUCTURAL

LIGHT GAUGE FRAMING

GYPSUM BD. OR BACKER BOARD

FINISH APPLIED OVER SUBSTRATE

REFERENCE STRUCTURAL FOR MASONRY WALL FRAMING

MASONRY WALL CONSTRUCTION WITH WALL TYPE G-2 MEETS A MINIMUM STC-45: 8" HOLLOW CORE

MASONRY CONSTRUCTION WITH WALL TYPE G-2 BOTH SIDES.

WALL SHEATHING AS SCHEDULED

BATT. INSULATION: REFERENCE WALL SCHEDULE

TYPICAL STUD CLIP @ BASE. SECURED THROUGH BOTTOM RUNNER TO CONCRETE.

TYPICAL DEEP SLOTTED DEFELCTION TRACK AT HEAD CONDITION TO ALLOW FOR VERTICAL MOVEMENT.

BATT. INSULATION: REFERENCE WALL SCHEDULE

PROVIDE STUD FRAMING PER WALL TYPE.

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INTERIORPARTITION TYPES

09/07/18

DSS

RM

17072

PARTITION TAG

PARTITION TYPE DESIGNATOR

(SEE PARTITION SERIES TYPE SCHEDULES)

FRAMING MEMBER DEPTH

(SEE TABLE B OR TABLE C - BELOW

PARTITION SERIES

(SEE TABLE A - BELOW)

FIRE RATING (IF APPLICABLE)

TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY

A 1-LAYER METAL C-STUD 1-LAYER

B 1-LAYER METAL C-STUD 2-LAYERS

C 1-LAYER METAL C-STUD 2-LAYERS

OR

1-LAYER

QUIET ROCK

D NOT USED

E 1-LAYERS MASONRY + C-STUD NONE

F NOT USED

G 1-LAYER MASONRY + C-STUD NONE

- NO FRAMING

0 7/8" FURRING CHANNEL N/A

1 1 5/8"

TABLE B- FRAMING DEPTH SCHEDULE

TAG NUMBER

DESIGNATION

MTL STUD

DEPTH

MTL C-H STUD

DEPTH

WOOD STUD

DEPTH

N/A N/A

2 2 1/2" 2 1/2" N/A

3 3 5/8" N/A N/A

4 4" 4" 4"

6 6" 6" 6"

8 8" N/A N/A

10 10" N/A N/A

TABLE C- MASONRY WIDTH SCHEDULE

TAG NUMBER

DESIGNATION

CMU

WIDTH

4 3 5/8"

6 5 5/8"

8 7 5/8"

10 9 5/8"

12 11 5/8"

STEEL SHEET THICKNESS FOR STUDS AND RUNNERS

MIN. STEEL BASE METAL THICKNESS (UNCOATED)GAGE*

12

14

16

18

20

22

25

0.1017

INCH

97

MM

0.0713 68

0.0566 54

0.0451 43

0.0312 30

0.0270 27

0.0179 18

MILS

*GAGE 20 IS TYPICAL FOR ALL WALL TYPES UNO.

SERIES SHEATHING FRAMING MEMBERS SHEATHING

1 A2A

GENERAL NOTES

GN-01. PARTITION TYPES ARE NOT SEQUENTIAL.

GN-02. ALL PARTITION SHEATHING SHALL BE 5/8"

TYPE X FIRE RATED GYPSUM BOARD UNLESS

OTHERWISE NOTED.

GN-03. REFER TO DETAILS THIS SHEET FOR TOP AND

BOTTOM OF PARTITION CONDITIONS LISTED IN

PARTITION SCHEDULE.

GN-04. ALL PARTITIONS SHALL BE COORDINATED WITH

SCHEDULED FINISHES FOR PARTITION LAYOUT AND

REQUIRED CLEARANCES.

GN-05. PROVIDE FIRE RATED BLOCKING IN

PARTITIONS FOR EQUIPMENT HANGING AS INDICATED.

SEE CONSTRUCTION PLAN(S) AND/ OR INTERIOR

ELEVATIONS FOR LOCATIONS. IF QUESTIONS REMAIN,

CONSULT ARCHITECT

GN-06. FOR INTERIOR FRAMING LIMITING HEIGHTS

REFER TO SSMA TABLES FOR INTERIOR NON-

STRUCTURAL NON-COMPOSITE PARTITIONS

GN-07. CONTRACTOR TO RE-CONFIRM STUD SIZING

AND SUBMIT SELECTION CRITERIA FOR REVIEW

INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF

ROOF INFORMATION

1.34

1.09

0.84

0.68

0.45

X

X

*USE OF DIMPLED STEEL STUDS ACCEPTABLE

PROVIDED CONTRACTOR SUPPLIES DOCUMENTATION

PROVING THE EQUIVALENT MINIMUM BASE METAL

THICKNESS IS ACHIEVED

PARTITIONTYPE MARK

FRAMING DETAILS

ATTENTHK

FIRERTG

TESTEDASSEMBLY

STCRTG

SHEETNOTES

THK(GA) DEPTH SPACING TOP BOT

A

A4 20 3 5/8" 16" O.C. N/A

A4X 20 3 5/8" 16" O.C. 3" N/A SA-870717 50

A6 20 6" 16" O.C. N/A

A6X 20 6" 16" O.C. 5" N/A RAL-TL-84-140 59

PARTITIONTYPE MARK

FRAMING DETAILS

ATTENTHK

FIRERTG

TESTEDASSEMBLY

STCRTG

SHEETNOTES


B

B4 20 3 5/8" 16" O.C. 3 1/2" N/A 45

B6 20 6" 16" O.C. 5" N/A 50

PARTITIONTYPE MARK

FRAMING DETAILS

ATTENTHK

FIRERTG

TESTEDASSEMBLY

STCRTG

SHEETNOTES


E1 20 1 5/8" 16" O.C. 1 1/2" N/A

E2 30 2 1/2" 16" O.C. 1 1/2" N/A

E4 20 3 5/8" 16" O.C. N/A N/A

PARTITIONTYPE MARK

FRAMING DETAILS

ATTENTHK

FIRERTG

TESTEDASSEMBLY

STCRTG

SHEETNOTES


C

C6 20 6" 16" O.C. 5" N/A 50

PARTITIONTYPE MARK

FRAMING DETAILS

ATTENTHK

FIRERTG

TESTEDASSEMBLY

STCRTG

SHEETNOTES


G2 20 1 1/2" 16" N/A

G6




APPROVAL.

1 1/2" = 1'-0"6

WALL BASE DETAIL (TYP)

1 1/2" = 1'-0"7

WALL HEAD DETAIL (TYP).

1IS

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1 2 3 4 5 6

B

F

A

12

D

2

A401

1

A401

1413

15

16

18

20 21

187' - 4"

95' - 4"

50' - 8"

40' - 8"

C

1 1

/2"

/ 12"

1 1

/2"

/ 12

"

1 1

/2"

/ 12

"

1 1

/2"

/ 1

2"

DSDS

DS

DS

DS

DS

DS

DS

BE

AR

ING

HE

IGH

T V

AR

IES

BEARING HEIGHT 14' - 6" A.F.F.

BE

AR

ING

HE

IGH

T V

AR

IES

E

17

19

29' - 0 3/8"

DASHED LINE INDICATES EDGE OF WALL BELOW ROOF



LINE INDICATES 8" CONTINUOUS GUTTER WITH DOWNSPOUTS @ ROOF EDGE. CONNECT TO SUBSURFACE STORM DRAINAGE. REF: CIVIL.

DS

TO

TA

L S

PA

N

96

' - 0

"

29

' - 4

3/8

"

85.0°

1 1

/2"

/ 1

2"

1 1

/ 2"

/ 1

2"

4

A702

5

A702

6

A702

1

A702

2

A702

3

A702

DS

LINE INDICATES 8" CONTINUOUS GUTTER WITH DOWNSPOUTS @ ROOF EDGE. CONNECT TO SUBSURFACE STORM DRAINAGE. REF: CIVIL.

DS DS DS DS DS

2' - 0" 20' - 5 1/2" 30' - 0" 29' - 3" 32' - 4" 10' - 5" 29' - 6 3/4" 29' - 3 3/4" 2' - 0"

Dat

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Seal / Signature

GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

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0099028

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OVERALL ROOFPLAN

09/07/18

DSS

RM

17072

1/8" = 1'-0"1

ROOF PLAN

1. ROOF IS TO BE STANDING SEAM ROOF OVER BOND BREAKER PAPER, 5/8" NAILABLE SHEATHING ON R-25 POLY-ISO INSULATION OVER 1 1/2" METAL DECKING.

2. PROVIDE 8" METAL GUTTERS AND DOWNSPOUTS AS INDICATED ON PLANS. FINISH TO MATCH STANDING SEAM METAL ROOF. CONNECT ROOF DRAINAGE TO SUBSURFACE STORM DRAINAGE. REF: CIVIL FOR ADDITIONAL INFORMATION.




APPROVAL.

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1 2 3 4 5 6

B

F

A

12

D

1413

15

16

18

20

21

21

3

A501

C

9' - 0"

9' - 0"

10' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 6"

8' - 6"

9' - 0"

9' - 6"

9' - 0"

8' - 0"

9' - 0"

10' - 6"

10' - 0"

9' - 6" 9' - 6"

OFFICEB-14

ELEC/TELECOMB-13

MECHANICALB-06

OFFICEB-05

OFFICEB-04

OFFICEB-03

OFFICEB-02

OFFICEB-08

OFFICEB-07

OFFICEB-09

OFFICEB-10

OFFICEB-11

OFFICEB-12

CORRIDORC-02

CORRIDORC-03

OFFICEB-15

OFFICEB-16

OFFICEB-17

MENSRESTROOM

B-18

WOMENSRESTROOM

B-19

OFFICEB-21

OFFICEB-22

OFFICEB-23

OFFICEB-24

TRAININGCENTER

B-42

OFFICEB-25

OFFICEB-26

OFFICEB-27

OFFICEB-28

OFFICEB-29

OFFICEB-30

OFFICEB-31

OFFICEB-40

OFFICEB-39

STORAGEB-43

MECHANICALB-41

FILESTORAGE

B-45

SECUREWORKING

AREAB-44

OFFICEB-47

OFFICEB-48

CONFERENCEROOMB-49

SERVERROOMB-54

CORRIDORC-01LOBBY

B-01

RESTROOMB-01B

MEETINGROOMB-01A

CONFERENCEROOMB-38

BREAKROOMB-37

WOMENSRESTROOM

B-36A

WOMENSSHOWER

ROOMB-36B

MENSSHOWER

ROOMB-34B

MENSRESTROOM

B-34A

TEAM ROOMB-33

ELECB-32

E

SERVERROOMB-46

17

19

9' - 6"

8' - 6"

9' - 0"

9' - 0"

10' - 8"

9' - 0"

17' - 10"

17' - 10"

EXIT SIGN ON PARTITION

CLNG. OPEN TO STRUCT.

9' - 6"

9' - 0"

9' - 0"D

DD

D

D

D

D

D

D

D D

K

K

K

K

KK

K

K

KK

K

L

K

K

UC

UC

UC

LINEAR COVE LIGHT 15' - 0"

4

A702

6

A702

1

A807

B

D

D

B

B B

B

B

B B

B

B

B B

B

BB

B B

BB

B B

BB

B B

BB

B B

BB

B B

BB

B B

BB

B BBB

B BB

BB

BBB

B BB

BB

BB

BB

BB

BB

BB

BB

B B

BB

B B

BB

B B

BB

B

B

B B

B

B

B

B

BB

B

B

BE

B

B

BE

B

B

BE

B

B B

B

B

BB

B

B B

BB

B

B B

B

B

BB

B

B B

BB

B BE B B BE B B BE B B BE B BE

B

BE

B

B

BE

B

B

BE

B

B

B

B B

B

B BE

B

BE

BBEBBBEB

B B

BBE

B B

BB B

B B

B B

B B

B

BE

8' - 10"1

A702

JANB-20

D

CE C CE C CE

CCCCC

CE C CE C CE

CCCCC

CE C CE C CE

C

CCCC

A A A

B B B B B B B

BEBBBEBBBE

B B B B B B B

BEBBBEBBBE

B B B B B B B

BEBBBEBBBE

AE A A

AAA

BBBBE

BB

B B

BB

B B B

BBB

B

B B B

BB

J

J

J

BB

BB

BBA

A

AA

AA

A AA

A

B

BEB

BB

BEB

B

B

B

GE

G

G

G G

GE

G

HEH H

H H

H

H

H

H

HE

HEHH

HH

HEH

H

H

H

GE

GE

G

GG

G

G

FF

FF

F

GE G

CEC

CCE C

CCE

C CCE

C

C CEC

CCE

CC

CEC

C

CE

17' - 4"

FE

F

FF

FF

F F

F F

F

F

L

L

L

L

L L

L

L

L

L

L

L

L L

L

L

L

L

F F F F F F F F

F

10' - 6"

L

L

L

G

GE

CJ

CJ

CJ

CJ CJ

CJEQ

EQ

2

A702

3

A702

10' - 0"

10' - 0"

9' - 0"

G

GE

9' - 0"

9' - 4"

XE

R

XE

XE

R

R

R

R

XE

XEXE

R

R

RXERRXE

R

R

R

R

9' - 6"

CJ

9' - 2"

CRAC UNIT (REF: MECH)

CRAC UNIT (REF: MECH)

EF EF

F

EXIT SIGN ON PARTITION

2'X2' LED DIRECT/INDIRECT LIGHT

6" LED CAN LIGHT

6" LED DIRECTIONAL CAN LIGHT

1' X 4' LED LINEAR UTILITY LIGHT

DECORATIVE PENDANTFIXTURE

LINEAR PENDANTFIXTURE

REF: SHEET A001 FOR ADDITIONAL INFORMATION

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C.B.:

JOB NO:


DAVID S

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0099028

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3

A701

REFLECTEDCEILING PLAN

09/07/18

DSS

RM

17072

A. RE: A00 DRAWING SERIES FOR LEGENDS,SYMBOLS AND ABBREVIATIONS.

B. RE: A0.1 AND A0.2 FOR TYPICAL DEVICEMOUNTING LOCATIONS.

C. ALL ACOUSTICAL CEILINGS ARE 9'-0" UNLESSOTHERWISE INDICATED. PROVIDE "ACT-1" FORALL ACOUSTICAL CEILINGS.

D. CENTER ALL EXIT SIGNS, SMOKE DETECTORS,ETC. IN THE CENTERLINE OF CORRIDORS ANDCENTERLINE OF LIGHT FIXTURES, UNO., ORVIOLATION OF APPLICABLE CODES MAY OCCUR.

