061096- Construct New Facilities Storage Building DRAWINGS.pdf

PROJECT LOCATION

DRAWING LIST

SHEET NO SHEET NAME DWG NO

GENERAL

G-001 COVER SHEET 1

G-100 SITE PLAN 2

STRUCTURAL

S-001 STRUCTURAL NOTES 3

S-100 STRUCTURAL PLANS AND DETAILS 4

S-200 FRAMING ELEVATIONS 5

ARCHITECTURAL

A-001 GENERAL NOTES, SYMBOLS, & ABBREVIATIONS 6

AE100 CONSTRUCTION PLANS 7

AE200 EXTERIOR ELEVATIONS & BUILDING SECTIONS 8

ELECTRICAL

ES100 ELECTRICAL SITE PLAN 9

E-100 ELECTRICAL PLAN 10

Grand total: 10

LOCATION MAP PROJECT IMAGE

MECHANICAL, ELECTRICAL, PLUMBING, &

FIRE PROTECTION ENGINEER:

RAM-TECH ENGINEERS, P.C.

6100 FAIRWAY DRIVE,

SYRACUSE, NY 13211

315.463.7716

CONSULTANT:

MARK DESCRIPTION DATE

SHEET NUMBER:

PROJECT NUMBER:

DESIGNED:

DRAWN:

CHECKED:

DATE:

FILE:

SCALE:

SHEET TITLE:

Sheet of

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

Copyright 2024 N. K. BHANDARI, Architecture & Engineering, P.C.

SHEET SIZE: 22" x 34"

AS NOTED

1020 7th North Street, Suite 130

Liverpool, NY 13088

Phone 315.428.1177 www.nkbpc.com

C

21 3 4 5

B

A

D

3/28/2025 9:33:46 AM

\\Nkbhandari\cad\PROJECTS\22446.02 SUNY Geneseo Storage Barn\DRAWINGS\MODEL\R24_22446.02 SG Facilities Storage Barn_Arch-central.rvt

22446.02

12-31-2024

DBH

JLHS

JLHS

COVER SHEET

G-001

C O

N S

T R

U C

T N

E W

F A

C

IL

IT

IE

S S

T O

R A

G E

B U

IL

D

IN

G

S U

N Y

G E

N E

S E

O C

O L L E

G E

C

IR

C L E

G

E N

E S

E O

N

E W

Y O

R K

1 10

1 COLLEGE CIRCLE, GENESEO, NEW YORK 14454

ARCHITECT, CIVIL ENGINEER, & STRUCTURAL ENGINEER:

N.K. BHANDARI, ARCHITECTURE &

ENGINEERING, P.C.

1020 7th NORTH STREET, SUITE 130

LIVERPOOL, NEW YORK 13088

315.428.1177

CONSTRUCT NEW

FACILITIES STORAGE BUILDING

SUNY GENESEO PROJECT NO. 061096

PROJECT CERTIFICATION:

TO THE BEST OF MY KNOWLEDGE, BELIEF AND

PROFESSIONAL JUDGMENT, THE DRAWINGS AND

SPECIFICATIONS WHICH COMPRISE THE

CONSTRUCTION DOCUMENTS FOR THE PROJECT

ARE IN COMPLIANCE WITH APPLICABLE CODES,

INCLUDING THE LATEST EDITIONS OF THE

INTERNATIONAL BUILDING CODE AND NFPA 101.

HEALTH, SAFETY AND ENVIRONMENTAL CONSULTING:

3495 WINTON PLACE,

BUILDING B, SUITE 4A

Rochester, NY 14623

ATLANTIC TESTING LABORATORIES

NKB PROJECT NO. 22446.02

LAND SURVEYORS:

135 OLD COVE ROAD, SUITE 210

LIVERPOOL, NEW YORK 13090

315.386.2776

THEW ASSOCIATES

G

G

G

G

G

G G

G

618.88

613.75

611.93

617.10

617.66

619.83 621.07

620.81

BB1

BB1

BB1

BB1

BB2 B

BB2

613.63

613.61

614.68

617.03

611.87

612.95

TB1

TB1

TB1

TB1

TB1

TB1

TB2

TB2

618.82

616.78

616.60

616.37

616.86

615.98

614.26

613.49

EG B

EG

EGEG

EG

EG

EG

EG2

EG2

EG2

EG2

EG2

EG2

EG2

EG2 EG3 B

EG3

EG3

EG3

EG3

EG3

EG3

621.94

619.84

619.52618.68

618.48

617.38

616.31 616.53

617.63

618.57

619.00

619.38

619.83

619.36

617.24 617.73

620.05

620.95

620.61

620.46

620.44

619.72

621.66

180181

200 201

EC

614.85

615.04

EA

EA

EA

EA

EA

EA PC

EA2

EA2

621.99

621.83

621.86

621.34

619.69

618.41

615.67 619.17

621.48

620.62

616.89

614.81

620.52

622.06

620.34

619.53

617.80

616.83

615.57

615.21

617.10

617.95

619.81

618.20 618.31

620.78

619.73

620.54

619.86 617.81

616.88

615.05

613.11

613.79

615.70

618.30

620.09

617.41615.24

612.67

612.38

614.10

615.20

616.31

616.41 616.12

617.24

618.68

618.31

617.02

619.58

620.61

621.43

CHLF1 B CHLF1

CHLF

CHLF

621.94 622.54

621.75

621.92

144 145

BLD B

BLD BLD

BLD CLS CHLF B

BLD2 BBLD2

BLD2 RECT

620.65

620.95 621.89

621.86

621.49620.70

620.78

139 140

261262

STAND PIPE

RAMP

RAMP

614.86

619.78

620.60

621.41

51" 44"

35"

31"

20"

14" 16"

24"

26"

21"

36"

41"

37"

33"

68"

65" 64"

68"

65"

63"

65"

65"

67"

64"

65"

68"

64"

66"

69"

C h a in L in k F e n c e

Chain Link Fence

Asphalt

Asphalt

Athletic Drive

WV

WV

FF=622.16

Concrete (Damaged)

FF=622.56

Asphalt (Damaged)

Maple Tree 24"

9 6

Elec. Pull box

Gravel

Tin Exterior

Wood Pole Barn

Metal Ramp

2" PVC

Standing Pipe

S to ra g e

Water Spigot

STA. 1

N: 1,020,545.02'

E: 1,351,595.38'

Elev: 621.89'

Mag NailBenchmark 1

N: 1,020,524.67'

E: 1,351,434.92'

Elev: 614.93'

"X" Chisled in Concrete

ALIGN

FFE = 617.50'

107' - 1" +/-

TEMPORARY

CONSTRUCTION ACCESS

POINT

PROVIDE 4"

PERFORATED &

CORRUGATED

UNDERDRAIN

SLOPED TO

DAYLIGHT

TEMPORARY 8' CHAIN LINK

FENCING ON STANCHIONS

8 6

SILT FENCE

BOX OUT AREA AND

PROVIDE 8" THICK

CRUSHER RUN GRAVEL

EXISTING GRAVEL

EXISTING CONCRETE

GRAVEL

BOLLARD

PROPOSED CONTOUR LINE

EXISTING/ DEMO CONTOUR LINE

TEMPORARY 8' CHAIN LINK CONSTRUCTION FENCING

UNDERDRAINAGE

CONSULTANT:

MARK DESCRIPTION DATE

SHEET NUMBER:

PROJECT NUMBER:

DESIGNED:

DRAWN:

CHECKED:

DATE:

FILE:

SCALE:

SHEET TITLE:

Sheet of

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

Copyright 2024 N. K. BHANDARI, Architecture & Engineering, P.C.

