Amendment0003 - Attachment 25 - 550-319 Drawings Set_Part 4 Full Size.pdf

ROOF TRUSS

THREADED ROD, HEX

NUT AND WASHER

UNISTRUT FRAMING SYSTEM

DESIGNED BY CONTRACTOR

TO SUPPORT PATIENT LIFTS

CEILING, SEE

ARCH

PATIENT LIFT. SEE ARCH

DRAWINGS.

NOTE: DESIGN ROOF TRUSSES TO SUPPORT 600 LB LOAD IN TYPICAL BEDROOMS AND 1000 LB LOAD IN BARIATRIC BEDROOMS. CONTRACTOR TO COORDINATE PATIENT LIFT LOCATIONS AND ROOF TRUSS

DESIGN.

ROOF TRUSS

STEEL BEAM

C8X11.5 FRAME

T/STL = BEAM T/STL

DECK

OPENING

NOTE: COORDINATE OPENING SIZE WITH MECHANICAL

CONTRACTOR.

FOR OPENINGS

12" OR GREATER

STIFFENER PLATE, TYP

STEEL BEAM

TYP

COPE CHANNEL, TYP

#12 SELF DRILLING SCREWS INTO STRUCTURE BELOW, TYP

3 - #10 TEX SIDELAP FASTENERS

EACH JOIST SPACE

36/4 WELD PATTERN AT ALL SUPPORTS

SCREWS REQUIRED AT ALL

SIDELAP SUPPORT POINTS

NOTE: WELD THROUGH MULTIPLE SHEETS AT ALL END AND SIDE

LAPS END LAPS SHALL OCCUR ONLY AT SUPPORT POINTS

1 1/2" WIDE RIB, 22 GAGE METAL ROOF

DECK - MINIMUM THREE SPAN CONDITION.

S E E P

LA

N

S E E P

LA

N

S E E P

LA

N

S H E E T W

ID

T H

BEAM PER PLAN, TYP

T/STL

PER PLAN

STANDARD AISC SHEAR CONNECTION, TYP

COLUMN PER PLAN

ROOF TRUSS, TYP

ATTACH ROOF TRUSSES TO STEEL WITH

HILTI SELF DRILLING SCREWS AS REQUIRED

T/STL

PER PLAN

ROOF TRUSS

BEAM PER PLAN, TYP

STANDARD AISC

SHEAR CONNECTION

ATTACH ROOF TRUSSES TO

STEEL WITH HILTI SELF DRILLING

SCREWS AS REQUIRED, TYP

6"

T/STL

PER PLAN

BEAM PER PLAN, TYP

SLAB PER PLAN

STANDARD AISC

SHEAR CONNECTION,

TYP

1/4" 2-12"

1/4" CONTINUOUS

BENT PLATE

T/STL

PER PLAN

BEAM PER PLAN, TYP

STANDARD AISC SHEAR

CONNECTION, TYP

COLUMN PER PLAN

ROOF TRUSS

ATTACH ROOF TRUSSES TO

STEEL WITH HILTI SELF DRILLING

SCREWS AS REQUIRED, TYP

ROOF TRUSS BOTTOM CHORD

6" THICK COMPOSITE FLOOR SYSTEM.

4" CONCRETE W/ 6X6 W1.4XW1.4 REINF

AND 2" - 18" GA. STEEL FLOOR DECK

BOND BEAM W/ (2) #5 CONT

CMU WALL AND REINF SEE PLAN

3/8"x4"xCONT. BEARING PLATE W/ 1/2" DIA. x 2 1/2" LONG HEADED

STUDS AT 2'-0" OC

6" 6"

T/CMU =111'-0"

L6X4X5/16 LLV

1/4 2-12

COLUMN PER PLAN

1/2" PLATE W/ (4) 5/8" DIA. BOLTS

T/STL

PER PLAN

BEAM PER PLAN

1/2" STIFFENER

PLATE, BOTH

SIDES

5/16

5/16

BEAM PER PLAN, TYP

T/STL

PER PLAN

STANDARD AISC SHEAR

CONNECTION, TYP

COLUMN PER PLAN

ROOF TRUSS, TYP

ATTACH ROOF TRUSSES TO

STEEL WITH HILTI SELF DRILLING

SCREWS AS REQUIRED, TYP

E.5 1' - 0"

T/STL

PER PLAN

SLAB PER PLAN

STANDARD AISC

SHEAR CONNECTION

ROOF TRUSS

7 1/2"

1/4 2-12

1/4" CONTINUOUS BENT PLATE

BEAM PER PLAN, TYP

ATTACH ROOF TRUSSES TO

STEEL WITH HILTI SELF DRILLING

SCREWS AS REQUIRED

ROOF TRUSS, TYP

STANDARD AISC

SHEAR CONNECTION,

TYP

BEAM PER PLAN, TYP

COLUMN PER PLAN

T/STL

PER PLAN

ATTACH ROOF TRUSSES TO

STEEL WITH HILTI SELF DRILLING

SCREWS AS REQUIRED, TYP E

SLAB PER PLAN

BEAM PER PLAN

WALL PER PLAN

T/STL

PER PLAN

L4X3X1/4" CONTINUOUS

CLOSURE ANGLE SLV

1/4 2-12

T/SLAB

PER PLAN

E.5

T/STL

PER PLAN

COLUMN PER PLAN

BEAM PER PLAN

1/2" PLATE W/ (4) 5/8" DIA. BOLTS

1/2" STIFFENER PLATE, BOTH SIDES

5/16

5/16

E.5

1/4 2-12

1/4" CONTINUOUS BENT PLATE

COLUMN PER PLAN

BEAM PER PLAN, TYP

T/STL

PER PLAN

1/2" STIFFENER PLATE, BOTH SIDES

5/16

TYP

NOTE:

1) SLAB NOT SHOWN FOR CLARITY

1/4" PLATE W/ (4) 5/8" DIA BOLTS

5/16

S L

BOTH SIDES OF GUSSET PL SEE

BRACE WELD DESIGN TABLE

FOR MIN WELD LENGTH, L AND

SIZE, S

HSS BRACE PER ELEVATION

(SLOT HSS @ GUSSET)

SEE BRACE WELD DESIGN

TABLE FOR MINIMUM

PLATE THICKNESS, T

ERECTION

BOLT OR PIN

WP

ADDITIONAL PL AS REQ'D TO

PROVIDE ADEQUATE GUSSET

PLATE WELD

1" DIA. GR. 55

ANCHOR RODS, 12"

MIN EMBEDMENT

S L

BOTH SIDES OF GUSSET PL SEE

BRACE WELD DESIGN TABLE

FOR MIN WELD LENGTH, L AND

SIZE, S

SEE BRACE WELD DESIGN

TABLE FOR MINIMUM PLATE

THICKNESS, T

WP

LENGTH MUST BE LESS

THAN DEPTH OF HSS BRACE

HSS BRACE PER

ELEVATION (SLOT HSS @

GUSSET)

S L

BOTH SIDES OF GUSSET PL SEE

BRACE WELD DESIGN TABLE

FOR MIN WELD LENGTH, L AND

SIZE, S

SEE BRACE WELD DESIGN

TABLE FOR MINIMUM PLATE

THICKNESS, T

HSS BRACE PER

ELEVATION (SLOT

HSS @ GUSSET)

ERECTION

BOLT OR PIN

WP

LENGTH MUST BE LESS

THAN DEPTH OF HSS BRACE

S L

BOTH SIDES OF GUSSET PL SEE

BRACE WELD DESIGN TABLE

FOR MIN WELD LENGTH, L AND

SIZE, SWP

ERECTION

BOLT ORPIN

SEE BRACE WELD DESIGN

TABLE FOR MINIMUM PLATE

THICKNESS, T

LENGTH MUST BE LESS THAN DEPTH

OF HSS BRACE (TYP)

HSS BRACE PER

ELEVATION (SLOT

HSS @ GUSSET)

FULLY WELDED L4x4x1/4 FRAME

BY STEEL SUPPLIER

ROOF DRAIN SEE

PLUMBING DRAWINGS FOR

OPENING SIZE AND

LOCATION

OVERFLOW DRAIN SEE PLUMBING

DRAWINGS FOR OPENING SIZE AND

LOCATION

ROOFDECK

PER PLAN

BEAM PER

PLAN, TYP.