E. INSTALL REGISTERS AND LIGHT FIXTURES WITHINGRID LINES. INSTALL SPEAKERS, LIGHTFIXTURES, AND OTHER CEILING ELEMENTS INTHE GEOMETRIC CENTER OF ACOUSTICAL UNITSOR CELING PANELS, UNO.

F. IN ACOUSTICAL CEILINGS, LOCATE ALLSPRINKLER HEADS IN THE GEOMETRIC CENTEROF PANELS, UNO.

G. IF IT IS NOT POSSIBLE TO LOCATE SPRINKLERHEADS AS REQUIRED ABOVE FOR ANY REASON,INCLUDING, WITHOUT LIMITATION, CODEREQUIREMENTS, DO NOT PROCEED WITH WORKUNTIL SUCH CONDITIONS HAVE BEEN REVIEWEDWITH ARCHITECT AND FIRE PROTECTION DESIGNENGINEER.

H. PROVIDE SPRINKLER HEAD LOCATIONS FORARCHITECT'S REVIEW FOR AESTHETICPURPOSES PRIOR TO ANY INSTALLATION, ANDPRIOR TO SUBMITTING DRAWINGS FOR PERMIT.OTHERWISE CONTRACTOR WILL BE REQUIRED TORELOCATE HEADS AT ITS SOLE EXPENSE.

J. RE: MEP DRAWINGS FOR DESIGN OFMECHANICAL AND ELECTRICAL SYSTEMS.ARCHITECTURAL PLANS GOVERN FOR LOCATIONOF ITEMS INSTALLED IN CEILINGS. NOTIFYARCHITECT IF CONFLICTS OCCUR.

K. RE: ELECTRICAL DRAWINGS FOR FIXTURESCHEDULE, EXIT LIGHTS AND OTHER LIFE SAFETYDEVICES.

L. ARRANGE CONCEALED ITEMS TO PROVIDEADEQUATE CLEARANCES FOR CEILING AND ITSDEVICES.

M. VERIFY ACCESS PANEL LOCATIONS WITHARCHITECT PRIOR TO LAYOUT OF WORKREQUIRING ACCESS.

N. PLUMB ALL STEM, AIRCRAFT CABLE, ANDAPPURTENANCES USED TO SUPPORTSUSPENDED LIGHT FIXTURES, UNO.

O. REMOVE ALL PAINT FROM EXPOSED DUCTWORK,CONDUIT AND PIPING, UNO. REMOVE ALL TAGSAND LABELS NOT REQUIRED BY CODE.

P. FINISH HVAC DIFFUSERS,AND SPEAKER GRILLESTO MATCH ADJACENT FINISH, UNO.

Q. PROVIDE CONCEALED SPRINKLER HEADS WITHCAPS WHICH ARE FACTORY PAINTED TO MATCHTHE CEILING IN ALL DRYWALL CEILINGS. LOCATEALL HEADS TO ALIGN WITH LIGHT FIXTURES, UNO.

GENERAL NOTES

1/8" = 1'-0"1

OVERALL REFLECTED CEILING PLAN

LEGEND




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6"

2"

8" REF: REFLECTED CEILING PLAN FOR HEIGHT OF FUR-DOWN

LIGHT GAUGE FRAMING AS REQUIRED TO MAKE GYP. BD. FUR-DOWN. BRACE BACK TO STRUCTURE AS REQUIRED.

ACT-1 AS SCHEDULED

PTD. GYP BD. WITH FINISH PT-1 AS SCHEDULED

8"9' - 4"

9' - 6"

LIGHT GAUGE FRAMING AS REQUIRED TO SUPPORT FUR-DOWN. BRACE BACK TO STRUCTURE AS REQUIRED.

PAINTED GYP. BD. SOFFIT (PT-1) AS SCHEDULED

ACT-1 AS SCHEDULED

9' - 0"

9' - 6" GYP. BD. HEADER WITH 6" METAL BOX HEADER AND FRAMING AS REQUIRED.

8"

6"

6"

PTD GYP BD WITH FINISH AS SCHEDULED

ACT-1 AS SCHEDULED

E

8' - 6"

9' - 0"

ACT-1 AS SCHEDULED

6"

2' - 2"

2' -

0"

1' - 0"

METAL FRAMING @ 16" O.C.. BRACE AS REQUIRED. SECURE TO METAL BOX HEADER

6" BOX HEADER BRACED BACK TO WALL ABOVE.

GYP. BD EYE-BROW SOFFIT. PAINTED FINISH AS SCHEDULED

1' - 0"

6" REFERENCE CEILING PLAN

FOR HEIGHT OF SOFFIT

LIGHT GAUGE FRAMING AS REQUIRED. BRACE SOFFIT BACK TO ADJACENT STRUCTURE

2' - 6" +/-20 GA. 1 1/2" METAL FRAMING @ 16" O.C.

MECHANICAL SUPPLY TRUNK LINE WITH INSULATION. REF: MECH DWGS.

1' - 8"

1' -

8"

20 GA 6" METAL CHANNELS @ TOP, MID-POINT AND BOTTOM OF BOX.SUPPORT DUTWORK FROM FRAMING.

MECHANICAL RETURN TRUNK LINE WITH INSULATION. REF: MECH DWGS.

PRIME AND PAINT GYP BD. PT-1 AS SCHEDULED

SOFFIT @ CROSS CORRIDOR HVAC TRANSFER

4' -

0"+

/-

2"

5 1

/2"

R 0' - 4"

BLOCKING AS REQ'D (ALL CONCEALED WOOD BLOCKING IS TO BE FIRE TREATED)

SOFFIT @ PERIMTER OF TRAINING ROOM. PROVIDE STUD BACKUP @ 16" O.C.

PERIMTER WALL AS SCHEDULED

PRIMED AND PAINTED MDF CROWN MOLDING @ PERIMTER OF ROOM. PAINTED P-1. EASED EDGE ON MOLDING.

ACOUSTIC CEILING TILE AS SCHEDULED. REF: CEILING PLAN FOR HEIGHTS

1"

1" 4 1/2"

1"

Dat

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DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

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0099028

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A702

CEILING DETAILS

09/07/18

DSS

RM

17072

1 1/2" = 1'-0"1

CEILING SECTION DETAIL

1 1/2" = 1'-0"2

CEILING SECTION DETAIL (TYP)

1 1/2" = 1'-0"3


1 1/2" = 1'-0"4


1 1/2" = 1'-0"6


1 1/2" = 1'-0"5


3" = 1'-0"7

CROWN MOLDING DETAIL




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RECEPTION DESK WITH SOLID SURFACE TOP AS SCHEDULED

BASE AS SCHEDULED

PT-1

STEEL PANEL WALL COVERING WC-1 AS SCHEDULED

LASER-CUT POWDER COATED ALUM. LOGO AND TEXT: PIN-MOUNTED.

1/4" REVEAL AT PANEL JOINTS1

A807

2' - 0" 3' - 0" 3' - 0" 3' - 0" 2' - 0"

PT-1

PANELING WITH FINISH PL-1 AS SCHEDULED

6' -

0"

6

A702

8"

8" CONTINUOUS LEDGE WITH SOLID SURFACE TOP.

CONTINUOUS WOOD BASE MOLDING AS SCHEDULED

EXTERIOR WINDOW AS SCHEDULED

PT-1

DOOR AND DOOR FRAME WITH FINISH AS SCHEDULED

STAINED WOOD BASE

FINISH PT-1 (TYP)

WINDOW AS SCHEDULED

ENTRANCE DOOR AND FRAME AS SCHEDULED

GB36 GB42

MIR-1

TILE COVE BASE

8"

1' -

0"

REF: PLBG FOR FIXTURE SCHEDULE

WALL TILE AS SCHEDULED

SD-2 GB36 GB42

T5 TRANSITION

TILE COVE BASE


PT-1


5' - 0"

TD-1

TILE COVE BASE

PT-1

DOOR AND FRAME FINISHED AS SCHEDULED

MIR-1 ABOVE SINK

REF: PLBG. FOR FIXTURE SCHEDULE

TILE COVE BASE

PT-1


5' - 0"

GFCI OUTLET

T5

PTW-1

BASE AS SCHED.

PT-1REF: FINISH SCHEDULE

SOLID WOOD DOOR AS SCHEDULED

HOLLOW METAL DOOR FRAME AND SIDE-LITE AS SCHEDULED.

BASE MOLDING AS SCHEDULED

PT-1

EQ EQ EQ. EQ. EQ.

8' -

6"

PT-4

PT-1

HVAC DUCT WORK: REF MECH

LIGHTING AS SCHEDULED

PRIMED AND PAINTED EXPOSED ROOF DECK AND STRUCTURAL BAR JOISTS PT-4

PT-1PT-1

BASE AS SCHEDULED

EXPOSED SPIRAL DUCT.

PT-1PT-1

ABOVE 9'-6" - PAINT ALL VERTICAL AND HORIZONTAL SURFACES (INCLUDING STRUCTURE AND UNDERSIDE OF DECK) PT-4.

REF: A904FOR BAR ELEVATIONS

LIGHT FIXTURE 'K' AS SCHEDULED

SOFFIT ABOVE BAR (PT-1)

SIDE WALL SUPPLY DIFFUSER. REF: MECH.

EXPOSED DUCT

WC-3

1' - 3" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 0"

PAINT EXPOSED STRUCTURE AND METAL DECK PT-4

4"

T-5

TILE COVE BASE


PT-1


T-5

GB36GB42

BRUSHED ALUMINUM TILE TRANSITION

TILE COVE BASE


PT-1


TD-1

T5

GB42 MIR-1

PT-1

PTW-1

SD-2


WC-2(FRP)

4' -

0"

UTILITY SHELF WITH MOP RACK. REF SPECIFICATIONS

Dat

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GENERAL NOTES

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

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A801

INTERIORELEVATIONS

09/07/18

II/PG

DSS

17072

1/4" = 1'-0"1

EL. 'A' LOBBY B-01 1/4" = 1'-0"

2EL. 'B' LOBBY B-02

1/4" = 1'-0"3

EL. 'C' LOBBY B-01 1/4" = 1'-0"

4EL 'D' LOBBY B-01

1/4" = 1'-0"7

EL. 'C' RESTROOM B-01B 1/4" = 1'-0"

8EL. 'D' RESTROOM B-01B

1/4" = 1'-0"5

EL. 'A' - RESTROOM B-01B 1/4" = 1'-0"

6EL. 'B' - RESTROOM B-01B

1/4" = 1'-0"9

EL. 'B' TYPICAL LARGE OFFICE

1/4" = 1'-0"10

EL. 'D' TYPICAL LARGE OFFICE

1/4" = 1'-0"17

EL. 'A' TEAM ROOM B-33 1/4" = 1'-0"

15EL. 'B' TEAM ROOM B-33

1/4" = 1'-0"19

EL. 'C' TEAM ROOM B-33

1/4" = 1'-0"16

EL. 'D' TEAM ROOM B-33

1/4" = 1'-0"11

EL. 'B' TYPICAL SMALL OFFICE 1/4" = 1'-0"

12EL. 'A' RESTROOM B-18

1/4" = 1'-0"13

EL. 'C' RESTROOM B-18 1/4" = 1'-0"

14EL. 'D' RESTROOM B-18

1/4" = 1'-0"18

EL. 'A' JAN. CLOSET

1 FINISHES ARE AS SCHEDULED.REFERENCE A-9 SERIES FORADDITIONAL INFORMATION.

2 FURNITURE IS SHOWN FORREFERENCE ONLY AND IS NOT INCONTRACT. COORDINATE WITHOWNER FOR ADDITIONALINFORMATION.

3 REFERENCE CEILING PLANS (A-7SERIES) FOR HEIGHT OF CEILING.COORDINATE FOR WALL MOUNTEDEQUIPMENT AND FINISHES.

4 REFERENCE SHEET A003 FOR WALLMOUNTED EQUIPMENT MOUNTINGHEIGHTS.

5 ANY / ALL EXPOSED STRUCTURESHALL BE PRIMED AND PAINTED ASSCHEDULED.

6 REFERENCE EXTERIORELEVATIONS FOR EXTERIORWINDOW TAGS. OPENINGSCHEDULE




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8"

4 3/4"

POWER/DATA/AV


WALL FINISH AS SCHEDULED

EXTERIOR WINDOW AND GLAZING AS SCHEDULED

PROVIDE MINIBLINDS AS SPECIFIED

PROVIDE TREATED BLOCKING IN WALL FOR EQUIPMENT. CENTER ON WALL.