SHEET SIZE: 22" x 34"

AS NOTED

1020 7th North Street, Suite 130

Liverpool, NY 13088

Phone 315.428.1177 www.nkbpc.com

C

21 3 4 5

B

A

D

3/28/2025 9:33:48 AM

\\Nkbhandari\cad\PROJECTS\22446.02 SUNY Geneseo Storage Barn\DRAWINGS\MODEL\R24_22446.02 SG Facilities Storage Barn_Arch-central.rvt

22446.02

12/31/2024

DBH

JLHS

JLHS

SITE PLAN

G-100

C O

N S

T R

U C

T N

E W

F A

C

IL

IT

IE

S S

T O

R A

G E

B U

IL

D

IN

G

S U

N Y

G E

N E

S E

O

C O

L L

E G

E C

IR

C

L E

G

E N

E S

E O

N

E W

Y O

R K

2 10

1/8" = 1'-0"G-100

1 SITE PLAN

GENERAL SITE NOTES

1 REFER TO ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION.

2 COORDINATE WITH ELECTRICAL SCOPE FOR SUBGRADE ELECTRICAL WORK. REFER TO

ELECTRICAL DRAWINGS FOR MORE INFORMATION.

3 ALL SAW CUTS TO EXISTING PAVEMENTS TO BE CLEAN STRAIGHT AND PERPENDICULAR.

4 ALL MATERIALS INDICATED TO BE DEMOLISHED AND/OR REMOVED ARE TO BE LEGALLY

DISPOSED OF OFF SITE.

ANY ITEMS AREAS INDICATED TO REMAIN THAT ARE DAMAGED DURING CONSTRUCTION SHALL

BE RESTORED TO PRE-CONSTRUCTION CONDITION.

5 CONTRACTOR IS RESPONSIBLE FOR PROVIDING DOCUMENTATION OF PRECONSTRUCTION

CONDITION.

CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING ON-SITE UTILITIES PRIOR TO

COMMENCEMENT OF DEMOLITION ACTIVITIES.

6 CONTRACTOR IS RESPONSIBLE FOR NOTIFYING ARCHITECT AND/OR OWNER OF ITEMS

INDICATED TO BE SALVAGED WHICH ARE UNSATISFACTORY AND INCAPABLE OF BEING

REINSTALLED AT THE TIME OF REMOVAL.

7 CONTRACTOR IS RESPONSIBLE FOR ADJUSTING EXISTING UTILITY STRUCTURES TO REMAIN TO

ALIGN WITH NEW WORK WHERE APPROPRIATE.

8 WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT TRANSITION SHALL BE SMOOTH AND

FLUSH WITH NO GREATER THAN 1/4 INCH DIFFERENCE IN ELEVATION FROM 1 PAVEMENT TO

ANOTHER.

9 CONTRACTORS SHALL PROVIDE NEW FRESH TOPSOIL AND SOD TO REPAIR ALL LAWN AREAS

DAMAGED DURING CONSTRUCTION.

10 CONTRACTOR SHALL PROVIDE TEMPORARY ORANGE WEAVE OFF FENCING WITH REMOVABLE

STEEL STAKES TO PROTECT ANY RENEWED AND REPLANTED AREAS UNTIL THEY ARE

ESTABLISHED.

11 CONTRACTOR IS TO DOCUMENT VIA DIGITAL PHOTOS OR VIDEO ALL EXISTING CONDITIONS

PRIOR TO COMMENCEMENT OF WORK.

12 CONTRACTOR IS RESPONSIBLE FOR KEEPING THE EXISTING ROADWAY CLEAR AND USABLE.

CONTRACTOR TO USE THIS ROADWAY FOR CONSTRUCTION ACCESS. CONTRACTOR IS

RESPONSIBLE FOR DIRECTING TRAFFIC AND PEDESTRIANS ON ROADWAY.

CONSTRUCTION ACCESS NOTES

1 ALL CONSTRUCTION VEHICLES SHALL USE EXISTING ROADWAY AND ENTER WORK AREA AT

ACCESS POINT INDICATED ON PLAN. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY

DAMAGED ROADWAY DURING CONSTRUCTION ACTIVITY. CONTRACTOR IS PROHIBITED FROM

PARKING ANY VEHICLES ON THE EXISTING ROADWAY.

2 INSTALL TEMPORARY 8-FOOT CHAIN LINK CONSTRUCTION FENCING ON MOVABLE STANCHIONS

AND SECURE WITH SANDBAGS. INSTALL NEW ORANGE CONSTRUCTION FENCING AROUND

EXISTING TREES (OR OTHER STATIONARY ITEMS) IN ADDITION TO REGULAR CONSTRUCTION

FENCING.

3 INSTALL NEW SILT SOCK (FILTREXX SILTSOXX PRODUCT OR EQUIVALENT) FOR THE DURATION

OF THE CONSTRUCTION PROJECT FOR EROSION AND SEDIMENT CONTROL.

4 ALL EXISTING TREES AND SHRUBS ARE TO REMAIN AND BE PROTECTED DURING THE DURATION

OF THE CONSTRUCTION PROJECT. REFER TO GENERAL NOTES FOR MORE INFORMATION.

5 REFER TO GENERAL NOTES FOR SITE RESTORATION INFORMATION.

GRADING NOTES

1 CROSS SLOPE OF ROADWAY SHALL NOT EXCEED 2% (1/4 INCH PER FOOT) SLOPE OF PAVEMENT

IN DIRECTION OF TRAVEL NOT TO EXCEED 5% (1/2 INCH PER FOOT).

2 BRING GRADE UP TO EDGE OF NEW FOUNDATION. FEATHER AWAY AT MINIMUM 2% TO MEET

EXISTING GRADES.

3 REGRADE SOIL TO ALLOW FOR POSITIVE DRAINAGE AWAY FROM BUILDING AND NEW CONCRETE

PAVEMENT.