ROOFING

SEE ARCH.

1/ 4"

M

IN

1/ 4"

BENT PL OR ANGLE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\a k e n n e d y \D o c u m e n ts

\1 .5

G re e n H o m e s S tr u c v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/7

/2

:1

:2

P M

SF501

FRAMING SECTIONS AND DETAILS

GUIDON DESIGN INC.

1221 North Pennsylvania St

Indianapolis, Indiana 46202

317.800.6388

CMTA

10411 Meeting Street

Prospect, Kentucky 40059

CONSTRUCT TWO NEW GREEN

HOMES 7 & 8

1900 E. MAIN ST., DANVILLE, IL 61832

550-319

134 & 135

04/09/2020 MAV ADK

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

502.326.3085

SCALE: 1 1/2" = 1'-0"SF501

1 PATIENT LIFT BLOCKING DETAIL

SCALE: 3/4" = 1'-0"SF501

2 OPENING THROUGH SLAB

SCALE: 3/4" = 1'-0"SF501

3 METAL DECK FASTENING PATTERN

SCALE: 3/4" = 1'-0"SF501

6 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

9 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

7 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

8 FRAMING SECTION

SCALE: 1 1/2" = 1'-0"SF501

5 CMU WALL AT METAL DECK

SCALE: 3/4" = 1'-0"SF501

10 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

11 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

12 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

13 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

14 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

15 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

16 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF501

18 BRACE DETAIL

SCALE: 3/4" = 1'-0"SF501

19 BRACE DETAIL

SCALE: 3/4" = 1'-0"SF501

20 BRACE DETAIL

SCALE: 3/4" = 1'-0"SF501

17 BRACE DETAIL

SCALE: 3/4" = 1'-0"SF501

4 TYPICAL

Revisions: Date:

7.1

T/STL

PER PLAN

COLUMN PER PLAN

1/2" PLATE W/ (4) 5/8" DIA. BOLTS

1/2" STIFFENER PLATE, BOTH SIDES 5/16

5/16

BEAM PER PLAN, TYP

STANDARD AISC

SHEAR CONNECTION

T/STL

PER PLAN

SLAB PER PLAN

1/4" CONTINUOUS BENT PLATE

6"

BEAM PER PLAN, TYP

COLUMN PER PLAN

STANDARD AISC SHEAR

CONNECTION, TYP

1/4 2-12

T/STL

PER PLAN

T/STL

PER PLAN

T/SLAB

PER PLAN

C

1/2" PLATE W/ (4) 5/8" DIA. BOLTS 5/16

BEAM PER PLAN,TYP

1/2" STIFFENER

PLATE, BOTH

SIDES

5/16

T/STL

PER PLAN

STANDARD AISC

SHEAR CONNECTION

T/STL

PER PLAN

COLUMN PER PLAN

NOTES:

1) SLAB NOT SHOWN FOR CLARITY

NOTES:

1) SLAB NOT SHOWN FOR CLARITY

1/2" PLATE W/ (4) 5/8" DIA. BOLTS

5/16

BEAM PER PLAN

COLUMN PER PLAN

STANDARD AISC

SHEAR CONNECTION

1/4" CONTINUOUS BENT PLATE

6"

T/STL

PER PLAN

1/4 2-12

1/2" STIFFENER PLATES, BOTH SIDES

5/16

D

T/STL

PER PLAN

COLUMN PER PLAN

1/2" PLATE W/ (4) 5/8" DIA. BOLTS

BEAM PER PLAN,TYP

1/2" STIFFENER

PLATE, BOTH

SIDES

5/16

5/16

STANDARD AISC

SHEAR CONNECTION

T/STEEL

PER PLAN

E

SLOPED ROOF DECK PER PLAN

COLUMN PER PLAN

BEAM PER PLAN, TYP

STANDARD AISC SHEAR CONNECTION

T/STl

PER PLAN

1/4" CONT BENT PLATE 1/4"

E.5

COLUMN PER PLAN

SLOPED ROOF DECK PER PLAN

STANDARD AISC SHEAR CONNECTION, TYP

T/STEEL

PER PLAN

BEAM PER PLAN, TYP

1/4" CONTINUOUS BENT PLATE, 6"+6"

B

6" STUD TRACK. ENSURE PURLINS ARE

PLACED DIRECTLY OVERTOP OF

ARCHITECTURAL STUDS.

METAL ROOF

DECK

6" PURLINS SPACED

@ 4'-0" OC MAX 6" CONTINUOUS

STUD TRACK.

ATTACH WITH #10

SDS

3' - 2 1/4"

NOTES:

1. OVERHANG DIMENSIONS NEED TO BE COORDINATED

BETWEEN ARCH DRAWINGS AND TRUSS MANUFACTURER.

BEAM PER PLAN

6" CONTINUOUS

STUD TRACK.

ATTACH TO TRUSS

WEB MEMBERS AS

REQUIRED WITH #10

SDS

V A

R

IE

S

ROOF TRUSS PER PLAN

3' - 8"

ROOF TRUSS PER PLAN

METAL ROOF DECK

6" PURLIN SPACED @ 4'-0" OC MAX

VARIES 4' - 0" 4' - 0"

NOTES:

1. OVERHANG DIMENSIONS NEED TO BE COORDINATED

BETWEEN ARCH DRAWINGS AND TRUSS MANUFACTURER.

INFILL W/ METAL STUD BLOCKING

BETWEEN PURLINS. FASTEN AT

12" OC MAX

14 GAGE TRACK W/ 2" LEG FOR

DECK SUPPORT. FASTEN DECK PER

TYPICAL DECK FASTENING

PATTERN DETAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C U s e rs

\a k e n n e d y \D o c u m e n ts

\1 .5

G re e n H o m e s S tr u c v a k e n n e d y g u id o n d e s ig n .c o m

.r v t

/7

/2

:1

:2

P M

SF502

FRAMING SECTIONS AND DETAILS

GUIDON DESIGN INC.

1221 North Pennsylvania St

Indianapolis, Indiana 46202

317.800.6388

CMTA

10411 Meeting Street

Prospect, Kentucky 40059

CONSTRUCT TWO NEW GREEN

HOMES 7 & 8

1900 E. MAIN ST., DANVILLE, IL 61832

550-319

134 & 135

04/09/2020 MAV ADK

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

502.326.3085

SCALE: 3/4" = 1'-0"SF502

1 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

2 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

3 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

4 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

5 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

6 FRAMING SECTION

SCALE: 3/4" = 1'-0"SF502

7 FRAMING SECTION

SCALE: 1/2" = 1'-0"SF502

8 OVERHANG FRAMING

SCALE: 1/2" = 1'-0"SF502

9 TYPICAL OVERHANG FRAMING

ARCHITECTURAL ABBREVIATIONS

SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

DRAWING NUMBER

SHEET

LOCATION

DETAIL REFERENCE

OBJECT

REFERENCED

OBJECT

REFERENCED

X

XXXX

X

XXXX

SCALE: ??