72" MONITOR (NIC)

EQEQ

ACOUSTIC PANELS. PROVIDE WITH FABRIC AS SCHEDULED

4' - 0" 6" 4' - 0" 6" 4' - 0"

WALL FINISH AS SCHEDULED

BASE AS SCHEDULED

REF: ELECTRICAL

6' -

0"

ACOUSTIC PANELS AS SPECIFIED.

POWERE OUTLET. REF: ELECTRICAL.

BASE AS SCHEDULED

PAINTED GYP BD. AS SCHEDLUED

2' -

6"

6' -

0"

4' - 0" 4' - 0"6"4' - 0"6"

SOFFIT

SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH. EXTENDS TO 8" @ LOWER COUNTER

DWSH

RESIDENTIAL KITCHEN HOOD

TRASH RANGE/OVEN

ADA KNEE SPACE

B3030BT1834

RECY.

BT1834 D1530

W1536 W3036 W3036 W243642" 42"

6" 8"

PT-1

BASE AS SCHED.

PT-1

V3

B-37

BASE AS SCHED

3' -

0"

SOFFITPT-1

ADJ. FILLER PANEL

REF. NIC.

2' -

0"

MW

MW

6"

W1836 W3036 W3024 W3924

B30 B30C30

42"GFCI

PT-1

42"GFCI

60"

42" 42"

FINISHED END PANEL

GB-42

GB-36

TOILET PARTITION, TYP.

REF:PLBG FOR FIXTURE SCHEDULE


WINDOW WITH APPLIED FILM

PT-12' - 0"2' - 0" BRUSHED ALUM.

HORIZONTAL TRANSITION

TD-1

7' -

0"

GB-36

GB-42

MIR-1

REF: PLANS FOR FIXTURE LOCATIONS.


TILE TRANSITION T-5

TILE TRANSITION T-4

PT-1 ABOVE TILE

TILE BASE AS SCHED.

PTW-1

SD-2

TOILET PARTITIONS: REF: PLANS

7' -

0"

PTW-1

WALL MOUNTED LIGHT FIXTURE

REF:PLBG FOR FIXTURE SCHEDULE


T-5 BRUSHED ALUMINUMTILE TRANSITION

PT-1PT-1 PT-1

T-4

T-4

7' -

0"

MIR-3

TOILET PARTITIONAS SPECIFIED

FIELD VERIFY

WALL TO WALL

4' -

6" SOLID SURFACE CNTR.

AS SCHEDULED.PT-1

T-4 (TYPICAL OUTSIDE CORNERS)

10

A905

TILE TO UNDERSIDE OF COUNTER.

T-5

TILE CTW-1 AS SCHEDULED

EQEQEQEQ

T-5T-5

7' -

0"

7' -

0"

EQEQ

SHOWER HEAD

SHOWER CONTROLS

STAINLESS STEEL PARTITION AS SPECIFIED

T-4

5' -

4"

1' -

0"


TILE BASE AS SCHEDULED

PT-1

T-5

T-4

WALL TILE CTW-1 AS SCHEDULED

SHOWER HEAD

SHOWER CONTROLS

T-4

TILE BASE AS SCHED.STOP AT SHOWER (TYP).

PT-1

TILE BASE AS SCHED. STOP AT SHOWERS (TYP).

STAINLESS STEEL SHOWER PARTITION

SHOWER SEAT: SH-1

SHOWER HEAD (TYP)

SHOWER CONTROLS

LOCKERS AS SPECIFIED

T-5

T-4

T-4 TYPICAL OUTSIDE CORNERS

LOCKERS. REF:SPEC 10 51 00

STAINED AND SEALED WOOD BENCH

S-1

3' -

6"

3' -

8"

8"

D1534 B3034 B3034 D1534

PL-1 ALL SURFACES (TYPICAL)

LIGHT FIXTURES CENTERED OVER ISLAND

FINISH PL-1(TYP)

SOLID SURFACE COUNTERTOP

PWR OUTLET IN MILLWORK

FINISHED END PANELS (PL-1)

2' -

10

"

FINISH PL-1 (TYP)


LIGHTING CENTERED ABOVE ISLAND

PWR/DATA OUTLET IN MILLWORK.6" 6"

NON-VISIBLE JOINT

PL-1 RUN GRAIN VERTICAL

LOCKERS AS SPECIFIED

STAINED AND SEALED WOOD BENCH

COUNTERTOP (SS-1) PROVIDE SUPPORT BRACKETS AS SPECIFIED

MIR-3


PT-1

4' -

6"

VERIFY

FIELD

PT-1

T-4

TILE BASE AS SCHED.

Dat

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

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A802

INTERIORELEVATIONS

09/07/18

II/PG

DSS

17072

1/4" = 1'-0"13

EL. 'A' CONFERENCE ROOM B-38

1/4" = 1'-0"14

EL. 'B' CONFERENCE ROOM B-38 1/4" = 1'-0"

15EL. 'D' CONFERENCE ROOM B-38

1/4" = 1'-0"12

EL. 'D' BREAKROOM B-37

1/4" = 1'-0"10

EL. 'B' BREAKROOM B-37 1/4" = 1'-0"

11EL. 'C' BREAKROOM B-37

1/4" = 1'-0"9

EL. 'A' BREAKROOM B-37

1/4" = 1'-0"1

EL. 'A' MEN'S RESTROOM B-34A 1/4" = 1'-0"

2EL. 'B' MEN'S RESTROOM B-34A

1/4" = 1'-0"3

EL. 'C' MEN'S RESTROOM B-34A 1/4" = 1'-0"

4EL. 'D' MEN'S RESTROOM B-34A

1/4" = 1'-0"5

EL. 'A' SHOWER ROOM 1/4" = 1'-0"

6EL. 'B' SHOWER ROOM

1/4" = 1'-0"7

EL. 'C' SHOWER ROOM 1/4" = 1'-0"

8EL. 'D' SHOWER ROOM

1/4" = 1'-0"16

EL. 'E' BREAKROOM B-37 1/4" = 1'-0"

17EL. 'F' BREAKROOM B-37

1/4" = 1'-0"18

EL. 'E' SHOWER ROOM 1/4" = 1'-0"

19EL. 'F' SHOWER ROOM




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3' -

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PANELIZED ACOUSTIC PARTITION AS SPECIFIED.

CROWN MOLDING PAINTED PT-1

PT-1 PT-1


4" CROWN MOLDING (TYP. @ TRAINING ROOM). REF: 7/A702

PT-1

CHAIRL RAIL WITH FINISH AS SCHEDULED

MONITOR (NIC)

POWER AND DATA @ 60"CENTERED ON WALL

MONITOR (NIC)

COORDINATE EQUIPMENT SIZE AND WEIGHT WITH OWNER AND PROVIDE F.T WOOD BLOCKING BETWEEN STUDS IN WALL.

3' -

0"


PT-1PT-1

PANELIZED ACOUSTIC PARTITION AS SPECIFIED.

4' - 0"4' - 0"4' - 0"4' - 0"

8' -

0"

3' - 6"PRIMED AND PAINTED PLYWOOD (TYPICAL FOR SERVER ROOMS)


8' -

0"

EQ. 4' - 0" 4' - 0" 4' - 0" 4' - 0" EQ.

PAINTED PLYWOOD


8' -

0"

EQ. 4' - 0" 4' - 0" EQ.

8' -

0"


LIGHT FIXTURE AS SCHEDULED

FINISH AS SCHEDULED


FINISH AS SCHEDULED

4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" EQEQ

8' -

0"

EQ. 4' - 0" 4' - 0" 4' - 0" EQ.8' -

0"

EQ4' - 0"4' - 0"EQ EQEQ

PRIMED AND PAINTED PLYWOOD (TYPICAL FOR SERVER ROOMS.)

PT-1

BASE MOLDING AS SCHEDULED. APPLY ON TOP OF PLYWOOD

8' -

0"

8' -

0"

GFCI GFCI

2' -

2"

3' -

0"

ACCESSIBLE KNEE SPACE

SOLID SURFACE COUNTERTOP AND BACKSPLASH AS SCHEDULED

UNDER CABINET LIGHTING. REF: ELEC.

W3630 W3630 W3630 W3630 W3630 W3630 W3630 W3630

DBL COMPARTMENT -TRASH/RECYCLING

PT-1

(2) 10" SS GROMETS IN COUNTERTOP. CENTER OVER TRASH BINS

REF: DTL 17/A002 FOR TYPICAL MOUNTING HEIGHT

B2436 B2436 B2436 B2436 B2436 B2436BT1834BT1834

GFCIGFCI

6' - 0" 6' - 0" 6' - 0"

4"8"

Dat

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evis

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Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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INTERIORELEVATIONS

09/07/18

II/PG

DSS

17072

1/4" = 1'-0"2

EL. 'B' TRAINING ROOM B-42

1/4" = 1'-0"3

EL. 'C' TRAINING ROOM B-42 1/4" = 1'-0"

4EL. 'D' TRAINING ROOM B-42

1/4" = 1'-0"5

EL. 'A' SECURE SRVR RM B-46

1/4" = 1'-0"6

EL. 'B' SECURE SRVR. RM B-46 1/4" = 1'-0"

7EL. 'C' SECURE SRVR. RM B-46

1/4" = 1'-0"8

EL. 'D' SECURE SRVR. RM B-46

1/4" = 1'-0"9

EL. 'A' CONFERENCE ROOM B-49 1/4" = 1'-0"

10EL. 'B' CONFERENCE ROOM B-49

1/4" = 1'-0"11

EL. 'C' CONFERENCE ROOM B-49 1/4" = 1'-0"

12EL. 'D' CONFERENCE ROOM B-49

1/4" = 1'-0"13

EL. 'A' SERVER ROOM B-54 1/4" = 1'-0"

14EL. 'B' SERVER ROOM B-54

1/4" = 1'-0"15

EL. 'C' SERVER ROOM B-54 1/4" = 1'-0"

16EL. 'D' SERVER ROOM B-54

1/4" = 1'-0"1

AL. 'A' TRAINING ROOM B-42




APPROVAL.

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PT-1

WINDOW AS SCHEDULED

BASE AS SCHEDULED

CO

NT

INU

ED

-D

ET

AIL

11/A

801

OPENCORRIDOR

C-02

OPEN

STAINED WOOD CHAIR RAILBREAK AT BUMP-OUT IN WALL

BASE AS SCHEDULED

PT-1

PT-1

PT-1

PT-1

6

A702

PT-2

18X8 MECHANICAL SIDE WALL GRILL 18X8 MECHANICAL

SIDE WALL GRILL

R1R1

2' - 6" 2' - 6" 3' - 5 1/2" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 3' - 5 1/2"

11' - 6"

1' -

6"

EQ 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" EQ EQ 2' - 6" 2' - 6"

14' - 2 1/2"

R1

PT-1

PT-1PT-1

6' -

0" ACOUSTIC PANEL AS

SCHEDULED (30" X 72" TYP.)

3' -

6"

R1

EQ EQ

4' -

6"

4' -

6"

R1

4

A702

SIM

PT-1W1236 W2436 W2436

B2430 B2430B1230

CO

NT

INU

ED

DE

TA

IL 1

0/A

801

OPENCORRIDOR

C-04

STAINED WOOD CHAIR RAIL

BASE AS SCHEDULED

PT-1PT-1

R1

R1

R1

PT-1

18X8 MECHANICAL SIDE WALL GRILL

TYP

2' - 6"

TY

P

6' -

0"

DRYWALL ENCLOSURE FOR CROSS-CORRIDOR HVAC DUCT.