4 ALL AREAS WITHIN THE CONSTRUCTION ZONE AND THOSE AREAS DISTURBED OUTSIDE THE

CONSTRUCTION ZONE SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS AND SOD AT

COMPLETION OF CONSTRUCTION.

5 A 4-INCH PERFORATED UNDER DRAIN SHALL BE INSTALLED AROUND THE BUILDING AND TO

SLOPE 3% TOWARDS THE SOUTH SIDE OF THE BUILDING. UNDER DRAIN TO DAYLIGHT ONTO

GRASS LAWN AREA. COORDINATE GRADING WITH LOCATED UNDERGROUND UTILITIES. NOTIFY

THE ARCHITECT AND OWNER OF ANY CONDITION THAT PROHIBITS OR ALTERS ANY NEW

CONSTRUCTION.

SITE LEGEND

STRUCTURAL DESIGN CRITERIA

LOADS

PUBLIC ROOMS & CORRIDORS SERVING THEM

ROOF

100 PSF

20 PSF

SNOW:

GROUND SNOW LOAD, P

IMPORTANCE FACTOR, I

t

62 PSF

52 PSF

1.0

SLOPED ROOF, DRIFTING & SLIDING PER ASCE 7

SEISMIC:

IMPORTANCE FACTOR, I e 1.0

0.22g

0.09g

0.15g

0.06g

D

B

S

MS

S

S

DS

S

M1

D1

SITE CLASS

SEISMIC DESIGN CATEGORY:

ANALYSIS PROCEDURE:

SEISMIC FORCE-RESISTING SYSTEM & COEFFICIENTS

EQUIVALENT LATERAL FORCE

BEARING WALL SYSTEMS:

LIGHT - FRAME WOOD

RESPONSE MODIFICATION COEFFICIENT, R

OVERSTRENGTH FACTOR, Ω

DEFLECTION AMPLIFICATION FACTOR, C

o d

6.5

3.0

4.0

1K

BASIC WIND SPEED (V)

EXPOSURE CATEGORY

COMPONENTS AND CLADDING

115 MPH

B

PROJECT SITE ELEVATION:

DEPTH FOR FROST PROTECTION:

NET ALLOWABLE LOAD BEARING:

770.00 FT

48 INCH

1500 PSF

GEOTECHNICAL PARAMTERS

ASCE 7-2016

IBC - 2018

NYS BUILDING CODE- 2020

CODES

URBAN AND SUBURBAN AREAS,

WOODED AREAS, OR OTHER TERRAIN

WITH NUMEROUS CLOSELY SPACED

OBSTRUCTIONS (ASCE 7-16 para 26.7)

TERRAIN CATEGORY

SURFACE ROUGHNESS B

ALL BUILDINGS AND OTHER

STRUCTURES EXCEPT THOSE LISTED

IN RISK CATEGORY I, III, IV

II

RISK CATEGORY

STAIRS & EXITWAYS 100 PSF

LIVE:

EXPOSURE OF ROOF

EXPOSURE FACTOR, Ce s

THERMAL FACTOR, C (UNHEATED)

g

PARTIALLY EXPOSED

1.0

SNOW LOAD ON FLAT ROOFS, P (UNHEATED)f

SITE SPECIFIC PARAMETERS:

S s

S 1 0.04g

0.18g

SEISMIC RESPONSE COEFFICIENT, Cs 0.030

SEISMIC BASE SHEAR, V

WIND:

TOPOGRAPHIC FACTOR, K zt 1.0

DIRECTIONALITY FACTOR, K

d

0.85

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENT, GC ±0.18pi

5.0 FT

+23.8/-25.8 PSF

+23.8/-31.8 PSF

+23.8/-25.8 PSF

+23.8/-25.8 PSF

+23.8/-25.8 PSF

DIMENSION, h

ROOFS - ROOF FIELD 1

ROOFS - ROOF INTERIOR 1'

ROOFS - END ZONE 2

WALLS - INTERIOR ZONE 4

WALLS - ENDS ZONE 5

ROOFS - CORNER ZONE 3

+23.8/-31.8 PSF

1.2

B/TRUSS ELEV

20' - 0"

S-001

D R

A W

IN

G

S

W A

L L S

H E

A T

H

IN

G R

E F

E R

T O

A R

C H

ADDITIONAL INTERIOR GIRTS.

REFER TO ARCH.

2x8 AT TOP OF

SHEAR PANEL, TYP.

0 2' 4' 8'

T/CONC SLAB

0' - 0"

B/TRUSS ELEV

20' - 0"

ADDITIONAL INTERIOR GIRTS.

REFER TO ARCH.

2x8 AT TOP OF

SHEAR PANEL, TYP.

0 2' 4' 8'

T/CONC SLAB

0' - 0"

"D

R A

W

IN

G S

W A

L L S

H E

A T

H

IN

G R

E F

E R

T O

A R

C H

DENOTES SHEAR WALL PANELS LOCATIONS.

• PANELS SHALL BE 5/8" THICKNESS, APA RATED PLYWOOD.

• PANELS SHALL BE INSTALLED IN FULL 4x8 SHEETS, UNLESS @ DOOR OPNG, TYP.

• PANELS SHALL BE INSTALLED ON INTERIOR FACE OF INTERIOR WALL GIRTS, TYP.

• PROVIDE 2x WALL GIRTS @ 24" OC, TYP.

• PROVIDE 2x8 (FLAT) AT T/SHEAR PANELS, TYP.

• PROVIDE ADDITIONAL FRAMING AS REQUIRED TO FASTEN PANELS SEAMS/EDGES, TYP.

• PROVIDE PANEL FASTENING:

1. 8d COMMON NAILS @ 8" OC @ INTERMEDIATE WALL GIRTS, TYP.

2. 8d COMMON NAILS @ 6"" OC @ SEAM/EDGES, TYP.

• PROVIDE TOTAL (40) 4x8 FULL PANELS INSTALLED AND SHOWN AND NOTED.

DENOTES 5/8" PLYWOOD PROTECTION BOARD.

• REFER TO ARCH DRAWINGS FOR ADDITIONAL INFORMATION.

T/STONE

-0' - 8"

0 1/2' 1' 2'

2x8 AT TOP OF

SHEAR PANEL, TYP.

EXTERIOR WALL

GIRTS, TYP.

INTERIOR WALL

GIRTS, TYP.

5/8" PLYWOOD

PROTECTION BOARD.

REFER TO ARCH DRAWINGS.

STRUCTURAL SHEAR PANELS.

REFER TO ELEVATIONS AND LEGENDS.

INTERIOR WALL

GIRTS, TYP.

STRUCTURAL SHEAR PANELS.

REFER TO ELEVATIONS AND LEGENDS.

PT POST, TYP.

EXTERIOR WALL

GIRTS, TYP.

PT POST, TYP.