VIEW TITLE

N

NORTH ARROW

INCANDESCENT WALL MOUNTED LIGHTING

INCANDESCENT SURFACE MOUNT LIGHTING

SURFACE MOUNTED FLUORESCENT

RECESSED FLUORESCENT

HVAC RETURN AIR GRILLE

HVAC SUPPLY DIFFUSER

PENDANT LIGHT

ACCESS PANEL

EXIT LIGHTING

S

D

SPEAKER

SMOKE DETECTOR

INCANDESCENT RECESSED LIGHTING

A 9'-0"

CEILING TAG CEILING TYPE

FINISHED CEILING HEIGHT

REFER TO CEILING LEGEND FOR MORE

INFORMATION

EXTENT OF REVISION

REVISION SET

MECH/ELEC ITEMS: REFER TO MEP SHEETS AS APPLICABLE

REFLECTED CEILING PLAN SYMBOLS

DETAIL/DRAWING SCALE

TITLE OF DETAIL/DRAWING

DETAIL/DRAWING NUMBER

SHEET NUMBER

A/C AIR CONDITION

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACS DR ACCESS DOOR

ACS FLR ACCESS FLOOR

ACS PNL ACCESS PANEL

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADC AUTOMATIC DOOR CLOSER

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AHU AIR HANDLING UNIT

AIA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMP AMPERE

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ATCH ATTACHMENT

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AVG AVERAGE

AW ACID WASTE

AWI ARCHITECTURAL WOODWORKING INSTITUTE

AWS AMERICAN WELDING SOCIETY

AWT ACOUSTICAL WALL TREATMENT

B PL BASE PLATE

BALC BALCONY

BAT BATTEN

BB BULLETIN BOARD

BD BOARD

BEV BEVEL

BI FLD DR BIFOLDING DOORS

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKG BLOCKING

BLKT BLANKET

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BRZ BRONZE

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C CELSIUS CHANNEL OR CHANNEL CELSIUS

C CONC CAST CONCRETE

C TO C CENTER TO CENTER

CAB CABINET

CB CORNER BEAD

CBB CEMENTITIOUS (BACKER) BOARD

CC CUBIC CENTIMETER

CCTV CLOSED CIRCUIT TELEVISION

CCW COUNTERCLOCKWISE

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CH BD CHALKBOARD

CHEM CHEMICAL

CHFR CHAMFER

CI CAST IRON

CIP CAST-IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNR CORNER

CNTR COUNTER

CO CARBON MONOXIDE, CLEANOUT

CO₂ CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMM COMMUNICATION

COMP COMPONENT

CONC CONCRETE

COND CONDENSER OR CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CPT CARPET

CRS COLD ROLLED STEEL

CS CAST CONCRETE STONE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSK COUNTER SUNK

CSMT CASEMENT

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTG COATING

CTR CENTER

CTRL CONTROL

CTV CABLE TELEVISION

CU COPPER C

CU FT CUBIC FEET

CU IN CUBIC INCH

CU YD CUBIC YARD

CURT CURTAIN

CYL CYLINDER

CYL L CYLINDER LOCK

N NORTH

NA NOT APPLICABLE

NAT NATURAL

NATL NATIONAL

NC NOISE CRITERIA

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NEUT NEUTRAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

NRP NONREMOVABLE

NS NARROW STILE

NUM NUMERAL

O/O OUT TO OUT

O OXYGEN

OA OUTSIDE AIR OR OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OR OUTSIDE DIMENSION

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OFD OVERFLOW DRAIN

OFF OFFICE

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OH DR OVERHEAD (COILING) DOOR

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OPERATING ROOM OR OUTSIDE RADIUS

ORD ORDNANCE OR OVERFLOW ROOF DRAIN

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OUT OUTLET

OZ OUNCE

PAR PARALLEL OR PARAPET

PART PARTIAL

PAT PATTERN

PB PUSHBUTTON

PBD PARTICLEBOARD

PC PIECE, POLYCARBONATE OR PORTLAND CEMENT

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCD PAPER CUP DISPENSER

PCF POUNDS PER CUBIC FOOT

PCP PORTLAND CEMENT PLASTER

PED PEDESTAL

PEN PENETRATE

PEND PENDANT

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PGBD PEGBOARD

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

POLY POLYETHYLENE (PLASTIC)

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RA RETURN AIR

RAD RADIATOR

RB RESILIENT BASE OR RUBBER BASE

RB HK ROBE HOOK

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCP REFLECTED CEILING PLAN

RCVR RECEIVER

RD ROAD OR ROOF DRAIN

REC RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE OR REFRIGERATOR

REFR REFRACTORY REFRIGERATION OR REFRIGERATION

REFRACTORY

REG REGISTER

REINF REINFORCE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RF RADIO FREQUENCY

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RV ROOF VENT

RVS REVERSE

RWD REDWOOD

RWL RAIN WATER LEADER

W/ WITH

W/O WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WC WALL COVERING OR WATER CLOSET

WC WL HNG WATER CLOSET, WALL HUNG

WCHR WATER CHILLER

WCL WL MTD WATER COOLER, WALL HUNG

WD WOOD

WDW WINDOW

WF WIDE FLANGE

WFAB WALL FABRIC

WFR WOOD FRAME

WFS WOOD FURRING STRIPS

WH WATER HEATER

WHSE WAREHOUSE

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WSCT WAINSCOT

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOARD (INSULATION)

YD YARD

YR YEAR

GENERAL CONSTRUCTION NOTES

1. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING REVIT®

SOFTWARE IN A MICROSOFT WINDOWS ENVIRONMENT. A BUILDING INFORMATION

MODEL (BIM) HAS BEEN DEVELOPED FOR DESIGN COMMUNICATION. THE MODEL

DOES NOT CONTAIN COMPLETE INFORMATION FOR USE IN COST ESTIMATING,

SYSTEMS PERFORMANCE, COORDINATION, SCHEDULING, OR FACILITIES

MANAGEMENT.

2. THE CONTRACT DOCUMENT DRAWINGS HAVE BEEN PREPARED USING THE

CONSTRUCTION SPECIFICATIONS INSTITUTE'S UNIFORM DRAWING SYSTEM AND THE

NATIONAL CAD STANDARD AS GUIDES.

3. DISCREPANCIES IN THE CONTRACT DOCUMENTS SHALL BE IMMEDIATELY BROUGHT

TO THE ATTENTION OF THE ARCHITECT AND OWNER’S REPRESENTATIVE/COR.

CONTRACTOR SHALL PROVIDE THE HIGHER GRADE OF QUALITY AND/OR GREATER

QUANTITY OF WORK WHEN BIDDING IF A CLARIFICATION CAN NOT BE OBTAINED BY

THE BID DUE DATE.

4. CONTRACTOR IS RESPONSIBLE FOR COORDINATING SCOPE OF WORK WITH

OWNER’S REPRESENTATIVE/COR AND VARIOUS FACILITY PERSONNEL INVOLVED

WITH UTILITY SHUT DOWN, INFECTION CONTROLS, OCCUPANT/EMPLOYEE SAFETY,

ACCESS CONTROL, ETC.

5. ANY INDICATION OF PROJECT LIMITS OR BOUNDARY OF DEMARCATION ARE SHOWN

FOR THE CONVENIENCE OF THE CONTRACTOR, THE FULL SCOPE OF THE PROJECT

LIMIT OF BOUNDARY REQUIRES COORDINATION WITH THE DESIGN SCOPE OF WORK

AND ACCESS TO EXISTING UTILITIES FOR TIE IN.

6. DRAWINGS ARE PREPARED FROM FIELD VERIFICATION, EXISTING FACILITY DRAWING

BASE FILES, AND USING DIMENSIONS, CONFIGURATIONS AND DETAILS OF SPECIFIC

MANUFACTURERS AS A BASIS OF DESIGN. CONTRACTOR IS RESPONSIBLE FOR

VERIFICATION OF ACTUAL DIMENSIONS, THE COORDINATION OF THE DETAILS WITH

THE PRODUCTS WHICH ARE PROVIDED PER THE SCOPE OF THE SPECIFICATIONS

AND THE SURROUNDING CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS,

ROUGH-IN DIMENSIONS, CONNECTIONS, AND OVERALL INSTALLATION

REQUIREMENTS.

7. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETION OF THE ENTIRE SCOPE OF

WORK OUTLINED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS RESPONSIBLE

FOR THE COORDINATION OF ALL SUB-CONTRACTORS AND THE SCOPE OF WORK

THEY PROVIDE. SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR FULL SCOPE OF

WORK WITHIN THE CONTRACT DOCUMENTS, TRADES ARE NOT SEGMENTED TO ONLY

CERTAIN SHEETS AND SPECIFICATIONS, CROSS COORDINATION IS REQUIRED.

8. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR

UNDERSTANDING INFORMATION OUTLINED IN THE SPECIFICATIONS, KEY NOTES,

GENERAL NOTES, LEGEND, CODES, ETC., PROVIDED IN THE CONTRACT DOCUMENTS.