18X8 MECHANICAL SIDE WALL GRILLR1

ACOUSTIC PANEL AS SCHEDULED (30X72 TYP)

6' -

0"

2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" EQ EQ 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" EQ EQ 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" 2' - 6" EQ

14' - 2"19' - 5"

3' -

0 5

/8"

3' -

6"

21' - 0 3/8" 18' - 0"

R1

AL

IGN

CO

NT

INU

ED

DE

TA

IL 5

/A804

A7025

BASE AS SCHEDULED

STAINED WOOD CHAIR RAIL. BREAK AT BUMP-OUT IN WALLS

PT-1

PT-1

PT-2

PT-1

PT-1 PT-1

PT-1

PT-1

PT-1

2' - 6"

2' - 6"

2' - 6"2' - 6"2' - 6"EQ. 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"EQ.2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"EQ. 2' - 6" 2' - 6"2' - 6"2' - 6" ACOUSTIC PANEL AS SCHEDULED (30X64 TYP)

5' -

4"2' -

4 5

/8"

4' -

10

"

DRYWALL ENCLOSURE FOR CROSS-CORRIDOR HVAC DUCT. (PAINT PT-1)

CO

NT

INU

ED

DE

TA

IL 4

/A804

4

A702

PT-2

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

PT-1

R1

R1

R1R1R1R1

K

A1002

H

A1002

BASE AS SCHEDULED

STAINED WOOD CHAIR RAIL. BREAK AT COLUMN FUR-OUT

EQ.2' - 6"2' - 6"2' - 6" EQ.2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"EQ.

4' -

10

"

4' -

10

"

5' -

4"

EQ. 2' - 6"

2' - 6"

2' - 6" 2' - 6"2' - 6"2' - 6"2' - 6"2' - 6"2' - 6" EQ.

5' -

4"

PT-1

EQ. EQ.2' - 6"

W1236 W2436 W2436

B1230 B2430 B2430


PT-1

FEC

MA

X.

4' -

0"

Dat

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evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

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2/20

19 9

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A804

INTERIORELEVATIONS

09/07/18

II/PG

DSS

17072

1/4" = 1'-0"1

EL. 'A' FLEX SPACE

1/4" = 1'-0"2

EL. 'B' CORRIDOR C-01

1/4" = 1'-0"3


1/4" = 1'-0"4

EL. 'C' CORRIDOR C-01

1/4" = 1'-0"5

EL. ' C' CORRIDOR C-01




APPROVAL.

1/4" = 1'-0"6

EL 'A' - FLEX ROOM

1IS

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802


DOOR WITH SIDELITE AS SCHEDULED

1/4" REVEAL TYP. BOTH SIDES OF OPENING

CHAIR RAIL

CO

NT

INU

ED

-D

ET

AIL

3/A

802



1/4" REVEAL TYP. BOTH SIDES OF OPENING.

CHAIR RAIL ST-1

PT-1PT-1PT-1

CORRIDORC-02CORRIDOR

C-04

OPEN OPEN


DOOR AS SCHEDULED

1/4" REVEAL TYP. BOTH SIDES OF OPENING.

CHAIR RAIL ST-1

PT-1 PT-1

FEC

4' -

0"

TILE COVE BASE AS SCHEDULED



CHAIR RAIL ST-1

PT-1PT-1PT-1 PT-1 PT-1

WOOD BASE AS SCHEDULED



CHAIR RAIL - ST-1

SYSTEMS FURNITURE (NOT IN CONTRACT)

PT-1 PT-1 PT-1

TILE COVE BASE AS SCHEDULED

DOOR WITH SIDELITE AS SCHEDULEDTYP. FOR OFFICES

PT-1PT-1

1/4" REVEAL TYP.

PT-1PT-1

CHAIR RAIL

INTERIOR WINDOW AS SCHEDULED

DOOR AND FRAME AS SCHEDULED


1/4" REVEAL TYP.

PT-1 PT-1PT-1PT-1

WOOD CHAIR RAIL

FEC

MA

X

4' -

0"

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

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3204

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A805

INTERIORELEVATIONS

09/07/18

II/PG

DSS

17072

1/4" = 1'-0"3

EL. 'A' CORRIDOR C-03

1/4" = 1'-0"4


1/4" = 1'-0"5


1/4" = 1'-0"6


1/4" = 1'-0"1

EL. 'A' IT ROOM

1/4" = 1'-0"2


1/4" = 1'-0"7





APPROVAL.

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6' -

0"

6 3/8"

1/2" PLYWOOD WITH FINISH PL-1 AS SCHEDULED

1/2" PLYWOOD SUBSTRATE WITH METAL WALL COVERING FINISH (WC-1) AS SCHEDULED

1/2" PLYWOOD WITH FINISH PL-1 AS SCHEDULED

WOOD BASE AS SCHEDULED

PT-1

PTD. GYP. BD FINISH

LINEAR LIGHT COVE. REF: ELEC. FOR FIXTURE

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:32:

54 A

MC

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, FL

3204

3

A807

INTERIOR SECTIONDETAILS

9/7/2018

DSS

-

17072

1/2" = 1'-0"1

LOBBY PANELING WALL SECTION




APPROVAL.

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ROOM FINISHES

WALL FINISH

PAINT PPG PAINTS (PPG), SHERWIN WILLIAMS (SW)

PT-1 - 7073 (SW) Network GrayPT-2 - 7074 (SW) SoftwarePT-3 - 1163-7 (PPG) PT-4 - 6992 (SW) InkwellFINISH: FIELD PAINT: EGG-SHELL

DOOR TRIM: SEMI-GLOSSCEILINGS: EGG-SHELLEXPOSED STRUCTURE: PT-4 Dry-Fall

WALL COVERING WC-1:MFR: BRANDNER DESIGN

34 WILDCAT WAY, BOZEMAN, MONTANA 59715TEL: 406-582-0711WWW.BRANDNERDESIGN.COM

PRODUCT: SEALED STEEL PANEL (PRE-MOUNTED ON MDF) FINISH: PEWTER VEILCOATING: ACRYLIC URETHANESIZE: REFERENCE DRAWINGSCONTACT: BRANDNERDESIGN.COM

WC-2 (FRP)MFR: MARLITE

202 HARGER STREETDOVER OHIO 44622PH: 800-377-1221

PRODUCT: STANDARD FRPTEXTURE: PEBBLECOLOR: P 430N MEDIUM GRAYSIZE: 4' X 8' X 3/32" TRIM: HARMONIZING EDGE A570 @ TOP CONDITIONSCONTACT: [email protected]; WWW.MARLITE.COM

CHAIR RAIL CR-1SPECIES: HARD MAPLEFINISH: STAIN (semi-gloss)COLOR: WALNUT MFR: GENERAL FINISHES

WALL BASE:B-1PRODUCT: VINYL WALL BASEMFR: JohnsoniteCOLOR: 44 Dark Brown BCONTACT:

B-2PRODUCT: STAINED/SEALED WOOD BASESPECIES: HARD MAPLEFINISH: SEMI-GLOSSCOLOR: WALNUTMFR: GENERAL FINISHES

B-3PRODUCT: TILE BASE (BULLNOSE)MFR: PANTHEON TILE

1536 HUTTON DR., SUITE 100 CARROLLTON, TX 75006

TEL: 214-740-1161 WWW.PANTHEONTILE.COM

LINE: DRIFTCOLOR: 150-1106 MATTE

SIZE: 3"x48"CONTACT: DEBI PARSONS

[email protected] TEL: 404-987-4035 FL.SPARTANSURFACES.COMB-4

PRODUCT: TILE COVE BASE (BULLNOSE)MFR: STONEPEAK CERAMICS INC.

314 WEST SUPERIOR SUITE 201 CHICAGO, IL 60654 [email protected] TEL: 312-506-2800

LINE: SIMPLY MODERNCOLOR: SIMPLY GREY

SIZE: 6"X12"CONTACT: SHIRLEY FORD

[email protected] TEL: 904-854-0747 1728 HENDRICKS AVE. JACKSONVILLE, FL 32207

TILE:CTW-1PRODUCT: WALL TILEMFR: LANDMARK CERAMICS-UST, INC.

1427 N. MAIN STREET, MOUNT PLEASANT, TN 38474 TEL. 9313255700 WWW.LANDMARKCERAMICS.COM

LINE: NEW YORKCOLOR: WHITE

SIZE: 12"X24"PATTERN: STACK BOND (UNLESS INDICATED OTHERWISE)CONTACT: SHIRLEY FORD


ACOUSTICAL PANEL:AP-1PRODUCT: ACOUSTIC WALL PANELSMFR: AVL SYSTEMS INC.

5540 SW 6TH PLACE, OCALA, FL 34474 TEL: 1-800-288-7842 WWW.AVLONLINE.COM

LINE: ACOUSTECH (WALL AND CEINING PANELS) SIZE: 30"X60" AND 48"X60" CONTACT: DINA BAIRD [email protected] DIRECT:352-204-0973 OFFICE: 352-854-1170 EXT.203

FABRIC LINE: FR701 2100COLOR: BALTIC 153MFR: GUILFORD OF MAINE

5001 KENDRICK ST. SE, SUITE B, GRAND RAPIDS, MI 49512 USA TEL: 616-554-2250 WWW.GUILFORDOFMAINE.COM

MILLWORK & DOORS:PL-1PRODUCT: PLASTIC LAMINATEMFR: WILSONARTLINE: STANDARD LAMINATECOLOR: MORELIA MANGO (7985-38) or FLORENCE WALNUT (7993-38)*SUBMIT SAMPLES FOR FINAL APPROVALFINISH: FINE VELVETPATTERN: DIRECTIONAL (REF: DWGS)

STAINED AND SEALED MILLWORK PIECES (BASE MOLDING, CHAIR RAIL, WINDOW SILLS, TEAMROOM SHELVING, TEAM ROOM BARST-1, ST-2PRODUCT: STAINMFR: GENERAL FINISHESCOLOR: ST-1: DARK WALNUT, ST-2 (TBD)

COUNTERTOP

SOLID SURFACE: S-1 PRODUCT: COUNTER TOP MFR: DUPONT LINE: CORIAN QUARTZ COLOR: DOVE GRAY

FLOOR FINISH

VINYL COMPOSITION TILEVCT-1PRODUCT: FLOOR TILEMFR: ARMSTRONG FLOORING

2500 COLUMBIA AVE. (BLDG 402) LANCASTER, PA 17603 TEL: 1-888-276-7876 WWW.ARMSTRONGFLOORING.COM

LINE: EXCELON SDT (STATIC DISSIPATIVE TILE)COLOR: FOSSIL GRAY 51956

SIZE: 12"X12"PATTERN: NON-DIRECTIONALINSTAL: PER MANUFACTURER RECOMMENDATIONS (REF: SPECS)

CONTACT: JULIE L. HARGROVE [email protected] TEL: 904.625.0470

CARPET TILECPT-1 (FIELD, TYPICAL)PRODUCT: FLOORING MFR: SHAW INC.

[email protected] WWW.SHAWCONTRACT.COM TEL: 1-800-257-7429

LINE: VERTICAL LAYERSSTYLE: TINGE TILE 5T156COLOR: 56506 OXIDIZED IRONPATTERN: ASHLAR (OR AS INDICATED ON DRAWINGS)

CONTACT: CINDY KAMPFEE [email protected] TEL: 904-316-8726

CPT-2 (BORDER)PRODUCT: CARPET TILEMFR: SHAW INC.LINE: VERTICAL LAYERSSTYLE: EXPOSE TILE 5T151COLOR: ERA (50505)PATTERN: MONOLITHIC (OR AS INDICATED ON DRAWINGS)CONTACT: SEE ABOVE

TILECT-1PRODUCT: FLOOR TILEMFR: STONEPEAK CERAMICS INC.

314 WEST SUPERIOR SUITE 201 CHICAGO, IL 60654 [email protected] TEL: 312-506-2800

LINE: SIMPLY MODERNCOLOR: SIMPLY GREY

SIZE: 12"X24"PATTERN: RUNNING BONDCONTACT: SHIRLEY FORD


CT-2 (CORRIDORS)PRODUCT: FLOOR TILEMFR: PANTHEON TILE

1536 HUTTON DR., SUITE 100 CARROLLTON, TX 75006

TEL: 214-740-1161 WWW.PANTHEONTILE.COM

LINE: DRIFTCOLOR: 150-1106 RUSTIC

SIZE : 8"X48"PATTERN: RUNNING BOND

CONTACT: DEBI PARSONS [email protected] TEL: 404-987-4035 FL.SPARTANSURFACES.COM

POLISHED/GROUND CONCRETECONC.PRODUCT: CONCRETE - POLISHED/LIGHTLY GROUNDFINISH: SEALEDCOLOR: N/A

CEILING FINISH

ACOUSTIC CEILING TILEACT-1PRODUCT: FIBERGLASS ACOUSTIC CEILING TILEMFR: ARMSTRONG CEILINGSLINE: OPTIMA TEGULARCOLOR: WHITE

PAINTED GYP. BD. CLG./SOFFITSPT-1FINISH: EGG-SHELL

FLOOR AND WALL TRANSITIONS

FLOOR (T-1)CERAMIC TILE TO CERAMIC TILE TRANSITIONS

PRODUCT: SCHLUTER-DECOMFR: SCHLUTER SYSTEMSCOLOR: AE (SATIN ANODIZED ALUMINUM)

FLOOR (T-2)CERAMIC TILE TO CARPET

PRODUCT: SCHLUTER SCHIENEMFR: SCHLUTER SYSTEMSCOLOR: AE (SATIN ANODIZED ALUMINUM)

FLOOR (T-3)CERAMIC TILE TO POLISHED CONCRETE

PRODUCT: SCHLUTER RENO-UMFR:SCHLUTER SYSTEMSCOLOR: AE (SATIN ANODIZED ALUMINUM)

WALL (T-4)CERAMIC TILE TO CERAMIC TILE (OUTSIDE CORNER CONDITIONS)

PRODUCT: SCHLUTER QUADECMFR: SCHLUTER SYSTEMSCOLOR: AE (SATIN ANODIZED ALUMINUM)

WALL (T-5)CERAMIC TILE TO PAINTED GYPSUM BOARD

PRODUCT: SCHLUTER SCHIENEMFR: SCHLUTER SYSTEMSCOLOR: AE (SATIN ANODIZED ALUMINUM)

VERTICAL CORNER GUARDS (CG-1):

PROVIDE SATIN ANODIZED ALUMINUM CORNER GUARDS AT OUTSIDE CORNERS IN CORRIDORS AND AS INDICATED ON DRAWINGS. REF: SECTION 10 26 13 FOR ADDITIONAL INFORMATION

NOTE:1. SEE SHEET 902 FOR ROOM FINISH PLAN2. ALL WALLS AND CEILING/SOFFITS SCHEDULED FOR PAINTING SHALL BE PAINTED (PT-1) UNLESS OTHERWISE NOTED.3. REFERENCE SPECIFICATIONS FOR MORE DETAILED INFORMATION ON SELECTED FINISHES.