CONT PT 2x10

SKIRT BOARD, TYP. T/CONC SLAB

0' - 0"

8" THICK CONC SLAB

BY OTHERS.

REMOVE ALL TOPSOIL, ORGANIC AND

DELETERIOUS MATERIAL FROM

WITHIN THE BUILDING FOOTPRINT.

CONTRACTOR SHALL PROVIDE MIN

10" COMPACT STONE SUBBASE TO

95% MODIFIED PROCTOR INSTALLED

IN MAXIMUM 8" LIFTS.

CONSULTANT:

MARK DESCRIPTION DATE

SHEET NUMBER:

PROJECT NUMBER:

DESIGNED:

DRAWN:

CHECKED:

DATE:

FILE:

SCALE:

SHEET TITLE:

Sheet of

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

Copyright 2025 N. K. BHANDARI, Architecture & Engineering, P.C.

SHEET SIZE: 22" x 34"

AS NOTED

1020 7th North Street, Suite 130

Liverpool, NY 13088

Phone 315.428.1177 www.nkbpc.com

C

21 3 4 5

B

A

D

4/4/2025 11:22:04 AM

\\NKBHANDARI\users\wmapley\My Documents\2024_Revit-projects\22446.02 SG Facilities Storage Barn\R24_22446.02 SG Facilities Storage Barn_Structural_wpm.rvt

22446.02

03/31/2025

CAN

WPM

WPM

STRUCTURAL NOTES

S-001

N E

W C

O N

S T

R U

C T

IO

N

F

A C

IL

IT

IE

S

S T

O R

A G

E B

U

IL

D

IN

G

S U

N Y

G E

N E

S E

O C

O L L E

G E

C

IR

C L E

G

E N

E S

E O

N

E W

Y O

R K

2 6

A

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT (ANCHOR

ROD)

ADD ADDENDUM

ADDL ADDITIONAL

ADJ ADJACENT

ADJUST ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE (LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

AVG AVERAGE

B

B/ BOTTOM OF

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCHMARK/ BEAM

BOD BASIS OF DESIGN

BOT BOTTOM

BP BEARING PLATE

BRDG BRIDGING

BRG BEARING

BRK BRICK

BSMT BASEMENT

C

C&C COMPONENTS & CLADDING

CANT CANTILEVER

CFP CONCRETE FIREPROOF

CFS COLD FORMED STEEL

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CLOSET/ CENTER LINE

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPACTED

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONST JT CONSTRUCTION JOINT

CONT CONTINUE (OUS)

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CTR CENTER (ED)

D

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREES

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DWL DOWELS

E

E EAST

E/ EDGE OF

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRIC (AL)

ELEV ELEVATOR

EMBED EMBEDMENT

ENGR ENGINEER

EOS EDGE OF SLAB

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED SLAB

ES GWB EXTERIOR SHEATHING

GYPSUM WALL BOARD

EST ESTIMATE (D)

ETC ET CETERA

EW EACH WAY

EX EXISTING (EX W12x30)

EXIST EXISTING

EXP EXPANSION, EXPAND

EXT EXTERIOR

CONTRACTOR RESPONSIBILITIES

1. CONTRACTOR SHALL DETERMINE EXISTING MATERIALS, CONDITIONS AND DIMENSIONS BY VISITING THE SITE. VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO ORDERING AND/OR FABRICATING MATERIAL. DIMENSIONS ON DRAWINGS ARE REPRESENTIVE ONLY.

2. CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN HEREIN WITH ARCHITECTURAL PLANS, SECTIONS, AND DETAILS PRIOR TO CONSTRUCTION OR MATERIAL PURCHASE AND SHALL NOTIFY ARCHITECT/ ENGINEER IN WRITING

OF DISCREPANCIES.

3. CONTRACTOR SHALL FIELD LOCATE AND VERIFY GEOMETRY OF ALL EXISTING STRUCTURAL MEMBERS AND COORDINATE WITH CONTRACT DRAWINGS. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT/ ENGINEER IN WRITING.

4. COORDINATE STRUCTURAL WORK WITH ALL OTHER TRADES.

5. CONTRACTOR IS RESPONSIBLE FOR ENSURING THE STRUCTURE IS STABLE UNTIL ALL STRUCTURAL ELEMENTS ARE INSTALLED PER

DOCUMENTS.

6. DO NOT SCALE DRAWINGS

A . CONTRACTORS RESPONSIBILITY

SPECIAL INSPECTIONS

1. TO FACILITATE SPECIAL INSPECTION AND TESTING SERVICES, THE CONTRACTOR SHALL:

a. FURNISH TO THE SPECIAL INSPECTOR SUCH SAMPLES OF MATERIALS AS MAY BE NECESSARY FOR TESTING PURPOSES.

b. FURNISH SUCH CASUAL LABOR, EQUIPMENT AND FACILITIES AS IS NECESSARY TO OBTAIN AND HANDLE SAMPLES AT THE PROJECT.

2. ADVISE THE SPECIAL INSPECTOR SUFFICIENTLY IN ADVANCE OF OPERATIONS TO ALLOW FOR COMPLETION OF TESTS AND FOR THE

ASSIGNMENT OF PERSONNEL.

3. PROVIDE AND MAINTAIN, FOR THE SOLE USE OF THE SPECIAL INSPECTOR, ADEQUATE FACILITIES FOR SAFE STORAGE AND PROPER CURING OF CONCRETE TEST CYLINDERS ON THE PROJECT SITE FOR THE FIRST 24 HOURS AS REQUIRED BY ASTM C31-69.

4. MAINTAIN RECORDS AT THE PROJECT SITE SHOWING THE DATE AND EXTENT OF EACH CONCRETE PLACEMENT.

5. PROVIDE SAFE ACCESS TO ITEMS TO BE INSPECTED AND/OR TESTED. THIS INCLUDES SHEETING AND LADDERS FOR DEEP EXCAVATION;

SCAFFOLDING AND LADDERS FOR INSPECTION AND TESTING OF SUPERSTRUCTURE ITEMS.

6. IF ANY PORTION OF THE WORK SHOWS LOW TEST RESULTS, EVIDENCE OF DETRIMENTAL PLACING OR CURING CONDITIONS, THE OWNER MAY REQUIRE ADDITIONAL TESTING, COMPACTION, CORED SAMPLES OR RE-WELDING AT THE CONTRACTOR'S EXPENSE.

7. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

C. CONCRETE CONSTRUCTION INSPECTIONS

1. PERIODIC INSPECTIONS DURING TASK ARE REQUIRED FOR:

a. INSPECTION OF REINFORCING STEEL

b. VERIFYING USE OF REQUIRED DESIGN MIX

c. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES

2. CONTINUOUS INSPECTIONS DURING TASK ARE REQUIRED FOR:

a. SAMPLING FRESH CONCRETE AND PERFORMING SLUMP, AIR CONTENT AND DETERMINING THE TEMPERATURE OF FRESH

CONCRETE AT THE TIME OF MAKING SPECIMENS FOR STRENGTH TEST.

b. CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

STRUCTURAL ABBREVIATIONS

F

F/ FACE OF

F/ CONC FACE OF CONCRETE

F/ FDN FACE OF FOUNDATION

F/ MAS FACE OF MASONRY

F/ STUD FACE OF STUD

FAB FABRICATE

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISHED FLOOR

FIN FINISH (ED)

FLG FLANGE (ED)

FLR FLOOR (ING)

FP FIRE PROTECTION

FR FRAME (ING)

FS FOOTING STEP

FT FEET,FOOT

FTG FOOTING

FURR FURRING

FUT FUTURE

G

GA GAGE, GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GEN GENEARL

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

HDG HOT DIP GALVANIZED

HDR HEADER

HEX HEXAGONAL

HORIZ HORIZONTAL

HP HIGH POINT

HSS HOLLOW STRUCTURAL

SECTIONS

HT HEIGHT

HVAC HEATING/VENTILATING/AIR

CONDITIONING

I

ID INSIDE DIAMETER

IN INCH OR INCHES

INC INCORPORATED

INCL INCLUDE (D) (ING),

INCLUSIVE

INFO INFORMATION

INSUL INSULATE (D), (ION)

INT INTERIOR

INV INVERT/ INVERT ELEVATION

J

J JOIST

JT JOINT

K

K KIPS

KB KNEE BRACE

KSI KIP PER SQUARE INCH

L

L LENGTH, LONG

LBS POUNDS

LF LINEAR FOOT (FEET)

LIN LINEAR

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOUV LOUVER

LP LOW POINT

LSL LAMINATED STRAND

LUMBER

LTWT LIGHTWEIGHT

LVL LAMINATED VENEER

LUMBER

M

MAS MASONRY

MAX MAXIMUM

MECH MECHANICAL

MEM MEMBER

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MO MASONRY OPENING

MONO MONOLITHIC

MPH MILES PER HOUR

MTL METAL

N

N NORTH

N/A NOT APPLICABLE

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

P

PAF POWER ACTUATED

FASTENER

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERM PERMANENT

PL PLATE

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PREP PREPARE (ATION)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

Q

QTY QUANTITY

R

R RADIUS, RISER, OR

REGISTER

RAD RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCE (D), (ING)

REQD REQUIRED

REV REVISION (S), REVISED

RO ROUGH OPENING

RTU ROOFTOP UNIT

S

S SOUTH

SAN SANITARY

SCH SCHEDULE

SECT SECTION

SF SQUARE FOOT (FEET)

SFU SPLIT FACE MASONRY UNIT

SHT SHEET

SIM SIMILAR

SOD SLAB ON DECK

SOG SLAB ON GRADE

SP SPECIAL

SPEC SPECIFICATION (S)

SQ SQUARE

SS STAINLESS STEEL

ST STORM OR STREET

STD STANDARD

STIFF STIFFNER

STL STEEL

STRUCT STRUCTURE (AL)

SUSP SUSPENDED

SYM SYMMETRY (ICAL)

SYS SYSTEM

T

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

T&S TEMPERATURE AND

SHRINKAGE REINFORCING

T/ TOP OF

T/ CONC TOP OF CONCRETE

T/ FTG TOP OF FOOTING

T/ GB TOP OF GRADE BEAM

T/ PIER TOP OF PIER

T/ PLANK TOP OF PLANK

T/ SLAB TOP OF SLAB

T/ STL TOP OF STEEL

T/ WALL TOP OF WALL

TBD TO BE DETERMINED

TEMP TEMPERATURE OR

TEMPORARY

THK THICK (NESS)

TOL TOLERANCE

TRANS TRANSVERSE

TYP TYPICAL

TYPOS TYPICAL OTHER SIDE

U

UON UNLESS OTHERWISE NOTED

V

VAR VARIES (ABLE)

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VOL VOLUME

W

W WEST, WIDE, WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOFED (ING) /

WORKING POINT

WS WATERSTOP

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

FOUNDATIONS & STRUCTURAL EARTH WORK NOTES

1. GENERAL

a. ALL EXCAVATIONS SHALL BE PERFORMED IN ACCORDANCE WITH FEDERAL OSHA STANDARDS, ALONG WITH STATE AND LOCAL CODES, AS APPLICABLE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL

ASPECTS OF EXCAVATION SAFETY.

b. REFER TO SPECIFICATIONS AND GEOTECHNICAL REPORT FOR REQUIREMENTS FOR EXCAVATION, FOR PREPARATION OF THE SUBGRADE BELOW THE FOUNDATIONS AND SLABS-ON-GRADE, FOR SUB-BASE

REQUIREMENTS BELOW SLABS-ON-GRADE, FOR COMPACTION PROCEDURES AND FOR ALL OTHER

GEOTECHNICAL REQUIREMENTS NOT SPECIFICALLY DELINEATED ON THE STRUCTURAL DRAWINGS. THE GEOTECHNICAL REPORT AND THE REQUIREMENTS CONTAINED THERIN SHALL BE CONSIDERED PART OF

THE CONTRACT DOCUMENTS

c. CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION OF

THE FOUNDATION SYSTEM AS SHOWN PRIOR TO STARTING WORK.

d. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL, OR COMPACTED STRUCTURAL FILL AND MAY NOT BE INSTALLED ON EXISTING OR SCHEDULED UNCONTROLLED FILL MATERIAL. IF FILL IS REQUIRED UNDER FOOTINGS FOR LOCATIONS OF OVEREXCAVATION OR EXISTING UNSATISFACTORY SOIL, PROVIDE STRUCTURAL FILL CONSISTING OF WELL-GRADED GRAVELY MATERIALS COMPACTED IN ACCORDANCE

WITH THE SPECIFICATIONS AND THE GEOTECHNICAL REPORT.

e. ALL STRUCTURAL FILL MATERIAL MUST CONFORM TO THE GRADATION, COMPACTION, MOISTURE, AND LIFT REQUIREMENTS LISTED IN THE SPECIFICATIONS. IT IS ANTICIPATED THAT THIS MATERIAL WILL BE IMPORTED FROM OFF SITE SOURCES. AT THE CONTRACTOR'S OPTION AND AT NO COST TO THE OWNER OR A/E, THE ONSITE MATERIAL MAY BE USED IF TESTED, FOUND TO HAVE ACCEPTABLE GRADATION, AND IS MAINTAINED WITHIN ACCEPTABLE MOISTURE LIMITS. THE CONTRACTOR SHALL TEST THE ONSITE MATERIAL AND SUBMIT RESULTS FOR APPROVAL PRIOR TO USING ONSITE SOILS AS STRUCTURAL FILL.