9. CONTRACTOR AND SUB-CONTRACTORS ARE BOTH RESPONSIBLE FOR PROVIDING

AND MAINTAINING SMOKE/FIRE RATINGS OF NEW CONSTRUCTION AND EXISTING

CONSTRUCTION AS INDICATED ON DRAWINGS. THIS INCLUDES PATCHING

PENETRATIONS IN SHAFTS, WALLS, SLABS AND ROOF. ONLY U.L. APPROVED

METHODS, MATERIALS AND INSTALLATION ARE ACCEPTABLE.

10. MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL DRAWINGS SHOW

INFORMATION IN A DIAGRAMMATIC FASHION WITHOUT DIMENSIONING. THE GENERAL

CONTRACTOR IS TO COORDINATE THE LOCATIONS OF ALL MECHANICAL, PLUMBING

AND ELECTRICAL EQUIPMENT WITH RESPECT TO THE ARCHITECTURAL AND

STRUCTURAL DETAILING OF SHAFTS, CHASES, CEILING CONSTRUCTION, ETC.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS IDENTIFIED AND NOT

IDENTIFIED IN THE CONTRACT DOCUMENTS WITH THE EXISTING AND NEW

CONSTRUCTION ELEMENTS. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION

BETWEEN THE CONTRACT DOCUMENTS, INSTALLED AND UNINSTALLED

CONSTRUCTION BEFORE THE ORDERING OF MATERIALS AND EQUIPMENT. NOTIFY

ARCHITECT AND OWNER’S REPRESENTATIVE/COR OF ANY DISCREPANCIES OR

MISSING DIMENSIONS.

12. DO NOT SCALE THE DRAWINGS. DRAWING SCALES AS INDICATED ARE FOR GENERAL

ORIENTATION AND CONTEXT ONLY.

13. THE TERM "ALIGN" MEANS TO INSTALL DIFFERENT/SIMILAR COMPONENTS OF

CONSTRUCTION TO PROVIDE A FLUSH FINISH SURFACE.

14. ALL DIMENSIONS INDICATED ARE TO FACE OF EXISTING MEMBERS, FACE OF NEW

STRUCTURAL MEMBERS, FACE OF NEW MASONRY, FACE OF NEW STUDS OR COLUMN

GRID LINES UNLESS NOTED OTHERWISE.

15. FLOOR ELEVATION 100’-0" IS EQUAL TO THE USGS FINISH FLOOR ELEVATION UNLESS

OTHERWISE NOTED.

16. ROUGH OPENINGS SHALL ALLOW FOR SHIM SPACE.

17. CONTRACTOR TO PROVIDE WORK WHERE DETAILS AND NOTES ARE IDENTIFIED AS

“TYPICAL” OR “SIMILAR” EACH INSTANCE THAT IS THE SAME IN NATURE TO THE

DETAIL, AREA, OR ITEM REFERENCED.

18. PROVIDED WORK SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR.

CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY, MOUNTING,

INSTALLATION, NECESSARY BLOCKING AND ROUGH-IN.

19. INSTALLED WORK IS THE CONTRACTOR INSTALLING OWNER FURNISHED MATERIALS

AND EQUIPMENT. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF MATERIAL

DELIVERY, MOUNTING, INSTALLATION AND ROUGH IN.

20. FURNISHED WORK IS THE CONTRACTOR FURNISHING THE MATERIALS AND

EQUIPMENT TO THE OWNER. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

DELIVERY AND ROUGH-IN.

21. ALL PROVIDED WORK SHALL BE WITH NEW MATERIALS UNLESS SPECIFICALLY

CALLED OUT AS SALVAGED OR RELOCATED WITHIN THE CONTRACT DOCUMENTS.

22. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATED WITH THE PROJECT SHALL BE

FAMILIAR WITH THE RULES AND REGULATIONS OF THE OCCUPATIONAL SAFETY AND

HEALTH ACT, AND IMPLEMENT THOSE RULES AS THEY APPLY TO THIS PROJECT.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING ALL

UTILITY LINES. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALL DAMAGE TO

UTILITY LINES CAUSED BY CONSTRUCTION OPERATIONS AT NO COST TO THE

OWNER.

24. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING

REQUIRED DURING CONSTRUCTION.

25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ADJACENT

CONSTRUCTION, FINISHES, EQUIPMENT, AND TRAVEL ROUTE TO AND FROM THE

CONSTRUCTION SITE. ANY DAMAGE OR UNACCEPTABLE WEAR BY THE

CONSTRUCTION TEAM SHALL BE REPAIRED/REPLACED BY THE CONTRACTOR AT NO

COST TO THE OWNER.

26. IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG THE CONTRACT

DRAWINGS, THE BETTER QUALITY, MORE STRINGENT REQUIREMENTS OR GREATER

QUALITY OF WORK, AS DETERMINED BY THE COR, SHALL BE PROVIDED.

27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND COORDINATING HARDWARE,

ACCESS CONTROL AND AUTOMATIC OPERATORS ARE PROVIDED WITH COMPLETE

AND COMPATIBLE SYSTEMS REQUIRED FOR THEIR OPERATION. REFER TO DOOR

HARDWARE SCHEDULE, HARDWARE SPECIFICATIONS, AUTOMATIC OPERATOR

SPECIFICATIONS, ACCESS CONTROL SPECIFICATIONS AND ELECTRICAL DRAWINGS.

D DEPTH OR PENNY (NAIL)

D LABEL CLASS D DOOR

DAT DATUM

DB DECIBEL

DBL DOUBLE

DBL GLZ DOUBLE GLAZE

DC DIRECT CURRENT

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM OR DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIV DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DN DOWN

DR DOOR, DRAIN, DRESSING ROOM, OR DRIVE

DS DOWNSPOUT

DSGN DESIGN

DW DISHWASHER

DWG DRAWING

DWTR DUMBWAITER

E EAST

EA EACH

EFF EFFICIENCY

EFS EXTERIOR FINISH SYSTEM

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ERD EXISTING ROOF DRAIN

ESC ESCAPE OR ESCUTCHEON

ESCAL ESCALATOR

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

ETS EXPOSE TO STRUCTURE

EW EACH WAY

EWC ELECTRIC WATER COOLER

EWS EYE WASH STATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

F FAHRENHEIT OR FEMALE

FA FIRE ALARM

FAB FABRIC

FAC FACTOR

FACIL FACILITY

FAS FASCIA

FCO FLOOR CLEANOUT

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF&E FURNITURE, FIXTURE, AND EQUIPMENT

FH FLAT HEAD OR FLAT HEAD SCREWS

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHP FULL HEIGHT PARTITION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLUOR FLUORESCENT

FM FACTORY MUTUAL

FM-G FACTORY MUTUAL GLOBAL

FO FINISHED OPENING

FOC FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT, OR FRAME

FR SNK FLUSHING RIM SINK

FREQ FREQUENCY

FRMG FRAMING

FRP FIBER REINFORCED POLYESTER OR FIBERGLASS

REINFORCED PLASTIC

FRZ FREEZER

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FURN FURNISH OR FURNITURE

FUT FUTURE

FWC FABRIC WALLCOVERING

GA GAGE OR GYPSUM ASSOCIATION

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

GFRG GLASS-FIBER-REINFORCED GYPSUM

GFRP GLASS-FIBER-REINFORCED PLASTIC

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUED LAMINATED WOOD

GR FL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

GUT GUTTER

GYP GYPSUM

H HIGH

H PLAM HIGH PRESSURE PLASTIC LAMINATE

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIBB

HC HOLLOW CORE

HCWD HOLLOW CORE WOOD DOOR

HDBD HARDBOARD

HDNR HARDENER

HDO HIGH DENSITY OVERLAY

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HEX HEXAGON

HF HIGH FREQUENCY

HGR HANGER

HM HECTOMETER OR HOLLOW METAL

HMD HOLLOW METAL DOOR

HMDF HOLLOW METAL DOOR AND FRAME

HMF HOLLOW METAL FRAME

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HOSP HOSPITAL

HP HIGH PRESSURE OR HORSEPOWER

HS HEAT-STRENGTHENED (GLASS) OR HIGH STRENGTH

HSKPG HOUSEKEEPING

HST HOIST

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR CONDITIONING

HVY HEAVY

HW HOT WATER

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IAQ INDOOR AIR QUALITY

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

ID NO IDENTIFICATION NUMBER

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTERCOM INTERCOMMUNICATION

INTL INTERNATIONAL

IRMA INVERTED ROOF MEMBRANE ASSEMBLY

IWH INSTANTANEOUS WATER HEATER

JAN JANITOR

J-BOX JUNCTION BOX

JT JOINT

KD KILN DRIED OR KNOCKED DOWN

KIT KITCHEN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAM GL LAMINATED GLASS