ROOM FINISH SCHEDULE

NO ROOM NAME

FINISHES

Area CommentsFLOOR BASE WALL CEILING

B-01 LOBBY CPT-1/CPT-2

B-2 PT-1 ACT-1 538 SF

B-01A MEETING ROOM CPT-1/CPT-2

B-2 PT-1 ACT-1 143 SF

B-01B RESTROOM CT-1 B-4 CTW-1 PTG-1 73 SF

B-02 OFFICE CPT-1 B-2 PT-1/CR-1 ACT-1 327 SF




B-06 MECHANICAL CONC. - PT-1/WC-2 PTG-1 323 SF PROVIDE WC-2 (FRP) FROM FLOOR TO 48" A.F.F. ON ALLWALLS (TYPICAL)

B-07 OFFICE CPT-1 B-2 PT-1 ACT-1 161 SF






B-13 ELEC/TELECOM CONC. B-1 PT-1 PTG-1 169 SF





B-18 MENS RESTROOM CT-1 B-4 CTW-1 PTG-1 94 SF

B-19 WOMENS RESTROOM CT-1 B-4 CTW-1 PTG-1 93 SF

B-20 JAN CONC. - PT-1/WC-2 PTG-1 26 SF PROVIDE WC-2 (FRP) FROM FLOOR TO 48" A.F.F. ON ALLWALLS (TYPICAL)












B-32 ELEC CONC. B-1 PT-1 PTG-1 116 SF

B-33 TEAM ROOM CT-2 B-3 PT-1/WC-2 ACT-1/PGT-1

567 SF

B-34A MENS RESTROOM CT-1 B-4 CTW-1 PTG-1 253 SF

B-34B MENS SHOWERROOM

CT-1 B-4 CTW-1 PTG-1 242 SF

B-35 JAN CONC. - PT-1 PTG-1 40 SF PROVIDE WC-2 (FRP) FROM FLOOR TO 48" A.F.F. ON ALLWALLS (TYPICAL)

B-36A WOMENS RESTROOM CT-1 B-4 CTW-1 PTG-1 254 SF

B-36B WOMENS SHOWERROOM

CT-1 B-4 CTW-1 PTG-1 242 SF

B-37 BREAK ROOM CT-1 B-3 PT-1/WC-2 ACT-1/PGT-1

568 SF

B-38 CONFERENCE ROOM CPT-1/CPT-2

B-2 AP-1/PT-1 ACT-1/PGT-1

466 SF



B-41 MECHANICAL CONC. - PT-1/WC-2 PTG-1 353 SF PROVIDE WC-2 (FRP) FROM FLOOR TO 48" A.F.F. ON ALLWALLS (TYPICAL)

B-42 TRAINING CENTER CPT-1/CPT-2

B-2 PT-1 ACT-1 2374 SF

B-43 STORAGE CPT-2 B-1 PT-1 ACT-1 171 SF

B-44 SECURE WORKINGAREA

CPT-1 B-2 PT-1 ACT-1 2707 SF

B-45 FILE STORAGE CPT-1 B-1 PT-1 ACT-1 191 SF

B-46 SERVER ROOM VCT-1 B-1 PT-1 ACT-1 248 SF



B-49 CONFERENCE ROOM CPT-1/CPT-2

B-2 PT-1 ACT-1 367 SF

B-54 SERVER ROOM VCT-1 B-1 PT-1 PTG-1 451 SF




B-74 IT DEPARTMENT CPT-1 B-2 PT-1 ACT-1 520 SF

C-01 CORRIDOR CT-2 B-3 PT-1 ACT-1 2043 SF

C-01B FLEX SPACE 121 SF





B. ENSURE SURFACES TO RECEIVE FINISHES ARECLEAN, TRUE, AND FREE OF IRREGULARITIES.DO NOT PROCEED WITH WORK UNTILUNSATISFACTORY CONDITIONS HAVE BEENCORRECTED.

C. PROVIDE 4" WOOD BASE AS SCHEDULED,INCLUDING OFFICES, CONFERENCE ROOMS,MEETING ROOM, TRAINING ROOM, AND OPENWORK AREAS.

F. PROVIDE MINIMUM 3-COAT PAINT SYSTEMSFOR EACH SUBSTRATE, UNO.

G. PROVIDE PAINT "PT-1" ON ALL WALLS, UNO.PROVIDE EG-SHELL SHEEN, UNO.

H. PROVIDE CARPET "CPT-1" IN ALL ENCLOSEDROOMS/SPACES, UNO.

J. PAINT ALL DRYWALL CEILINGS "PT-1", UNO.

K. PAINT ALL OPEN PLENUM SPACE, INCLUDINGDUCTWORK, CONDUIT AND OTHER EQUIPMENTPT-4.

L. RE: DOOR SCHEDULE FOR FINISH OF DOORSAND FRAMES.

M. RE: ELEVATIONS FOR MILLWORK FINISHES.(TYPICAL PL-1)

N. COORDINATE TRANSITIONS WITH ARCHITECT.SEE FINISH SCHEDULE FOR ADDITIONALINFORMATION

O. PAINT ALL "FEC" (FIRE EXTINGUISHERCABINETS) TO MATCH ADJACENT WALL FINISH.

P. FURNITURE AND EQUIPMENT INDICATED (NIC)IS NOT IN CONTRACT. COORDINATE THEINSTALLATION WITH OWNER. ENSUREINSTALLATION OF FINISH MATERIALS DOES NOTINTERFERE WITH PLACEMENT OR CONNECTIONOF FURNITURE AND FURNITURE SYSTEMS.REPORT ANY CONFLICTS TO ARCHITECT.

Q. IN BREAKROOM, EXTEND TILE FLOOR SURFACEUNDER EQUIPMENT SPACES AND CABINETS.TILE SHALL BE "WALL-TO-WALL" AND SHOULDBE INSTALLED PRIOR TO THE CABINETS BEINGINSTALLED.

R. PROVIDE CONTROL JOINTS IN TILE SURFACES(HORIZONTAL AND VERTICAL) WITH MAXIMUM20'-24' SPACING. REFERENCE EJA171STANDARDS.

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FINISH SCHEDULE

12/21/18

II/PG

DSS

17072




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DN

DN

B

F

A

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1413

15

16

18

20

21

C

E

17

19

OFFICEB-05

MECHANICALB-06

ELEC/TELECOMB-13

OFFICEB-14

OFFICEB-15

OFFICEB-16

OFFICEB-17

OFFICEB-21

OFFICEB-22

OFFICEB-23

OFFICEB-24

OFFICEB-25

OFFICEB-26

OFFICEB-27

OFFICEB-28

OFFICEB-29

OFFICEB-30

OFFICEB-31

OFFICEB-40

OFFICEB-39

STORAGEB-43

MECHANICALB-41

TRAININGCENTER

B-42

SERVERROOMB-54

OFFICEB-47

OFFICEB-48

CONFERENCEROOMB-49

OFFICEB-07

OFFICEB-08

OFFICEB-09

OFFICEB-10

OFFICEB-11

OFFICEB-12

OFFICEB-04

OFFICEB-03

OFFICEB-02

CORRIDORC-03

CORRIDORC-02

CORRIDORC-01

CORRIDORC-04

SECUREWORKING

AREAB-44

FILESTORAGE

B-45

SERVERROOMB-46

LOBBYB-01

MEETINGROOMB-01A

RESTROOMB-01B

CONFERENCEROOMB-38

BREAKROOMB-37

WOMENSRESTROOM

B-36A

WOMENSSHOWER

ROOMB-36B

MENSSHOWER

ROOMB-34B

MENSRESTROOM

B-34A

JANB-35

TEAM ROOMB-33

ELECB-32

MENSRESTROOM

B-18

WOMENSRESTROOM

B-19

JANB-20

A903

1

A903

2

A903

3

A903

4A903

5

A903

6

A903

7

T1

T1

T1

CT-2

CT-2

CT-2

CT-2

CT-2

CT-2

T1

CG-1

CG-1

CG-1CG-1

CG-1

CG-1CG-1

CG-1 CG-1

CG-1

TILE MATERIAL AS SCHEDULED

CARPET MATERIAL AS SCHEDULED

CONCRETE FLOOR SUBSTRATE

SATIN ANODIZED ALUMINUM TRANSITION SIMILAR TO SCHLUTER SCHEINE

*TRANSITION TO OCCUR AT CENTERLINE OF DOOR (TYP.)



SATIN ANODIZED ALUMINUM TRANSITION SIMILAR TO SCHLUTER DECO




SATIN ANODIZED ALUMINUM TRANSITION SIMILAR TO SCHLUTER RENO-U

FLOOR SURFACE AS SCHEDULED


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C.B.:

JOB NO:


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ARCHITECTURALFINISH PLAN

09/07/18

DSS

RM

17072


B. ENSURE SURFACES TO RECEIVE FINISHES ARECLEAN, TRUE, AND FREE OF IRREGULARITIES.DO NOT PROCEED WITH WORK UNTILUNSATISFACTORY CONDITIONS HAVE BEENCORRECTED.

C. PROVIDE 4" WOOD BASE AS SCHEDULED,INCLUDING OFFICES, CONFERENCE ROOMS,MEETING ROOM, TRAINING ROOM, AND OPENWORK AREAS.

F. PROVIDE MINIMUM 3-COAT PAINT SYSTEMSFOR EACH SUBSTRATE, UNO.

G. PROVIDE PAINT "PT-1" ON ALL WALLS, UNO.PROVIDE EG-SHELL SHEEN, UNO.

H. PROVIDE CARPET "CPT-1" IN ALL ENCLOSEDROOMS/SPACES, UNO.

J. PAINT ALL DRYWALL CEILINGS "PT-1", UNO.

K. PAINT ALL OPEN PLENUM SPACE, INCLUDINGDUCTWORK, CONDUIT AND OTHER EQUIPMENTPT-4.

L. RE: DOOR SCHEDULE FOR FINISH OF DOORSAND FRAMES.

M. RE: ELEVATIONS FOR MILLWORK FINISHES.(TYPICAL PL-1)

N. COORDINATE TRANSITIONS WITH ARCHITECT.SEE FINISH SCHEDULE FOR ADDITIONALINFORMATION

O. PAINT ALL "FEC" (FIRE EXTINGUISHERCABINETS) TO MATCH ADJACENT WALL FINISH.

P. FURNITURE AND EQUIPMENT INDICATED (NIC)IS NOT IN CONTRACT. COORDINATE THEINSTALLATION WITH OWNER. ENSUREINSTALLATION OF FINISH MATERIALS DOES NOTINTERFERE WITH PLACEMENT OR CONNECTIONOF FURNITURE AND FURNITURE SYSTEMS.REPORT ANY CONFLICTS TO ARCHITECT.

Q. IN BREAKROOM, EXTEND TILE FLOOR SURFACEUNDER EQUIPMENT SPACES AND CABINETS.TILE SHALL BE "WALL-TO-WALL" AND SHOULDBE INSTALLED PRIOR TO THE CABINETS BEINGINSTALLED.

R. PROVIDE CONTROL JOINTS IN TILE SURFACES(HORIZONTAL AND VERTICAL) WITH MAXIMUM20'-24' SPACING. REFERENCE EJA171STANDARDS.

1/8" = 1'-0"1

OVERALL FINISH PLAN

NOT TO SCALE

2TILE TO CARPET TRANSITION (T-1)

NOT TO SCALE

3TILE TO TILE TRANSITION (T-2)

NOT TO SCALE

4TILE TO VCT FINISH (T-3)




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2

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T2 @ CENTERLINE OF DOOR (TYP)

T1

CT-2

ALIGN

T1

CT-2

CT-2

CPT-1

CORRIDORC-02

CORRIDORC-01

OFFICEB-07

OFFICEB-02

CPT-1

ALIGN T-1 WITH WINDOW

5 6

B

C

CPT-2

CPT-2

CPT-2

CPT-2

CPT-2

CPT-1

CPT-1

T-2

CT-2

CT-2

CT-2

CT-2

STORAGEB-43

TRAININGCENTER

B-42

CORRIDORC-04

CORRIDORC-03

TRIM CARPET @ ACOUSTIC PARTITION FLOOR TRACK

T2

T2

F

21

TRANSITION T-1 @ CENTERLINE

OF DOOR

TEAM ROOMB-33

ELECB-32

CORRIDORC-01

CT-2

T-1 @ DOOR OPENING

T-3 @ CENTERLINE OF DOORCT-2

CONC.