f. THE CONTRACTOR SHALL PROVIDE INSULATION AND HEAT, OR OTHERWISE ASSURE THAT BEARING

GRADES SHALL NOT BE ALLOWED TO FREEZE EITHER PRIOR TO OR AFTER CONSTRUCTION OF

FOUNDATIONS. DO NOT PLACE CONCRETE ON FROZEN SOIL.

g. THE CONTRACTOR SHALL MAINTAIN GRADE AND PROVIDE OTHER CONTROLS AS REQUIRED TO DIRECT SURFACE RUNOFF AND GROUND WATER AWAY FROM EXCAVATED AREAS AND PROTECT THE SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT AND DAMAGE BY RAIN OR WATER ACCUMULATION. WATER

PUMPED, CHANNELED OR OTHERWISE DIVERTED FROM THE EXCAVATION SHALL BE CONVEYED TO

APPROPRIATE DRAINAGE FACILITIES AND IN ACCORDANCE WITH THE PROJECT STORMWATER

MANAGEMENT PLAN.

h. SHEETING, SHORING AND DEWATERING IS THE RESPONSIBLITY OF THE CONTRACTOR; SHEETING AND

SHORING SHALL BE DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER WHO SHALL BE

REGISTERED IN THE PROJECT'S JURISDICTION; ALL SUBMITTALS SHALL BE SIGNED AND SEALED BY THAT

ENGINEER.

i. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT ALL EXISTING STRUCTURES, CURBS, STREETS, ETC FROM DAMAGE BY CONSTRUCTION EQUIPMENT. THE CONTRACTOR SHALL NOT DISPOSE OF ANY LIQUIDS, SLURRY, SPOILS OR CHEMICALS ON THE SITE EXCEPT AS DIRECTED BY THE OWNER'S REPRESENTATIVE AND APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL RESOURCES OR OTHER

AGENCIES HAVING JURISDICTION.

2. BACKFILL

a. BACKFILLING SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATION AND GEOTECHNICAL

REPORT. BACKFILL MATERIAL SHALL BE APPROVED BY GEOTECHNICAL ENGINEER PRIOR TO

INSTALLATION.

b. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SLABS CONNECTING TO THE WALLS HAVE

ATTAINED THEIR DESIGN STRENGTH, UNO.

c. WHERE THE FINAL GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH SIDES OF A WALL, BACKFILL IN LIFTS TO MAINTAIN LEVEL ELEVATIONS WITHIN 12" ON BOTH SIDES AT ANY TIME.

3. FOOTINGS

a. THE REFERENCE ELEVATION FOR THE T/FOOTINGS IS INDICATED ON THE FOUNDATION WITH (-#-#), BELOW

THE PROJECT DATUM ELEVATION EQUAL TO THE T/FIRST FLOOR CONCRETE SLAB ON GRADE AT

ELEVATION +0'-0". THE CONTRACTOR SHALL FIELD ADJUST FOOTING ELEVATIONS LOWER AS REQUIRED TO ACCOMMODATE BURIED UTILITIES AND TO MAINTAIN A MINIMUM OF ##" FROST PROTECTION FROM

FINAL FINISHED GRADE TO THE T/FOOTINGS.

b. BURIED UTILITIES SHALL NOT BE PLACED UNDER FOOTINGS. STEP FOOTINGS UNDER BURRIED UTILITIES

AND PROVIDE SLEEVE THROUGH THE FOUNDATION WALL PER THE TYPICAL DETAILS.

c. STEP FOOTINGS AT LOCATIONS SHOWN ON THE PLANS AND AS OTHERWISE REQUIRED WHITH ELEVATION

CHANGE OF ONE VERTICAL ON TWO HORIZONTAL. PROVIDE CONTINUOUS REINFORCING PER THE

TYPICAL DETAILS AND PLACE THE LOW FOOTINGS FIRST. MAINTAIN THE TOP OF FOOTING ELEVATIONS AT

MASONRY COURSING AS REQUIRED.

d. THE SLOPE BETWEEN THE LOWER EDGES OF ADJACENT FOOTINGS SHALL NOT EXCEED 45 DEGREES

WITH THE HORIZONTAL, UNLESS INDICATED OTHERWISE IN THE GEOTECHNICAL REPORT.

e. SCHEDULED FOOTING BEARING ELEVATIONS SHALL MATCH ADJACENT EXISTING FOOTING BEARING ELEVATIONS WHERE APPLICABLE UNO ON PLANS. STEP FOOTING AS REQUIRED REFER TO TYPICAL

DETAILS.

4. STRUCTURAL FILL

a. REFER TO SPECIFICATIONS AND GEOTECHNICAL REPORT REQUIREMENTS FOR COMPACTED STRUCTURAL FILL. REQUIREMENTS CONTAINED IN THE GEOTECHNICAL REPORT ARE PART OF THIS

WORK. INSPECTION OF THE PLACEMENT OF COMPACTED STRUCTURAL FILL SHALL BE BY AN

EXPERIENCED, QUALIFIED GEOTECHNICAL ENGINEER.

5. FOUNDATION WALLS

a. PROVIDE CONCRETE FOUNDATION WALLS AS SHOWN ON THE PLAN. REINFORCE ALL FOUNDATION WALLS

WITH #5 @ 12" HORIZONTAL AND #4 @ 12" VERTICAL BARS UON.

b. PROVIDE POCKETS IN CONCRETE AND MASONRY FOR BEAM AND COLUMN SUPPORTS. COORDINATE LOCATIONS, DIMENSIONS AND BEARING ELEVATIONS WITH STRUCTURAL PLANS AND THE APPROVED

STRUCTURAL STEEL SHOP DRAWINGS.

c. THE T/FOUNDATION VARIES AND SOME REGIONS MAY REQUIRE A SHELF. COORDINATE THE GEOMETRY

WITH THE PLANS, SECTIONS, DETAILS AND THE ARCHITECTURAL DRAWINGS.

d. PROVIDE 1/2" DIAMETER STAINLESS STEEL OR HOT-DIP GALVANIZED ANCHOR BOLTS AT 48" ON CENTER AND WITHIN 12" OF THE ENDS AND CORNERS OF SUPORTED STUD WALLS. ANCHORS SHALL BE PROVIDED WITH A MINIMUM 7" EMBEDMENT INTO THE FOUNDATION AND 2" PROJECTION ABOVE UON. POWDER ACTUATED FASTENERS (PAF) SHALL NOT BE USED AT EXTERIOR WALLS OR INTERIOR BEARING AND

SHEAR WALLS UON.

e. THE CONTRACTOR SHALL INSTALL SLEEVES PROVIDED BY HVAC, PLUMBING AND ELECTRICAL CONSTRUCTION CONTRACTORS FOR PENETRATIONS THROUGH THE FOUNDATION WALL AS REQUIRED.