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD BRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE OR LEFT HAND REVERSE

LATENT HEAT RATIO

LIB LIBRARY

LIN LINEAR

LINO LINOLEUM

LIQ LIQUID

LKR LOCKER

LKR RM LOCKER ROOM

LKWASH LOCKWASHER

LL LEAD LINED

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LR LIVING ROOM

LRG LARGE

LRV LOUVERED ROOF VENT

LS LUMP SUM

LT LIGHT

LT GA LIGHT GAGE

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVD LOUVERED

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MACH RM MACHINE ROOM

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MATV MASTER ANTENNA TELEVISION SYSTEM

MAX MAXIMUM

MB MACHINE BOLT

MCB METAL CORNER BEAD

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDICAL MEDIUM OR MEDIUM MEDICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MEZZ MEZZANINE

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFR REC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MIC MICROPHONE

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM MINUTE OR MINUTE MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

MLDG MOLDING (MOULDING)

MLWK MILLWORK

mm MILLIMETER

MO MASONRY OPENING OR MOTOR OPERATED

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MOPR MOP RACK

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

MW MICROWAVE

MWP MEMBRANE WATERPROOFING

ARCHITECTURAL SYMBOLS

X

X

XXXX

SHEET LOCATION

VIEW NUMBER

X X

X

SHEET LOCATION

VIEW NUMBER

XXXX

BUILDING SECTION REFERENCE

DRAWING NUMBER

SHEET LOCATION

BUILDING X

XXXX

X

XXXX

ELEVATION REFERENCES

WALLS

S3A.G

INDICATES STRUCTURAL MATERIAL

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND FINISH HEIGHTS

INDICATES QUALIFER

ROOM

ROOM TAG

DOORS

SA SUPPLY AIR

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SAT SUSPENDED ACOUSTICAL TILE

SATC SUSPENDED ACOUSTICAL TILE CEILING

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SC SHADING COEFFICIENT OR SOLID CORE

SCH SCHOOL

SCHED SCHEDULE

SCHEM SCHEMATIC

SCP SCUPPER

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SCWD SOLID CORE WOOD DOOR

SD SHOP DRAWINGS, SMOKE DETECTOR OR SOAP

DISPENSER

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGD SLIDING GLASS DOOR

SGL SINGLE

SHR SHOWER

SHR HD SHOWER HEAD

SHRD SHOWER DRAIN

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SK SKETCH

SKLT SKYLIGHT

SLD WDW HORIZONTAL SLIDING WINDOW

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SMK SMOKE

SND SANITARY NAPKIN DISPENSER

SND INS SOUND INSULATION

S SOUTH

SNDU SANITARY NAPKIN DISPOSAL UNIT

SPEC SPECIFICATION

SPKLR SPRINKLER

SPKR SPEAKER

SPLY SUPPLY

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS SANITARY SEWER OR SERVICE SINK

SST STAINLESS STEEL

ST STAIRS OR STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIF STIFFENER

STL STEEL

STL LNTL STEEL LINTEL

STL RF DK STEEL ROOF DECK

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SV SHEET VINYL

SW SWITCH

SWDR SWING DOOR

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TA TOILET ACCESSORY

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT OR TOWEL BAR

TCA TILE COUNCIL OF AMERICA

TCP TELEPHONE CONTROL PANEL OR TEMPERATURE

CONTROL PANEL OR TRAFFIC CONTROL PLAN

TD TOWEL DISPENSER

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORARY

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TK BD TACKBOARD

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPH TOILET PAPER HOLDER

TR TOWEL RACK

TRANS TRANSOM

TRANS WD FIN TRANSPARENT WOOD FINISH

TRTD TREATED

TS TENSILE STRENGTH OR TUBE STEEL

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

U HEAT TRANSFER COEFFICIENT

UC UNDERCUT

UCD UNDERCUT DOOR

UGND UNDERGROUND

UL UNDERWRITERS LABORATORIES

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UNINTERRUPTIBLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV ULTRAVIOLET

V VOLT

VAC VACUUM

VAR VARIES

VCT VINYL COMPOSITION TILE OR VITRIFIED CLAY TILE

VEH VEHICLE

VENT VENTILATION

VERT VERTICAL

VEST VESTIBULE

VFAT VINYL FACED ACOUSTICAL TILE

VIC VICINITY

VID VIDEO

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VOLT VOLTAGE

VP VENEER PLASTER

VR VAPOR RETARDER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

VWF VINYL WALL FABRIC

REVISION TO PLAN CALLOUT

DOOR TAG

KEY NOTE TAGS

WALL TAG : REFER TO WALL LEGEND FOR MORE INFORMATION

PT-1

A

T

101 EQUIPMENT/FURNITURE TAG

FINISH INDICATION

FRAME / WINDOW

GLAZING

1 PLAN NOTE

ALTERNATE/BID DEDUCT ITEM

KEY NOTE SYMBOLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.5

G re e n

H o m e s v d c h ri s te n s e n M

N F

X

.r v t

/1

/2

:4

:5

A

M

AE001

ARCHITECTURAL SYMBOLS AND

ABBREVIATIONSGUIDON DESIGN, INC.

1221 N. Pennsylvania Street

Indianapolis, Indiana 46202

317.800.6388

CMTA

10411 Meeting Street

Prospect, Kentucky 40059

502.326.3085

CONSTRUCT TWO NEW GREEN

HOMES 7 & 8

1900 E. MAIN ST., DANVILLE, IL 61832

550-319

7 & 8

04/09/2020 JF DMC

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

WALL TYPES LEGEND AND GENERAL NOTES

A. ALL WALLS WILL BE WALL TYPE S3C.G UNLESS OTHERWISE NOTED.

B. ALL WALL TYPE INDICATORS REFER TO THIS SHEET UNLESS OTHERWISE

NOTED.

C. REFER TO DIMENSION PLANS FOR PARTITION TYPE LOCATIONS.

PARTITIONS ARE DISTINGUSHED ON PLANS BY SYMBOL DESIGNATION

GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH. NOT ALL

PARTITIONS ON THIS SHEET MAY BE USED. REFER TO PARTITION TYPE

SCHEDULE ON THIS SHEET FOR PARTITIONS USED ON THIS PROJECT.

D. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD, OR TO FACE

OF BLOCK. REFER TO PARTITION S3C.G FOR PARTITION WIDTH

DIMENSIONS.

E. ALL WALLS TO BE 16" O.C. UNLESS OTHERWISE NOTED.

F. REFER TO SPECIFIATIONS AND TO TABLE ON THIS SHEET FOR MINIMUM

STUD GAUGE, MAXIMUM SPACING AND ALLOWABLE LIMITING HEIGHT

DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES AND REQUIRED

FINISHES. FOR WALLS WHERE STUDS ARE ATTACHED TO STRUCTURE

ABOVE, PROVIDE CROSS BRACING AS NECESSARY MEETING THE CRITERIA

INDICATED TO ACCOMMODATE THE SPECIFIED DEFLECTION CRITERIA OF

THE WALL.

G. ALL INTERIOR NON-BEARING STUDS TO BE DESIGNED FOR A DEFLECTION

EQUAL TO BUT NOT GREATER THAN L/240, UNLESS FULL HEIGHT FINISH IS

DETERMINED TO BE FRAGILE OR BRITTLE, THEN DEFLECTION TO BE L/360.

EXAMPLES OF FRAGILE FINISHES WOULD INCLUDE BUT NOT LIMITED TO

ANY TYPE OF WALL TILE, PLASTER OR PLASTER SKIM COAT.

H. ALTHOUGH WALL STUD SIZES ARE LISTED ON PLANS AND WALL TYPE //

XXX.X // IN AREAS WHERE STUDS ARE TO STRUCTURE ABOVE OR HIGH

AREAS, CONTRACTOR TO VERIFY SIZED INDICATED IS ADEQUATE FOR

HEIGHT LISTED. PROVIDE ADEQUATE SIZE STELL STUD FRAMING AND

NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO FABRICATION OR

INSTALLATION.