CJ (T-1 TYP.)

18' - 8 1/8" (+/-)

F

PROVIDE TRANSITION T-1 @ CENTERLINE OF DOOR OPENING.

PATTERN

CJ (TRANSITION T-1 TYP.)19' - 0"

F

15

E

2' - 3" 2' - 3"

2' -

3"

CPT-2

CPT-2

CPT-1

CONFERENCEROOMB-38

T-2 @ CENTERLINE OF DOOR

3

D

T-2CPT-2

CPT-2

2' -

3"

2' - 3"2' - 3"

2' -

3"

CPT-1

CONFERENCEROOMB-49

18

E

17 19

WOMENSRESTROOM

B-36A

WOMENSSHOWER

ROOMB-36B

MENSSHOWER

ROOMB-34B

MENSRESTROOM

B-34A

JANB-35

APPLY 3M FASARA GLASS FINISH FILM TO INTERIOR SURFACE OF GLASS (FULL HEIGHT)FINISH: FROST/MAT

CT-1

TRANSITION CENTERED BENEATH DOOR

START TILE PATTERN HERE"CENTERLINE OF DOOR"

A9042

A904

3

SC

SC

SC

SC

SC SC

SC

SC

SC

SC

FLOOR TILE IS TO EXTEND FROM WALL TO WALL AND SHALL EXTEND COMPLETELY UNDER FIXTURES AND BUILT-IN ITEMS AND EQUIPMENT (COUNTERTOPS, LOCKERS, ETC.

CONC.

CT-1

CT-1

CT-1

T1

T3

T1 T1 T1

CJ (T1 TYP)

CJ (T1 TYP)CJ (T1 TYP)

CJ (T1 TYP)

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ENLARGED FINISHPLAN DETAILS

10/31/18

DSS

-

17072

1/4" = 1'-0"1

ENLARGED FLOOR TRANSITION DETAIL

1/4" = 1'-0"2

ENLARGED FINISH PLAN - TRAINING ROOM

1/4" = 1'-0"3

ENLARGED FINISH PLAN - TEAM ROOM

1/4" = 1'-0"4

ENLARGED FINISH PLAN - BREAKROOM

1/4" = 1'-0"5

ENLARGED FINISH PLAN - CONFERENCE ROOM 1/4" = 1'-0"

6ENLARGED FINISH PLAN - CONFERENCE ROOM

1/4" = 1'-0"7

ENLARGED FINISH PLAN - MAIN RESTROOMS

SHEET IN PROGRESS




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4"X8" CONCRETE CURB AT BASE OF WALL DOWEL INTO CONCRETE SLAB @ 24" O.C.

SECURE METAL STUD FRAMING TO CURB @ 12" O.C.

4 MIL WATERPROOFING MEMBRANE. EXTEND UP VERTICAL FACE OF WALL MINIMUM 2'-0"

TILE AS SCHEDULED. INSTALL OVER 1/2" CEMENTITIOUS UNDERLAY PER SPEC.

TILE AS SCHEDULED

4 MIL WATERPROOFING MEMBRANE BENEATH MORTAR BED. EXTEND BEYOND EDGE OF SHOWER A MINIMUM OF 1'-0"

SLOPE1/16" : 1'-0"

PROVIDE GALVANIZED METAL STUD FRAMING IN WET ROOM

AREAS

SLOPE1/16" : 1'-0"

PROVIDE SQUARE DRAIN COVER.


SHOWER HEAD AND CONTROL VALVE THIS WALL. REF: PLANS

STAINLESS STEEL PARTITION. REF: SPEC SECTION 10 21 00 FOR ADDITIONAL INFORMATION

T-4 VERTICL TRANSITION AT OUTSIDE CORNERS (TYP)

T-4 VERTICAL TRANSITION AT OUTSIDE CORNERS (TYP)

STAINLESS STEEL PARTITION. REF: SPEC SECTION 10 21 00 FOR ADDITIONAL INFORMATION

SLOPE 1/8" : 1'-0"

PROVIDE T-2 TRANSITION @ SHOWER

SLOPE 1/8" : 1'-0"

SLO

PE

1/8

" : 1'-0"

SLO

PE

1/8

" : 1'-0"

6" 1' - 0" 1' - 0"

SHOWER CURTAIN ON TRACK. REFERENCE SPECIFICATIONS

T-4 TRANSITION ATOUTSIDE CORNERS (TYP)


TILE CT-1 AS SCHEDULED

FLOOR DRAIN. PROVIDE SQUARE DRAIN COVER

SLOPE 1/8" : 1'-0"

ADA SHOWER BENCH. PROVIDE TREATED WOOD BLOCKING IN WALL FOR MOUNTING.REF: SPEC 10 21 00 FOR ADDITIONAL INFORMATION.

SHOWER CONTROL VALVE MOUNTED ON THIS WALL

SHOWER HEAD MOUNTED ON THIS WALL

2' -

6"

SLOPE 1/8" : 1'-0"

SLOPE 1/8" : 1'-0"

SLOPE 1/8" : 1'-0"

4' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

6"

6"

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ENLARGED FINISHPLAN DETAILS

12/07/18

DSS

-

17072

1 1/2" = 1'-0"1

SHOWER DRAIN TRANSITION

1 1/2" = 1'-0"2

ENLARGED SHOWER FINISH PLAN 1 1/2" = 1'-0"

3ENLARGED SHOWER FINISH PLAN - ADA




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BLOCKING OR MTL. PLATE, TYP.

1/4" TEMPERED HARDWOOD BACK

3/4" PLYWD DOOR W/PL.LAM.

3/4" PLYWD FIXED SHELF W/HARDWOOD EDGE

1X3 CLEATS AT TOP & BOTTOM

3/4" PLYWD TOP, SIDES &BOTTOM W/PL.LAM.

1X2 BODY W/PL.LAM

SOFFIT WHERE INDICATED, SEEPLAN

30"

MA

X, S

EE

EL

EV

S.

1' - 0"

3/4" PLYWD. W/HARDWOOD TRIM

SOLID SURFACE SPLASH

SOLID SURFACE COUNTERTOPBLOCKING, TYPICAL, (FIRE RATED 2X WHERE REQUIRED BY CODE)

BLOCKING, TYP.

3 1/2"

3 1

/2"

1' -

11

"6

"

1 1

/2"

4"

2' -

10

"

CONTRACTOR: NOTE HOW SPLASHLAPS FRONT OF COUNTERTOP. THIS IS IMPORTANT!

1 1/4"

2' - 0"

CABINET CONSTRUCTIONREF: SPEC SECTION 06 40 00

*ALL EXPOSED CABINET EDGES SHALL RECEIVE FINISH PL-1 TYPICAL

DELETE SHELF AT SINK BASE



BLOCKING, TYPICAL, (FIRE RATED 2X WHERE REQUIRED BY CODE)

BLOCKING, TYP.

3 1/2"

3 1

/2"

1' -

11

"

1 1

/2"

2' -

10

"

FIXED CABINET FRONT DRAWER

6"

4"

2' - 0"






BLOCKING, TYP.

3 1/2"

3 1

/2"

1 1

/2"

4"

2' -

10

" EQ

UA

LE

QU

AL

EQ

UA

L

TWO(2) OR THREE(3) EQUALLY SPACED DRAWERS, SEE ELEVATIONS

TOP DRAWER TO MATCH ADJACENT UNITS

6"

2' - 0"





3/4" PLYWD ADJ. SHELF W/HARDWOOD EDGE, TYP.SEE ELEVATIONS FOR NUMBER OF SHELVES



1X2 BODY W/PL.LAM

SOFFIT WHERE INDICATED, SEE PLAN

30"

MA

X, S

EE

EL

EV

S.

1' - 0"RECESSED SHELF STANDARDS


SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH.


BLOCKING, TYP.

3 1/2"

3 1

/2"

1' -

11

"6

"

1 1

/2"

2' -

10

"

2' - 0"




3/4" PLYWD FIXED SHELF W/HARDWOOD EDGE

1X3 CLEATS AT TOP & BOTTOM.


1X2 BODY W/PL.LAM


30"

MA

X, S

EE

EL

EV

S.

1' - 0"

4"

WALL TO BE PAINTED, AS SCHEDULED




SOLID SURFACE COUNTERTOP AND 4" BACKSPLASH


BLOCKING, TYP.

3 1/2"

3 1

/2"

1' -

11

"6

"

1 1

/2"

4"

2' -

10

"

2' - 5 3/4"

1/4" PLYWOOD BACK. PL. LAM ALL EXPOSED SURFACES




1X2 BODY W/PL.LAM


30"

MA

X, S

EE

EL

EV

S.

11"

MICROWAVE, NIC.

1' -

6"

1' -

6 5

/8" BLOCKING OR MTL. PLATE, TYP.

DEDICATED POWER OUTLET FOR MICROWAVE.











1X2 BODY W/PL.LAM


30"

MA

X, S

EE

EL

EV

S.

2' - 5"

EQ

EQ

REF.BY OWNER



SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH (TYP)


BLOCKING, TYP.

1 1

/2"

2' -

10

"

2' - 0"

PROVIDE FIRE TREATED WOOD BLOCKING OR MTL. PLATE STRAPPING INTERIOR OF WALL AS REQUIRED, TYP.

1/4" PLYWOOD BACK PL.LAM ALL EXPOSED SURFACES

3/4" PLYWD FIXEDSHELF W/HARDWOOD EDGE. PL. LAM ALL EXPOSED SURFACES



1X2 BODY W/PL.LAM


30"

MA

X, S

EE

EL

EV

S.

1' - 0"

4"

D/WBY OWNER


EQ

EQ

EQ

EQ



PT/FT WOOD BLOCKING IN WALL TO SUPPORT BRACKETS

MIR-3 (FULL WIDTH FRAMELESS MIRROR). REF: ELEVATIONS FOR DIMENSIONS

2' - 0"

2' -

6"

REQUIRED ADA KNEE CLEARANCE

SOLID SURFACE COUNTERTOP WITH 4" BACKSPLASH. PROVIDE FLOATING COUNTERTOP SUPPORT BRACKETS AS SPECIFIED.

4"

11"9"

2' -

3"

8"

TILE AS SCHEDULED (CTW-1)

UNDERMOUNT SINK AS SCHEDULED11"

4"PROVIDE REQUIRED HEAT INSULATION ON ALL DRAIN PIPING

2 1

/4"

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SHEET NOTES

DATE:

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C.B.:

JOB NO:


DAVID S

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0099028

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CABINET &MILLWORK DETAILS

09/07/18

PG

DSS

17072

3/4" = 1'-0"1

WALL CABINET, TYP. 3/4" = 1'-0"

2BASE CABIENT ADA, TYP.

3/4" = 1'-0"3

BASE CABIENT ADA, SINK 3/4" = 1'-0"

4BASE CABIENT ADA, DRAWERS

3/4" = 1'-0"5

WALL CABINET, OPEN SHELF

3/4" = 1'-0"8

CABINET ADA, AT BREAKROOM 3/4" = 1'-0"

7CABINET ADA, AT BREAKROOM

3/4" = 1'-0"6

WALL CABINET, AT BREAKROOM

3/4" = 1'-0"9

CABINET ADA, AT BREAKROOM

W3030

CABINET DESIGNATOR: W= WALL D= DRAWER BASE B = CABINET BASE

CASE WIDTH

CASE HEIGHT

MILLWORK TAG IDENTIFICATION

3/4" = 1'-0"10

TYPICAL SINK WITH KNEE SPACE




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2

A906

4

A906

2' -

9 1

/2"

11' - 4"

2' -

10

"

8' - 10"3' - 0"

3

A906

GROMMET

2' -

1"

1' - 8"4' - 0"

1' - 0"

1' -

0"

1

A807

4"

5"

2' -

0"

4"

SOLID SURFACE TRASACTION TOP

1/2" THICK CORK ON 1/2" PLYWOOD BACKING

SOLID SURFACE CONTERTOP

3/4" PLYWOOD WITH FINISH PL-1 TYPICAL

WC-1

3-5/8" METAL STUD BOX HEADER

3-5/8" METAL STUD

3/4" PLYWOOD BACKING WITH FINISH AS SCHED.

1/2" PLYWOOD BACKING

2' -

4 1

/4"

SOLID WOOD QUARTER ROUND. STAINED AND FINISHED TO MATCH RECEPTION DESK.

POWER/DATA IN PANEL. COORD. WITH ELECTRICAL.

STAINLESS STEEL GROMMET IN COUNTERTOP.

3/4" PLYWOOD WITH FINISH PL-1 TYPICAL

1' - 0" 1' - 10 1/2"

1' -

9"

4"

SOLID SURFACE CONTERTOP

3/4" PLYWOOD WITH FINISH AS SCHED.