THE GENERAL CONTRACTOR SHALL COORDINATE SIZE, QUANTITY, LOCATION AND SEQUENCE OF

PLACEMENT WITH THE TRADES INVOLVED. SEE THE SECTIONS AND TYPICAL DETAILS FOR

REINFORCEMENT AT FOUNDATION WALL OPENINGS.

f. PROVIDE CONSTRUCTION JOINTS IN THE FOUNDATION WALL AT INTERVALS OF 30 FEET PER THE TYPICAL DETAILS. STAGGER THE LOCATION OF WALL JOINTS AT LEAST 4'-0" FROM FOOTING CONSTRUCTION

JOINTS. PROVIDE WATERSTOP AT WALLS EXTENDING ABOVE THE SLAB.

g. PROVIDE CONTINUOUS WATERSTOPS AT ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN ALL

ELEVATOR PIT AND OTHER PIT WALLS.

6. RETAINING WALLS

a. RETAINING AND BASEMENT WALLS ARE DESIGNED TO RESIST LATERAL EARTH PRESSURE VALUES PROVIDED BY THE GEOTECHNICAL CONSULTANT. THE SOIL BEHIND ALL RETAINING AND BASEMENT WALLS SHALL BE DRAINED SO THAT THERE IN NO HYDROSTATIC PRESSURE IMPOSED ON THE WALL.

DESIGN OF SUCH WALL DRAINAGE SYSTEMS IS THE RESPONSIBLITY OF OTHERS.

1/4" = 1'-0"S-001

1 ELEVATION AT SHEAR PANELS

1/4" = 1'-0"S-001

2 ELEVATION AT SHEAR PANELS

STRUCTURAL SHEAR PANEL LEGEND

1" = 1'-0"S-001

3 SECTION AT SHEAR PANELS

S-200

S-200

S-200 4

S-2003

49' - 10"

8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"

8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"

F/GIRT

F /G

IR

T

F /G

IR

T

F/GIRT

F /G

IR

T

F /G

IR

T

0 2' 4' 8'

S-100

S-100

C O

O R

D W

D

O O

R M

F R

R O

± 5 5/8"

RO± 52 3/8"

± 4' - 11"

± 4' - 11" ± 4' - 11"

± 4' - 11"

PROVIDE 2x

RIPPED JAMB, TYP.

P R

O V

ID

E x

R

IP

P E

D J

A M

B T

Y P

S-0012 S-001

S-001 2

S-001

SIM

SIM

S-001 2

SIMS-001

SIM

S-001

SIMS-0012

SIM

/8

/8

COORD POST

CL DIMENSION

W/ DOOR MFR.

COORD POST

CL DIMENSION

W/ DOOR MFR.

S-200

S-200

S-200 4

S-100

0 2' 4' 8'

HEADER

WOOD TRUSSES 4'-0" OC.

BOT CHORD BRIDGING

BOT CHORD BRIDGING

BOT CHORD BRIDGING

PT (5

) P

LY

X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

2x6 B R

AC

IN

G 2x

B R A C

IN

G

2x6 B R

AC

IN

G

2x

B R A C

IN

G

CONT TRUSS BEARING BEAMS 1 3/4" x 11 7/8" LVL INSIDE FACE CONTINUOUS FULL LENGTH / 2x10 OUTSIDE FACE.

P

T (5) PLY 8X8

P

T (5) PLY 8X8

P

T (5) PLY 8X8

PT (5

) P

LY

X8

PT (5

) P

LY

X8 x P

U R

L

IN

S

O C x P

U R

L

IN

S

O C

NOTES:

1. WOOD TRUSS DESIGN TO BE PROVIDE BY A LICENSED NYS PE.

2. THE BRIDGING/BRACING SHOWN ON THE FRAMING PLAN IS ADDITIONAL

BRACING THAT WILL BE REQUIRED BY THE TRUSS ENGINEER.

PT (5

) P

LY

X8

HEADER

BELOW

S-100 x x

R A

K E

R A

F T

E R

S-200

2x6 B R

AC

IN

G

2x

B R A C

IN

G 2x6 B R

AC

IN

G

2x

B R A C

IN

G

EXTEND ROOF PURLIN

TO 2x8 RAKE RAFTER, TYP.

2x8 SUBFASCIA, TYP.

2x8

SUBFASCIA, TYP.

x x

R A

K E

R A

F T

E R

H E

A D

E R

B E

L O

W x x

R A

K E

R A

F T

E R x x

R A

K E

R A

F T

E R

PROVIDE 2x12

@ B/TRUSS, EF, TYP.

PROVIDE 2x12

@ B/TRUSS, EF, TYP.

RIDGE LINE

T/STONE

-0' - 8"

B/TRUSS ELEV

20' - 0"

T/CONC FTG

-4' - 0"

S-100

CONT PT 2x10

SKIRT BOARD, TYP.

2x4 GIRTS @ 2'-0"

OC, VERT, TYP.

24" DIA x 10" CONC

FOOTING, TYP.

GRADE ELEV.

PT POST.

REFER TO

FRAMING PLAN.

MIN 10" FINE COMPACT STRUCTURAL STONE.

CONTRACTOR TO COORD ELEVATION W/ OWNER.

PROVIDE CONC

ENCASEMENT, TYP.

UNDISTURBED EARTH, TYP.

0 1' 2' 4'

REMOVE ALL TOPSOIL, ORGANIC AND

DELETERIOUS MATERIAL FROM WITHIN

THE BUILDING FOOTPRINT. CONTRACTOR

SHALL PROVIDE MIN 10" COMPACT STONE

SUBBASE TO 95% MODIFIED PROCTOR

INSTALLED IN MAXIMUM 8" LIFTS.

T/CONC SLAB

0' - 0"

8" THICK CONC SLAB

BY OTHERS.

INTERIOR WALL

GIRTS, TYP.

INTERIOR WALL WALL PANEL.

REFER TO ARCH DWGS.

B/TRUSS ELEV

20' - 0"

2x4 GIRTS @ 2'-0" OC, VERT.

2x8 BRACING, W/ 6-12d EA END, TYP.

PT POST.

REFER TO FRAMING PLAN.

WOOD TRUSS.

REFER TO FRAMING PLAN.

TRUSS BEAM, 1 3/4" x 11

7/8" LVL INSIDE FACE

CONTINUOUS FULL

LENGTH / 2x10 OUTSIDE

FACE, TYP.

PROVIDE 2x8 SUPPORT

BLOCK, NAILED TO PT

POST W/ (8) 20d, EF, TYP.

°4

SIMPSON H16 OR EQUAL

TRUSS STRAP, TYP.

SPLICE 2X10 AT EACH POST.

INTERIOR LVL IS CONTINUOUS

FULL LENGTH, TYP.