I. KING STUDS AT DOOR FRAMES TO BE 18 GA. UNLESS OTHERWISE NOTED.

J. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD FOR ALL OTHER WALL

CONSTRUCTION, UNLESS OTHERWISE NOTED.

K. PROVIDE 5/8" TYPE "X" GYPSUM WALLBOARD IN BULKHEAD CONSTRUCTION.

L. REFER TO LIFE SAFETY PLANS FOR LOCATOINS AND RATINGS OF SMOKE

AND FIRE RATED PARTITIONS. REFERENCE TEST NUMBERS APPLY ONLY TO

PARTITIONS INDICATED TO BE RATED.

M. FIRE RATING TEST NUMBERS ARE FOR UNDERWRITER'S LABORATORIES

(UL) ASSEMBLIES UNLESS OTHERWISE NOTED.

N. FIRE RESISTANT RATED PARTITIONS SHALL EXTEND TO THE INSIDE FACE

OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

O. SEAL ALL OPENINGS, GAPS, PENETRATIONS, AND JOINTS IN PARTIONS

TYPES AS FOLLOWS:

a. FIRE RATED PARTITIONS: SEAL IN ACCORDANCE WITH THE

REQUIREMENTS SPECIFIED FOR THROUGH PENETRATION

FIRESTOP SYSTEMS AND FIRE RESISTIVE JOINT SYSTEMS.

b. SMOKE TIGHT PARTITIONS: SEAL COMPLETELY WITH

ELASTOMERIC SEALANT. FOR THE LOCATION AND EXTENT OF

PARTITIONS, DESIGNATED AS "SMOKE TIGHT", REFER TO THE LIFE

SAFETY DRAWINGS.

c. ALL OTHER LOCATIONS: SEAL AS INDICATED AND REQUIRED

ELSEWHERE BY THE CONTRACT DOCUMENTS.

P. INSULATION HEAD CONDITIONS AT FLOOR / ROOF DECK:

a. FIRE RESISTANT RATED PARTITIONS SHALL USE MINERAL WOOL

INSULATION AND APPROPRIATE FIRE RATED SEALANT.

b. NON-RATED PARTITIONS REQUIRING SOUND ATTENUATION SHALL

USE SOUND ATTENUATION BATTS (SAB).

Q. PROVIDE STENCILED IDENTIFICATION FOR RATED PARTITIONS.

R. STC RATING APPLIES WHERE PARTION TAG QUALIFIER INDICATES WITH AN

"i". PROVIDE SOUND ATTENUATION BATTS OF THICKNESS INDICATED ON

SCHEDULE WHERE INDICATED BY QUALIFIER.

S. FOR PARTITIONS WITH STC RATINGS INDICATED SOUND ATTENUATION

BATTS TO EXTEND FULL HEIGHT OF PARTITION UNLESS OTHERWISE

NOTED. FLOOR TRACK TO BE SET IN A CONTINUOUS BED OF SEALANT.

T. WHERE PARTITION TYPE INDICATES SOUND ACOUSTICAL BAT, WITH FINISH

BOARD GOING TO DECK ON ONE SIDE ONLY, PROVIDE VAPOR BARRIER TO

SECURE INSULATION IN PLACE.

U. REFER TO DIMENSIONED PLANS FOR REFERNECE SYMBOLS INDICATING

THE EXTENT OF RADIATION PROTECTION.

V. WHERE RADIATION PROTECTION SCHEDULE INDICATES LEAD LINED

GYPSUM BOARD AT FIRE RESISTANCE RATED ASSEMBLIES, INSTALL PER

UL-U430 (60 MINUTES & 120 MINUTES).

W. PROVIDE 5/8" MOISTURE/MOLD RESISTANT GYPSUM BOARD IN SOILED

ROOMS, BATHROOMS, TOILET ROOMS, ON WALLS BEHIND PLUMBING

FIXTURES, AND IN ALL WET LOCATIONS EXCEPT IN SHOWER AREA.

X. PROVIDE 5/8" CEMENTITIOUS BACKER BOARD BEHIND CERAMIC WALL TILE &

SHOWER AREA. COORDINATE LOCATIONS WITH FINISH WALL PLANS.

Y. PROVIDE CORNER AND END WALL FRAMING AS DETAILED ON AE002.

WALL TAG LEGEND X#X.#

INDICATES STRUCTURAL MATERIAL

CH = SHAFT WALL

F = FURRING

S = STEEL

M = MASONRY

W = WOOD

INDICATES NOMINAL SIZE

INDICATES STRUCTURE AND

FINISH HEIGHTS

QUALIFIER'S (X-X-X)

G GYPSUM BOARD FINISH

1SB 1 HR RATED SMOKE BARRIER

2SB 2 HR RATED SMOKE BARRIER

1F 1 HR FIRE RATED

2F 2 HR FIRE RATED

i SOUND INSULATION t THERMAL INSULATION

B BULLET RESISTANT

L LEAD LINED

M MESH (STEEL SECURITY MESH)

MR MOIST/MOLD RESISTANT GYPSUM

SP SMOKE PARTITION

TB TILE BACKER CEMENT BOARD

A = STRUCTURE TO DECK, FINISH TO DECK

B = STRUCTURE TO DECK, FINISH ONE SIDE TO DECK

C = STRUCTURE TO DECK, FINISH TO ABOVE CEILING

D = STRUCTURE TO ABOVE CEILING, FINISH TO ABOVE CEILING

P = PARTIAL HEIGHT WALL

U = STRUCTURE TO UNDERSIDE OF CELING, FINISH TO UNDERSIDE OF CEILING

*SEE WALL TYPES FOR PROJECT SPECIFIC CONSTRUCTION

CH

2 1/2" 4" 6"

F 7/8

1 1/2" 2 1/2" 3 5/8"

4" 6" 8" 12"

S

2 1/2" 3 5/8"

4" 6" 8" 12"

M

2 5/8" 3 5/8" 5 5/8" 7 5/8" 11 5/8"

W

3/4"

3 1/2"

5 1/2" 7 1/4" 11 1/4"

" 1 HR FIRE/SMOKE

10'-0" MAX 10'-0" MAX

A. LETTERED STENCILS SHALL BE APPLIED TO EACH SIDE OF RATED PARTITIONS

AT 10'-0" INTERVALS; BUT NO LESS THAN ONCE PER PARTITION LENGTH.

B. USE THE FOLLOWING LANGUAGE FOR STENCILS:

"1 HR FIRE/SMOKE" "1 HR FIRE"

"2 HR FIRE/SMOKE" "2 HR FIRE"

"LIMIT TRANSFER OF SMOKE"

PERMANENT RED PAINT

LETTERING, TYP.

CEILING LINE

STENCILING NOTESWALL TYPES

S2A.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3A.G 3 5/8" 4 7/8"

NA

NANANANA

S6A.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

S2B.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3B.G 3 5/8" 4 7/8"

NA

NA34NANA

S6B.G 6" 7 1/4" NA37NANA

3 5/8" 4 7/8" SMOKE PARTITIONNANANA

S6B.SP 6" 7 1/4" NANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

SMOKE PARTITION

6"

S3B.SP

S2C.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3C.G 3 5/8" 4 7/8"

NA

NANANANA

S6C.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

6"

S2D.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 3/4" NA NA NA

COMMENTS

S3D.G 3 5/8" 4 7/8"

NA

NANANANA

S6D.G 6" 7 1/4" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

6"

CH2A.1F 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 1/8" 1 HR. U499 42

COMMENTS

CH4A.1F 4" 4 5/8"

NA

NA47U4991 HR.

CH6A.1F 6" 6 5/8" NA47U4991 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

CH STEEL STUDS @ 24" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

1" TYPE C GYP LINER PANEL

INSULATION PRESENT WITH QUALIFER (i OR t)

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

1"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

F2D.G 2 1/2"

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

3 1/8" NA NA NA

COMMENTS

F3D.G 3 5/8" 4 1/4"

NA

NANANANA

F6D.G 6" 6 5/8" NANANANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

5/8"

FINISH DIMENSION

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

6"

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

INSULATION PRESENT WITH QUALIFER (i OR t)

EXISTING WALL / COLUMN, VIF.