WC-1


3-5/8" METAL STUD

4" TOE KICK WITH WC-1AS SCHEDULED.

FOUR(4) EQUALLY SPACED DRAWERS, SEE ELEVATIONS

4"EQ

.E

Q.

EQ

.E

Q.

1 1

/2"

4" TOE KICK WITH 12 GA STEEL AS SCHEDULED

8' - 8"

3' -

6"

2' -

6"

1' -

0"

2

A9064

A906

3

A906

EQ EQ EQ EQ


WC-1

PL-1 (TYPICAL ALL VERTICAL SURFACES)

ARROW INDICATES DIRECTION OF GRAIN

1' - 5"

3' -

6"

2' -

6"

1' -

0"

2' - 10 1/2"

2' - 8 1/2"

TACKABLE SURFACE

THIS END OF DESK IS CONCEALED BY WALL. NO FINISH REQUIRED.

SOLID SURFACE

WC-1

2' - 7"

PL-1 (ARROWS INDICATE GRAIN DIRECTION)

1' - 0"

11' - 5"

8' - 10"

2

A9063

A906

4

A906

RUN GRAIN IN DIRECTION AS

INDICATED.

SOLID SURFACE COUNTERTOP AS SCHEDULED

TACKABLE SURFACE

1' -

0"

PROVIDE POWER/DATA IN PANEL BELOW COUNTERTOP IN LOCATIONS AS SHOWN ON

PLAN 1' -

6"

1' - 6" 1' - 6"

COMPUTER MONITOR - (NIC)

1' -

9"

4"

SOLID SURFACE ADA TRANSACTION SURFACE

3/4" PLYWOOD WITH FINSH AS SCHED.

WC-1

4" TOE KICK WITH WC-1 FINISH AS SCHED.


3-5/8" METAL STUD



2' - 9 1/2"

2' -

4 1

/4"

10

A906

1' - 6"

11

A906

2 3/8" O.D. PIPE FOOT RAIL WITH STANDARD FLOOR MOUNT PIPE FITTINGS.

ICEMKR.(NIC)

REF.(NIC)

A906

17

5' -

1"

8' -

0"

2' -

6 3

/8"

8' - 7"

BAR STOOLS (NIC)

A906

13A906

15

A906

14

A90612

SHELVING ABOVE

SOLID SURFACE COUNTERTOP ON CABINETRY4

' - 1

0"

2' - 4"

SINK AND FAUCET IN BAR. PLAN FOR LOCATION. REF: PLBG FOR SCHED.

TREATED BLOCKING AS REQUIRED, TYP.

PAINTED STEEL FOOT RAIL AND BAR RAIL BRACKETS.

SOLID SURFACE COUNTERTOP AND BACKSPLASH

SOLID SURFACE COUNTERTOP WITH 1/2" PLYWOOD SUBSTRATE

16 GA TOP RUNNER

1X SOLID WOOD PANELING WITH STAINED FINISH

COUNTERTOP L-BRACKET AS SPECIFIED

FLUSH SEAM AT BACKSPALSH AND BAR TOP

1X STAINED SOLID WOOD BASE MOLDING

16 GA STEEL C-STUD SPACED @ 16" O.C. TYP.

1' - 7"

1' - 11"2"

2"

1/2" TREATED PLYWOOD BACKING

FRP OVER 5/8" MOISTURE RESITANT GYPSUM BOARD

6"

3' -

6"

UNDER-CNTR. EQUIP. ZONE BEYOND. REF: PLAN

1' -

6"

GFCI DUPLEX (REF: PLAN/ELEC.)

SOLID SURFACE COUNTERTOP AND FULL HEIGHT BACKSPLASH

BLOCKING, TYP.

SOLID SURFACE COUNTERTOP CONTINUOUS COLD FORM

STEEL BOX HEADER

COLD FORM STEEL RUNNER

3/4" PLYWOOD WITH LAMINATE FINISH

COUNTERTOP BRACKET AS SPECIFIED

1' - 7"

1X STAINED SOLID BASE MOLDING

COLD FORM STEEL C-STUD SPACED @ 16" O.C.

6"

A906

16

3' -

6"


1 1/2" STEEL PIPE FOOT REST.

INLAID 1X2 WHITE OAK IN HERRINGBONE

PATTERN WITH STAINED/SEALED

FINISH

3' -

0"

3' -

6"

11

A906

BELOW COUNTER EQUIPMENT ZONE

PROVIDE FINISH GRADE PLYWOOD UNDER COUNTER.PAINT PT-4

SOLID SURFACE BACKSPLASH

PROVIDE COUNTERTOP BRACKETS AS REQUIRED

3' -

6"

7 1

/2"

1 1/2" STEEL PIPE FOOT REST. PRIMED AND

PAINTED

EQ.3 1/2"

EQ.3 1/2"

EQ.5 1/2" 5 1/2"

6"

3' -

0 1

/2"

3' -

0"

3' -

6"

10

A906

BELOW COUNTER EQUIPMENT ZONEPROVIDE POWER. REF: ELEC.


PROVIDE COUNTERTOP BRACKETS AS REQUIRED

SOLID SURFACE BACKSPLASH

4"

GFCI DUPLEX OUTLET (HORIZONTAL). CENTER BOX 2" ABOVE COUNTER TOP.

2"

16 GA. STEEL TOP RUNNER

SOLID SURFACE CNTR. OVER PLYWOOD SUBSTRATE

TREATED BLOCKING AS REQ'D

1X SOLID WHITE OAK WALL SHELVING WITH BLACK POWDER COATED BENT STEEL WALL BRACKETS.

11"

11"

11"

4' - 10"


8"9"

TILE BASE AS SCHED.

LIGHTING ABOVE COUNTERTOPAS SCHED.

B2432 B2432 B1232

5' - 0"

5' - 1"

WC-1WHOLE WALL

3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0" EQ.EQ.

PL-1 (TYP)

1' -

8"

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:33:

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3204

3

A906

MILLWORK DETAILS

12/21/18

PRL

DSS

17072

1/4" = 1'-0"1

RECEPTION DESK 3/4" = 1'-0"

2RECEPTION DESK SECTION

3/4" = 1'-0"4

RECEPTION DESK SECTION

3/4" = 1'-0"8

RECEPTION ELEVATION - FRONT 3/4" = 1'-0"

7RECEPTION ELEVATION - LEFT

3/4" = 1'-0"6

RECEPTION ELEVATION - RIGHT 3/4" = 1'-0"

5RECEPTION ELEVATION - BACK

3/4" = 1'-0"3

RECEPTION DESK SECTION

1/2" = 1'-0"9

BAR AT TEAM ROOM

3/4" = 1'-0"10

SECTION AT BAR - 1 3/4" = 1'-0"

11SECTION AT BAR - 2

3/4" = 1'-0"12

BAR ELEVATION - FRONT 3/4" = 1'-0"

13BAR ELEVATION - RIGHT

3/4" = 1'-0"14

BAR ELEVATION - LEFT 3/4" = 1'-0"

15BAR ELEVATION - BACK

1 1/2" = 1'-0"16

BAR TOP BACKSPLASH - ENLARGED DETAIL

1/2" = 1'-0"17

TEAM ROOM - BACK OF BAR ELEVATION




APPROVAL.

1IS

SU

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FO

R B

ID11

/20/

2019

TYPE 'C'

SINGLE ALL GLASS

TYPE 'B'

PAIR

SOLID CORE WOOD

(FINISH AS SCHED.)

TYPE 'A'

SOLID CORE WOOD

(FINISH AS SCHED.)

SC

HE

DU

LE

HE

IGH

T

SCHED.

REF:

SC

HE

DU

LE

HE

IGH

T

REF: SCHED.

EQ EQ

SC

HE

DU

LE

HE

IGH

T

SCHED.

REF:

PA

TT

ER

N

PA

TT

ER

N

TYPE 'E'

PAIR

HOLLOW METAL

(FINISH AS SCHED.)

TYPE 'D'

HOLLOW METAL

(FINISH AS SCHED.)

SC

HE

DU

LE H

EIG

HT

SCHEDULE WIDTH

SC

HE

DU

LE H

EIG

HT

SCHEDULE WIDTH

EQ EQ

GR

N

GR

N

GR

N

PA

TT

ER

N

INTERIOR DOOR TYPES

EXTERIOR DOOR TYPES

TYPE 'F'

STOREFRONT

(PER MFGR)

ALUM

SC

HE

DU

LE H

EIG

HT

SCHEDULE WIDTH

INTERIOR DOOR FRAME TYPES

TYPE 'B'

PAIR

HM

TYPE 'A'

SINGLE

HM

TYPE 'C'

SINGLE SIDELITE

HM

2"

5' -

6"

2"

1' -

4"

2" 3' - 0" 2"1' - 10"

2"

2"

SCHED.

REF: 2"

RE

F: S

CH

ED

ULE

2"

SCHED.

REF: 2"

INTERIOR OFFICE FRONT FRAMES

TEMPERED

TEMPERED

EXTERIOR DOOR FRAME TYPES

TYPE 'E'

PAIR

HM

TYPE 'D'

SINGLE

HM

2"

SCHED.

REF: 2"

RE

F: S

CH

ED

ULE

2"

SCHED.

REF: 2"

GLASS V-1

PER. WALL TYPE

CAULK PERIMETER

(TYP.)

5/8" GYP. BD. OVER MTL.

STUD AS SCHED.

H.M. FRAME

DOOR AS SCHED.

PE

R.

WA

LL T

YP

E

CAULK PERIMETER (TYP.)

5/8" GYP. BD. OVER MTL. STUD AS SCHEDULED

H.M. FRAME

DOOR AS SCHED.

3/8" SEALANT JOINT WITH BACKER ROD AT DOOR FRAME PERIMETER (TYP.)

5/8" GYP. BD. OVER MTL. STUD AS SCHED.

H.M. DOOR FRAME ANCHORED TO CMU.

DOOR AS SCHED.

16 GA. MASONRY T-ANCHOR. 3-PER JAMB

CMU MASONRY GROUT SOLID AT DOOR JAMB PER DESIGN

SHIM AS REQUIRED

EXTERIOR

INTERIOR


3/8" SEALANT JOINT WITH BACKER ROD

AT DOOR FRAME PERIMETER (TYP.)



DOOR AS SCHED.

CMU MASONRY LINTEL

SHIM AS REQUIRED

EX

TE

RIO

R

INT

ER

IOR


EXPANSION JOINT MATERIAL @ FACE OF SLAB AND SITE

HARDSCAPE.


STEEL OFFSET SADDLE DOOR THRESHOLD

SIMILAR TO PEMKO 182. SET IN SEALANT.

EXTERIOR INTERIOR

EXTERIOR DOOR AS SCHEDULED.

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:33:

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3204

3

A1001

DOOR SCHEDULES& DETAILS

12/21/18

PG

DSS

17072

DOOR TYPES DOOR SCHEDULE

Assembly Door Frame

Hardware Set RemarksNumber Location Type

Dimensions

Material Finish TypeWidth Height

B-01A LOBBY F 3' - 0" 8' - 6" ALUM ANOD. 01 DOOR BY SYSTEM MFR. MORTISE CYLINDER AND FSIC CORE (BY MFR.)

B-01AA MEETING ROOM A 3' - 0" 8' - 4" SC P-LAM A 08 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 45)

B-01B CORRIDOR A 3' - 0" 8' - 4" SC P-LAM A 06 CARD READER (INFRASTRUCTURE ONLY)

B-01BA RESTROOM A 3' - 0" 8' - 4" SC P-LAM A 09

B-02 OFFICE A 3' - 0" 8' - 4" SC P-LAM C 11 COAT HOOK




B-06A MECHANICAL A 3' - 6" 8' - 4" SC P-LAM A 07 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 45)







B-13 ELEC/TELECOM A 3' - 0" 8' - 4" SC P-LAM A 07B





B-18 MENS RESTROOM A 3' - 0" 8' - 4" SC P-LAM A 09 KICK PLATE (INTERIOR SIDE ONLY)

B-19 WOMENS RESTROOM A 3' - 0" 8' - 4" SC P-LAM A 09 KICK PLATE (INTERIOR SIDE ONLY)

B-20 JAN A 3' - 0" 8' - 4" SC P-LAM A 07A KICK PLATE (INTERIOR SIDE ONLY)












B-32 ELEC A 3' - 0" 8' - 4" SC P-LAM A 07A KICK PLATE (INTERIOR SIDE ONLY)

B-33 CORRIDOR C 3' - 0" 8' - 3 1/2" ALUM ANOD. 01A FRAME AND HARDWARE BY MFGR.