F0D.G 7/8" 1 1/2" NA NA NA

F1D.G 1 1/2" 2 1/8"

HAT CHANNEL @ 24" O.C.

NANANA HAT CHANNEL @ 24" O.C.

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

M8A.G 7 5/8" 10 5/8" NA44NANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

STRUCTURAL DIMENSION

FINISH DIMENSION

CEILING, MAYBE PRESENT

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

M8A.2FG 7 5/8" 10 5/8" NA55U9052 HR.

8" X 8" X 16" CMU - CLASS D-2 BLOCK

PROVIDE 1" MIN GAP TO ALLOW FOR

SLIP MOVEMENT

CONTINUOUS STEEL ANGLE

GROUT CORE SOLID AS REQUIRED BY

STRUCTURAL

VERTICAL REBAR AS REQUIRED BY STRUCTURAL

INSULATION PRESENT WITH QUALIFER (i OR t)

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.1F 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1F 6" 7 1/4" NA40U4651 HR.

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

FILL FLUTES OF DECK WITH FIRE SAFING

AT FIRE RATED WALLS

INSULATION PRESENT WITH QUALIFER (i OR t)

S3A.1SB 3 5/8" 4 7/8" NA40U4651 HR.

S6A.1SB 6" 7 1/4" NA40U4651 HR.

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3P.G 3 5/8" 4 7/8"" NANANANA

S6P.G 6" 7 1/8"" NANANANA

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

5/8"

FINISH DIMENSION

R E

: P

LA

N

V A

R

IE

S V

A R

IE

S

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

WOOD BLOCKING

STEEL CHANNEL

FINISH CAP, RE: DETAIL

WALL TAG

STRUCTURAL

SIZE

FINISH DIM FIRE RATING UL DESIGN

MIN STC

RATING

COMMENTS

S3A.3Gi 3 5/8" 5 1/2" NA49NANA

6" 7 7/8" NA49NANA

LINE OF STRUCTURE ABOVE

LINE OF CEILING

LINE OF STRUCTURE BELOW

PLAN

5/8"

STRUCTURAL SIZE

1 1/4"

FINISH DIMENSION

5/8" TYPE X GYP BD (2 LAYERS ONE SIDE)

BEAD OF CONT. SEALANT

STEEL STUDS @ 16" O.C.

STEEL STUD BRACING @ 4'-0" O.C.

CEILING

DEEP LEG SLIP TRACK AT DECK

HOLD GYPSUM BACK FROM DECK FOR

DEFLECTION

INSULATION PRESENT WITH QUALIFER (i OR t)

S6A.3Gi

5/8" TYPE X GYP BD

BEAD OF CONT. SEALANT

M

IN6"

STEEL HAT FURRING @ 16" O.C.

SSMA NON-COMPOSITE STUDS

NOTE:

• TYPICAL LIMITING HEIGHTS-INTERIOR PARTITIONS, L/240 (5 PSF), WITH 5/8"GYPSUM BOARD EACH SIDE.

• PROVIDE DIAGONAL STUD BRACING AT ALL NON FULL HEIGHT INTERIOR PARTITIONS STAGGERED AT 48" O.C. TO DECK ABOVE. PROVIDE

STUD ATTACHMENT TO DECK W/ MIN. SPAN OF 2 DECK FLUTES. BRACING TO BE THE SAME SIZE AND GAUGE AS VERTICAL STUDS.

25 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 6'-11"1-5/8"

24" L/240 6'-0"162S125-18

16" L/240 9'-6"2-1/2"

24" L/240 8'-4"250S125-18

16" L/240 12'-5"3-5/8"

24" L/240 10'-10"362S125-18

16" L/240 13'-9"4"

24" L/240 12'-0"400S125-18

22 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-1"1-5/8"

24" L/240 7'-1"162S125-27

16" L/240 11'-2"2-1/2"

24" L/240 9'-9"250S125-27

16" L/240 14'-6"3-5/8"

24" L/240 12'-8"362S125-27

16" L/240 16'-1"4"

24" L/240 14'-0"400S125-27

20 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 8'-4"1-5/8"

24" L/240 7'-3"162S125-30

16" L/240 11'-7"2-1/2"

24" L/240 10'-1"250S125-30

16" L/240 15'-0"3-5/8"

24" L/240 13'-1"362S125-30

16" L/240 16'-8"4"

24" L/240 14'-7"400S125-30

16" L/240 22'-4"6"

24" L/240 19'-6"600S125-27

16" L/240 23'-1"6"

24" L/240 20'-2"600S125-30

18 GA. STUDS (NON-COMPOSITE)

STUD WIDTH STUD SPACING ALLOW. DEFLECTION HEIGHT

16" L/240 13'-0"2-1/2"

24" L/240 11'-5"250S125-43

16" L/240 17'-5"3-5/8"

24" L/240 15'-3"362S125-43

16" L/240 18'-10"4"

24" L/240 16'-5"400S125-43

16" L/240 26'-1"6"

24" L/240 22'-10"600S125-43

HIGH PRIORITY PARTITION

LOWER PRIORITY PARTITION

HIGH PRIORITY CEILING /

ROOF ASSEMBLY

LOWER PRIORITY PARTITION

RATING

3 HOUR ASSEMBLY

2 HOUR ASSEMBLY

1 HOUR ASSEMBLY

SMOKE-RATED ASSEMBLY

NON-RATED ASSEMBLY

PRIORITY

NOTE: LOWER NUMBER, HIGHER PRIORITY

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PARALLEL NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

6"

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL# HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL# HWS0001

Z-CLIPS 2" WIDTH

BOTTOM OF METAL DECK

LIGHT GAUGE FRAMING DEFLECTION TRAK,

CONFORMING TO UL# HW-D-0060

5/8" TYPE X GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL# U465

METAL STUD

PERPENDICULAR NOTE:

NON-RATED CONSTRUCTION SIMILAR W/O

FIRE SAFING & SCRIBING BYP. BD. TO DECK

INSULATION STUFFED INSIDE BOX

METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

20 GA. METAL STUDS WRAPPED WITH

20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO DECK

INSULATION STUFFED INSIDE BOX

METAL STUD FRAMING

CORNER BEAD AT ALL

OUTSIDE CORNERS (TYPICAL)

20 GA. METAL STUDS WRAPPED WITH

20 GA. TRACK ON BOTH SIDES,

CONTINUOUS FROM FLOOR TO DECK

3 HR FIRE RATED

2 HR FIRE RATED

1 HR FIRE RATED

1 HR SMOKE BARRIER

SMOKE PARTITION

2 HR SMOKE BARRIER

3 HR SMOKE BARRIER

WALL RATING LEGEND

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.5

G re e n

H o m e s v d c h ri s te n s e n M

N F

X

.r v t

/1

/2

:4

:5

A

M

AE002

WALL TYPES

GUIDON DESIGN, INC.