B-34A MENS RESTROOM A 3' - 0" 8' - 4" SC P-LAM A 10 PUSH-PULL PLATE, KICK PLATE (INTERIOR SIDE ONLY), CLOSER

B-34B MENS SHOWER ROOM A 3' - 0" 8' - 4" SC P-LAM A 10 PUSH-PULL PLATE, KICK PLATE (INTERIOR SIDE ONLY), CLOSER

B-35 JAN A 3' - 0" 8' - 4" SC P-LAM A 07A KICK PLATE (INTERIOR SIDE ONLY)

B-36A WOMENS RESTROOM A 3' - 0" 8' - 4" SC P-LAM A 10 PUSH-PULL PLATE, KICK PLATE (INTERIOR SIDE ONLY), CLOSER

B-36B WOMENS SHOWER ROOM A 3' - 0" 8' - 4" SC P-LAM A 10 PUSH-PULL PLATE, KICK PLATE (INTERIOR SIDE ONLY), CLOSER

B-37 BREAK ROOM C 3' - 0" 8' - 3 1/2" ALUM ANOD. 01A FRAME AND HARDWARE BY MFGR.

B-38 CONFERENCE ROOM A 3' - 0" 8' - 4" SC P-LAM A 08 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50)



B-41 MECHANICAL A 3' - 6" 8' - 4" SC P-LAM A 07 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 45)

B-42A TRAINING CENTER A 3' - 0" 8' - 4" SC P-LAM A 05 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50), CARD READER (INFRASTRUCTURE ONLY)

B-42B TRAINING CENTER A 3' - 0" 8' - 4" SC P-LAM A 05 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50), CARD READER (INFRASTRUCTURE ONLY)

B-42C TRAINING CENTER A 3' - 0" 8' - 4" SC P-LAM A 05 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50), CARD READER (INFRASTRUCTURE ONLY)

B-43 STORAGE A 3' - 0" 8' - 4" SC P-LAM A 07B

B-44A SECURE WORKING AREA A 3' - 6" 8' - 4" SC P-LAM A 05A AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50), CARD READER (INFRASTRUCTURE ONLY)

B-44B TRAINING CENTER A 3' - 0" 8' - 4" SC P-LAM A 05 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50), CARD READER (INFRASTRUCTURE ONLY)

B-45 FILE STORAGE A 3' - 6" 8' - 4" SC P-LAM A 06A CARD READER (INFRASTRUCTURE ONLY)

B-46 SERVER ROOM A 3' - 6" 8' - 4" SC P-LAM A 06A CARD READER (INFRASTRUCTURE ONLY)

B-47 OFFICE A 3' - 0" 8' - 4" SC P-LAM A 11 COAT HOOK


B-49 CONFERENCE ROOM A 3' - 0" 8' - 4" SC P-LAM C 08 AUTO DOOR BOTTOM, SEALS, ACOUSTIC DOOR (STC 50)

B-50 IT DEPARTMENT B 6' - 0" 8' - 4" SC P-LAM B 04 COORDINATOR, CLOSER, KICK PLATE,

B-54 SERVER ROOM A 3' - 6" 8' - 4" SC P-LAM A 06A CARD READER (INFRASTRUCTURE ONLY)




C-01 CORRIDOR D 3' - 0" 8' - 6" HM PT D 03 CARD READER AND MOTION SENSOR (INFRASTRUCTURE ONLY), PANIC DEVICE

C-03A CORRIDOR E 6' - 0" 8' - 6" HM PT E 02 CARD READER AND MOTION SENSOR (INFRASTRUCTURE ONLY), PANIC DEVICE

C-03B CORRIDOR D 3' - 0" 8' - 6" HM PT D 03 CARD READER AND MOTION SENSOR (INFRASTRUCTURE ONLY), PANIC DEVICE

1 1/2" = 1'-0"1

HEAD DOOR H.M. FRAME TYP. 1 1/2" = 1'-0"

2JAMB DOOR H.M. FRAME TYP.

1 1/2" = 1'-0"4

JAMB DOOR H.M. FRAME - CMU 1 1/2" = 1'-0"

3HEAD DOOR H.M. FRAME - CMU

1 1/2" = 1'-0"5

DOOR SILL DETAIL - EXTERIOR - TYPE 01

ABBREVIATIONS:P-LAM: PLASTIC LAMINATE FINISH AS SCHEDULEDSC: SOLID CORE WOOD DOOR (REFERENCE NOTES FOR ADDITIONAL REQUIREMENTS PER DOOR)PT: PAINTED FINISH AS SCHEDULEDHM: HOLLOW METAL (REFERENCE NOTES FOR ADDITIONAL REQUIREMENTS PER DOOR)ALUM: ALUMINUM (FINISH PER STOREFRONT SYSTEM MANUFACTURER)




APPROVAL.

TYPICAL INTERIOR SIGNAGE (WAYFINDING / ADA)

REFERENCE SIGNAGE SPECIFICATION FOR ADDITIONAL INFORMATION, INCLUDING SIGNAGE SCHEDULE. WAYFINDING SIGNAGE SHALL MEET THE MINIMUM CODE REQUIREMENTS ONLY. TYPICAL CODE REQUIRED MOUNTING IS AS INDICATED ON SHEET A002

1IS

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ID11

/20/

2019

PER WALL TYPE

INTERIOR OFFICE FRONT ALUM. FRAME

5/8" GYP. BD. OVER MTL. STUD PER WALL TYPE

ROOM SIDE CORRIDOR SIDE

PER WALL TYPE

DOOR/WINDOW FRAME AS SCHEDULED

SOLID WOOD DOOR

WINDOW TREATMENT AS SCHEDULED. (REF: SPEC SECTION 12 20 00 FOR ADDITIONAL INFORMATION)

10

' - 8

"

4' - 0"

3 E

QU

AL

LIT

ES

FINISHED FLOOR

PRECAST SILL

7' -

4"

4' - 0"

1' -

4"

FINISHED FLOOR

7' -

4"

2' - 8"

1' -

4"

FINISHED FLOOR

* SELECT WINDOWS SHALL RECEIVE INTERIOR APPLIED FILM PER SPECIFICATIONS.

DOOR AS

SCHED.TYPE 'C'

9' -

0"

4 EQ. LITES

9' -

0"

OP

EN

ING

6' -

10

"1

' - 4

"

TYPICAL FOR ALL OFFICES

OPENING1' - 5"

DOOR AS SCHED. TYPE "A"

DOOR FRAME TYPE "C"

DOOR AS

SCHED.TYPE 'C'

9' -

0"

3 EQUAL LITES

15' - 0 3/4"

.157'-0"

15

'-1

0"

A.F

.F

53 EQUAL LITES

FINISHED FLOOR

*COORDINATE WITH EXTERIOR ELEVATION FOR LOCATION OF SPANDREL GLAZING AT INTERIOR COLUMN LOCATIONS

JJ


CMU MASONRY LINTEL - REINFORCED PER DESIGN.

SHIM AS REQUIRED

EXTERIOR INTERIOR


*REFERENCE EXTERIOR WALL SECTIONS AND DETAILS FOR TYPICAL FLASHING CONDITIONS AT OPENINGS.

TYPICAL HEAD CONDITION WITH RECEPTOR PER WINDOW SYSTEM MANUFACTURER

16 GA. MASONRY T-ANCHOR. 3-PER JAMB

CMU MASONRY GROUT SOLID AT DOOR JAMB PER DESIGN

SHIM AS REQUIRED

EXTERIOR

INTERIOR

GLAZING SYSTEM SIMILAR TO KAWNEER Tri-Fab 601T WITH 1" INSULATED/LAMINATED GLAZING.TYPICAL JAMB CONDITION WITH HD RECEPTOR.

*REFERENCE EXTERIOR WALL SECTIONS AND DETAILS FOR TYPICAL FLASHING CONDITIONS AT OPENINGS.

INTERIOR FINISH AS SCHEDULED

PRECAST SILL BELOW

4 7/8"

INTERIOR STOREFRONT SYSTEM AS SCHEDULED

GLASS DOOR PER DOOR SCHED.

ACOUSTIC CAULK @ FRAME EDGE( TYP)

4 1

/4"

GLAZING SYSTEM SIMILAR TO KAWNEER Tri-Fab 601T WITH 1" INSULATED/LAMINATED GLAZING. ANCHOR PER MFGR. DETAILS

PRECAST SILL WITH SPLIT-TAIL ANCHORS. (PROVIDE 4 1/4" X 6" BLOCK OUT IN CMU FOR SILL).

EXTERIOR INTERIOR

GYP. BD. SHIM AS REQUIRED

PRE-FINISHED STEPPED FLASHING WITH HEMMED EDGE SET OVER SELF-ADHERING WATERPROOF MEMBRANE

6"

PROVIDE CONTINUOUS SILL PAN

16 GA. MASONRY T-ANCHOR. 3-PER JAMB MIN. REF: MFGR. DESIGN STDS.

CMU MASONRY GROUT SOLID AT WINDOWJAMB

SHIM AS REQUIRED

EXTERIOR

INTERIOR


2 3/4" 3 7/8"

3/4

"

1 1

/2" 1

5.0

°

6 5/8"

1 1/4"2 3/4"

3 7

/8"

1"1"

4"

3/4

"

1 1

/2"

PRECAST SILL TYPICAL @WINDOW TYPE 'B' & 'C'

PRECAST SILL @WINDOW TYPE 'A'

15.0

°

3 7

/8"

PREFINISHED METAL SILL CAP. EXTEND BENEATH WINDOW SILL.

EXTERIOR METAL PANEL AS SCHEDULED

EXTEND METAL ROOF FLASHING UP VERTICAL WALL TO EDGE OF SILL

4"

SHEET WATERPROOFING. OVERLAP ROOF WATERPROOFING. MIN. 2"

MIN 1 1/2" RIGID CONTINUOUS INSULATION @ VERTICAL WALL.


2X6 P.T. WOOD BLOCKING

WINDOW SILL AS SCHEDULED. SECURE THROUGH BLOCKING TO CHANNEL PER MFGR. RECOMMENDATIONS

1" INSULATED GLAZING AS SCHEDULED

CONTINUOUS SEALANT AND BACKER ROD BOTH SIDES.

CONTINUOUS METAL SILL PAN WITH END DAMS.

2"

CONTINUOUS STEEL CHANNEL 5X6.7. REF: STRUCT.

LIGHT GAUGE INFILL FRAMING TO SUPPORT GYPSUM BOARD AS REQUIRED.

2"

1" INSULATED GLAZING AS SCHEDULED

CONTINUOUS SEALANT AND BACKER ROD BOTH SIDES.

CONTINUOUS HEAVY DUTY RECEIVER PER WINDOW MFGR. SECURE TO STRUCT. PER MFGR INSTALLATION DETAILS.

LIGHT GAUGE FRAMING

1x6 P.T. WOOD FRAMING

L6X4X5/16 CONT. ANGLE. REF: STRUCT.EXTERIOR METAL PANEL AS

SCHEDULED

EXTERIOR SHEET WATERPROOFING. AT OPENING. LAP OVER EXTERIOR VAPOR BARRIER @ JAMB CONDITIONS

MIN 1 1/2" RIGID CONTINUOUS INSULATION @ VERTICAL WALL.


WINDOW SYSTEM AS SCHEDULED. SECURE H/D RECEIVER THROUGH P.T. WOOD TO STEEL CHANNEL LINTEL PER MFGR. RECOMMENDATIONS

CONTINUOUS VAPOR BARRIER

6" 20 GA. METAL FRAMING

PREFINISHED METAL FLASHING @ HEAD AND JAMB. EXTEND BEHIND WINDOW JAMB.

L3X3X1/4 ANGLE @ 4'-0" O.C. REF: STRUCT.

Dat

eR

evis

ion

Seal / Signature

DATE:

D.B.:

C.B.:

JOB NO:


DAVID S

SHIVELY

0099028

11/2

2/20

19 9

:33:

13 A

MC

:\Use

rs\d

shiv

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BH

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3204

3

A1002

WINDOWELEVATIONS &

DETAILS

09/07/18

PG

DSS

17072

1 1/2" = 1'-0"A

INTERIOR WINDOW FRAME HEAD (TYP) 1 1/2" = 1'-0"

BINTERIOR WINDOW JAMB TYPE 'V1'

1/4" = 1'-0"4

WINDOW TYPE ' A' 1/4" = 1'-0"

5WINDOW TYPE 'B'

1/4" = 1'-0"6

WINDOW TYPE 'C' 1/4" = 1'-0"

2WINDOW TYPE 'V2'

1/4" = 1'-0"3

WINDOW TYPE 'V1' 1/4" = 1'-0"

1WINDOW TYPE 'V3'

1/4" = 1'-0"7

WINDOW TYPE 'D' - CLERESTORY

1 1/2" = 1'-0"D

EXTERIOR WINDOW HEAD, TYP. 1 1/2" = 1'-0"

EEXTERIOR WINDOW JAMB, TYP.

1 1/2" = 1'-0"C

INTERIOR WINDOW JAMB V2 (V3 SIM)

1 1/2" = 1'-0"F

WINDOW SILL DETAIL, TYPE 'B' & 'C'.

1 1/2" = 1'-0"G

EXTERIOR WINDOW JAMB, TYPE 'A'

INTERIOR WINDOW SYSTEM EXTERIOR WINDOW SYSTEM

3" = 1'-0"J

PRECAST SILL

3" = 1'-0"H

SILL DETAIL @ CLERESTORY WINDOW

3" = 1'-0"K

HEAD/JAMB DETAIL @ CLERESTORY WINDOW




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