1221 N. Pennsylvania Street

Indianapolis, Indiana 46202

317.800.6388

CMTA

10411 Meeting Street

Prospect, Kentucky 40059

502.326.3085

CONSTRUCT TWO NEW GREEN

HOMES 7 & 8

1900 E. MAIN ST., DANVILLE, IL 61832

550-319

7 & 8

04/09/2020 JF DMC

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

WALL TYPE SCHEDULE

WALL TYPES USED IN THIS PROJECT

F0D.G

F2D.G

F2D.Gi

F3A.TB

F3D.G

F3D.MR

F3D.MRSP

F3D.TB

S3A.1Fi

S3A.2Fi

S3A.3Gi

S3A.3GiSP

S3A.G

S3A.Gi

S3A.GiMR

S3A.GiSP

S3C.G

S3C.GSP

S3D.G

S3D.GMR

S3D.GTB

S3P.G

S6A.2Fi

M8A.F2G

RATED WALL PRIORITY

NOT TO SCALE

RATED WALL PRIORITY

NOT TO SCALE

RATED WALL PRIORITY

NOT TO SCALE

DW

UP

DN

AE203

AE203

AE201

AE201

108 SF

VESTIBULE

(BSVT5)

452 SF

GARAGE

(BSGR1)

134 SF

STORAGE

(STGN2)

18 SF

O2 STORAGE

474 SF

SCREENED PORCH

(PSPH1)

660 SF

LIVING ROOM

(PSLR3)

864 SF

DINING

(PSDR3)

398 SF

KITCHEN

(RHKN4)

80 SF

PANTRY

(CSPY1)

194 SF

DEN

(PSDN2)

107 SF

BATH

19A

(TPG01)

167 SF

SPA

19B

(BTSH1)

51 SF

TOILET

(TNPG1)

52 SF

TOILET

27B

(TNPG1)

175 SF

STAFF LOUNGE

(LGST2)

71 SF

SOILED HOLDING

(CSUS3)

48 SF

JANITOR

(HAC)

90 SF

CLEAN SUPPLY

(CSUC1)

61 SF

MEDICATION

(CSMR1)

60 SF

CLEAN LINEN

(STCL1)

60 SF

HOUSEKEEPING

(BSHC1)

100 SF

EQUIP. STORAGE

(STMQ2)

88 SF

LAUNDRY

(LAU05)

94 SF

OFFICE

(OFF02)

CHARTING

188 SF

CORRIDOR / STORM

SHELTER

ELECTRIC FIREPLACE

ELECTRIC

FIREPLACE

95 SF

BATHROOM

23B

(TSPB1)

253 SF

BEDROOM

(BSHM1)

10 SF

CLOSET

23A

(CASC1)

119 SF

BATHROOM

22B

(TSPB1)

265 SF

BARIATRIC

(BSHM1)

9 SF

CLOSET

22A

(CASC1)

98 SF

BATHROOM

21B

(TSPB1)

298 SF

BEDROOM

(BSHM1)

9 SF

CLOSET

21A

(CASC1)

231 SF

BEDROOM

(BSHM1)

94 SF

BATHROOM

20B

(TSPB1)

9 SF

CLOSET

20A

(CASC1)

238 SF

BEDROOM

(BSHM1)

95 SF

BATHROOM

11B

(TSPB1)

8 SF

CLOSET

11A

(PSCL1)

9 SF

CLOSET

12A

(PSCL1)

95 SF

BATHROOM

12B

(TSPB1)

238 SF

BEDROOM

(BSHM1)

238 SF

BEDROOM

(BSHM1)

95 SF

BATHROOM

13B

(TSPB1)

95 SF

BATHROOM

14B

(TSPB1)

238 SF

BEDROOM

(BSHM1)

9 SF

CLOSET

13A

(PSCL1)

9 SF

CLOSET

14A

(PSCL1)

237 SF

BEDROOM

(BSHM1)

94 SF

BATH

16B

(TSPB1)

237 SF

BEDROOM

(BSHM1)

69 SF

VESTIBULE

(BSVT5)

93 SF

BATH

17B

(TSPB1)

69 SF

VESTIBULE

(BSVT5)

9 SF

CLOSET

16A

(PSCL1)

9 SF

CLOSET

17A

(PSCL1)

400 SF

CORRIDOR

53 SF

STORAGE

M8

B

2B

A

A

24 27B

27 28

303132

A

19A

A

A 20

A

A14

A

B

B

B

B

B

B

22B

33 34

17A 16A

A

B

A

17B 16B

B

1B

AI201

FD

FD

FD

FD

FD FD

FD

FD

FD

FD

M11

M

3'

- 0

CHARTING

CHARTING

47 SF

MECHANICAL

CLOSET

M11

35 SF

MECHANICAL

CLOSET

M12

AE311

AE311

AE312

AE302

AE302

C

C

C

C

F H H F

H

F

F

H

H

F

K K K K

A

A

A

A

H

F

F

H

H

F

F

H

H

F

L

1 1

FD

3'

- 0

AE501

AE501

AE501

AE501

AE501

AE501

AE501

Sim

AE501

Sim

TYP

AE301

AE303

AE501

AE501

A

A

SH

1620 SF

PATIO

AE303

AE303

A

A

RAMP

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

3'

- 0

AE502

AE502

AE312

AI204

AI202

1 2

AI202

AI203

AI203

AI204

AE502

AE502

Sim

AE502

37 SF

GARDEN STORAGE

AE502

AE501

AE501

AE501

AE501

AE501

AE501

AE501

316 SF

CORRIDOR

732 SF

CORRIDOR

615 SF

CORRIDOR

189 SF

CORRIDOR

C2C1

2A

1A

G2

2C

AE501

AE501

AE501

M8

AE312

AE312

AE313

AE311

8A

8B

AE204

AE204

H H H HHHHH

AE202

AE202

AE205

A A.2

B B.2 D E F G H J

C C.6

9.6

C.7C.5

7.1

9.1

H.6E.5D.5

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AI201

C

B

F

H

H

F

AE602

GT1

GT2

ARCHITECTURAL GENERAL NOTES

ARCHITECTURAL PLAN NOTES #

A. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION

AND ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED

INCLUDING NECESSARY FRAMING, BLOCKING, ETC.

B. ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE

WITH ALL REQUIREMENTS OF VA BARRIER FREE DESIGN GUIDELINES AND

ALL CODES AND REGULATIONS HAVING JURISDICTION, THE MOST

STRINGENT SHALL PREVAIL.

C. PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER VA BARRIER FREE

DESIGN REQUIREMENTS.

D. WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF

STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.

E. REFER TO SHEET QH101 FOR EQUIPMENT SCHEDULE AND INFORMATION.

F. REFER TO SHEET AI201 FOR ACCESSORIES TO BE PROVIDED IN THE

TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.

G. LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO

SPECIFICATIONS AND FLOORING MANUFACTURE'S TOLERANCES FOR

ADDITIONAL INFORMATION.

H. REFER TO SHEET CG101 FOR USGS FINISH FLOOR ELEVATION.

1. TRENCH DRAIN

2. BUILT-IN CABINETRY

3. PROVIDE BLOCKING 60"-80" AFF AND 24" TO EITHER SIDE OF TELEVISION

MOUNTING CENTER LINE. COORDINATE ELECTRICAL AND DATA ROUGH IN

WITH ENGINEERING DRAWINGS.

4. LOCATION FOR AUTOMATIC DOOR OPERATOR DOOR ACTUATOR. REFER TO

DOOR SCHEDULE AND ENGINEERING DRAWINGS FOR ADDITIONAL

INFORMATION.

5. REMOVABLE LOUVER

6. 2 HOUR FIRE RATED ACCESS PANEL (57"x57")

7. ROOF ACCESS LADDER - WALL MOUNTED. PROVIDE BLOCKING WHERE

REQUIRED

3 HR FIRE RATED

2 HR FIRE RATED

1 HR FIRE RATED

1 HR SMOKE BARRIER

SMOKE PARTITION

2 HR SMOKE BARRIER

3 HR SMOKE BARRIER

WALL RATING LEGEND

PROGRAMMED SQUARE FOOTAGE

NET LIVING SPACE: 5,844 SQ. FT.

NET UTILITY/SUPPORT SPACE: 2,684 SQ. FT.

CIRCULATION: 5,046 SQ. FT.

TOTAL: 13,574 SQ. FT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

C

U s e rs \d c h ri s te n s e n \D o c u m e n ts \1

.5

G re e n

H o m e s v d c h ri s te n s e n M

N F

X

.r v t

/1

/2

:4

:0

A

M

AE101

FIRST FLOOR ARCHITECTURAL

PLANGUIDON DESIGN, INC.

1221 N. Pennsylvania Street

Indianapolis, Indiana 46202

317.800.6388

CMTA

10411 Meeting Street

Prospect, Kentucky 40059

502.326.3085

CONSTRUCT TWO NEW GREEN

HOMES 7 & 8

1900 E. MAIN ST., DANVILLE, IL 61832

550-319

7 & 8

04/09/2020 JF DMC

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE101

1 FIRST FLOOR ARCHITECTURAL PLAN

N

DW

UP

DN

VESTIBULE

(BSVT5)

GARAGE

(BSGR1)

STORAGE

(STGN2)

O2 STORAGE

SCREENED PORCH

(PSPH1)

LIVI…