0 1' 2' 4'

B/TRUSS ELEV

20' - 0"

PT POST.

REFER TO FRAMING PLAN.

WOOD TRUSS.

REFER TO FRAMING PLAN.

ROOF PURLINS.

REFER TO FRAMING PLAN.

TRUSS BEAM, 1 3/4" x 11 7/8"

LVL INSIDE FACE

CONTINUOUS FULL LENGTH /

2x10 OUTSIDE FACE, TYP.

METAL ROOF.

REFER TO ARCH DWGS.

PROVIDE 2x8 SUPPORT

BLOCK, NAILED TO PT

POST W/ (8) 20d, EF, TYP.

2x4 GIRTS @ 2'-0" OC, VERT, TYP.

SIMPSON H16 OR EQUAL

TRUSS STRAP, TYP.

2x8 SUBFASCIA

0 1/2' 1' 2'

B/TRUSS ELEV

20' - 0"

1' - 0"

GABLE END WOOD TRUSS, TYP.

REFER TO FRAMING PLAN.

2x6 ROOF PURLIN, TYP.

EXTEND PURLIN TO RAKE RAFTER, TYP.

REFER TO FRAMING PLAN.

2x6 LADDER

FRAMING AT 16" OC.

CONT 2x6 RAKE RAFTER, TYP.

CONT 2x8 RAKE

RAFTER, TYP.

0 1' 2' 3'

DOUBLE 2x8 AT

OH DOOR OPNG.

2x4 WALL GIRT AT

T/ DOOR OPNG.

PT POST, BEYOND.

2x4 WALL GIRT, TYP.

2x4 WALL GIRT, TYP.

0 1' 2' 3'

PROVIDE VERT 2x

BTWN WALL GIRTS

AT OPNG, TYP.

PROVIDE 2x RIPPED HEADER PLATE AND JAMBS.

SHIM RIPPED MATERIAL AS REQUIRED @ 16" OC

TO PLUMB, LEVEL SQUARE OPNG TO RECIEVE

PERSONNAL DOOR.

SHIM MATERIAL, TYP.

B/OH DOOR

COORD W/ MFR

DOUBLE 2x8 AT

OH DOOR OPNG.

(1) 1 3/4" X 14" LVL, EF.PT POST, BEYOND.

0 1' 2' 3'

2x4 GIRTS @ 2'-0" OC, VERT, TYP.

PROVIDE 2x RIPPED

HEADER PLATE AND JAMBS.

CONSULTANT:

MARK DESCRIPTION DATE

SHEET NUMBER:

PROJECT NUMBER:

DESIGNED:

DRAWN:

CHECKED:

DATE:

FILE:

SCALE:

SHEET TITLE:

Sheet of

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

Copyright 2025 N. K. BHANDARI, Architecture & Engineering, P.C.

SHEET SIZE: 22" x 34"

AS NOTED

1020 7th North Street, Suite 130

Liverpool, NY 13088

Phone 315.428.1177 www.nkbpc.com

C

21 3 4 5

B

A

D

4/4/2025 11:22:05 AM

\\NKBHANDARI\users\wmapley\My Documents\2024_Revit-projects\22446.02 SG Facilities Storage Barn\R24_22446.02 SG Facilities Storage Barn_Structural_wpm.rvt

22446.02

03/31/2025

CAN

WPM

WPM

STRUCTURAL PLANS

AND DETAILS

S-100

N E

W C

O N

S T

R U

C T

IO

N

F

A C

IL

IT

IE

S

S T

O R

A G

E B

U

IL

D

IN

G

S U

N Y

G E

N E

S E

O C

O L L E

G E

C

IR

C L E

G

E N

E S

E O

N

E W

Y O

R K

3 6

1/4" = 1'-0"S-100

A POST LAYOUT PLAN

1/4" = 1'-0"S-100

B FRAMING PLAN

1/2" = 1'-0"S-100

1 SECTION AT EXTERIOR WALL

1/2" = 1'-0"S-100

2 PT POST BRACING DETAIL

1" = 1'-0"S-100

3 TRUSS BEARING AT PT POST

3/4" = 1'-0"S-100

6 END WALL OVERHANG DETAIL

WOOD NOTES:

1. ALL WOOD POSTS AND THE SKIRT BOARD SHALL BE PT SUITABLE FOR GROUND CONTACT #1 OR BETTER.

2. ALL GIRTS AND PURLINS ARE SPF # 1 / #2.

3. PROVIDE HDG FASTENERS SUITABLE FOR USE WITH PT MATERIAL.

3/4" = 1'-0"S-100

5 DETAIL AT PERSONNEL DOOR HEADER

3/4" = 1'-0"S-100

4 DETAIL AT OH DOOR HEADER

T/STONE

-0' - 8"

B/TRUSS ELEV

20' - 0"

T/CONC FTG

-4' - 0"

S-100

PT POST, TYP.

REFER TO PLANS.

2x4 WALL GIRTS

@ 24" OC, UNO.

PT 2x10 RIM BOARD, TYP.

WOOD TRUSS, TYP.

REFER TO FRAMING PLAN.

2x6 ROOF PURLIN, TYP.

EXTEND PURLIN TO RAKE RAFTER, TYP.

REFER TO FRAMING PLAN.

2x6 LADDER FRAMING AT 16" OC.

PROVIDE STAGGERED

JOINTS AT WALL GIRTS, TYP.

CONT 2x6 RAKE RAFTER, TYP.

S-200

PROVIDE 2x8 SUPPORT

BLOCK, NAILED TO PT

POST W/ (8) 20d, EF, TYP.

2x8 BRACING, W/ 6-12d EA END, TYP.

T/CONC SLAB

0' - 0"

T/STONE

-0' - 8"

B/TRUSS ELEV

20' - 0"

T/CONC FTG

-4' - 0"

S-100

HEADER

PT POST, TYP.

REFER TO PLANS.

2x4 WALL GIRTS

@ 24" OC, UNO.

PT 2x10 RIM BOARD, TYP.

WOOD TRUSS, TYP.

REFER TO FRAMING PLAN.

2x6 ROOF PURLIN, TYP.

EXTEND PURLIN TO RAKE RAFTER, TYP.

REFER TO FRAMING PLAN.

2x6 LADDER FRAMING AT 16" OC.

PROVIDE VERT 2x

BTWN WALL GIRTS

AT OPNG, TYP.

CONT 2x6 RAKE RAFTER, TYP.

PROVIDE STAGGERED

JOINTS AT WALL GIRTS, TYP.

S-200

PROVIDE 2x8 SUPPORT

BLOCK, NAILED TO PT

POST W/ (8) 20d, EF, TYP.

S-100

DOOR

OPNG

2x8 BRACING, W/ 6-12d EA END, TYP.

T/CONC SLAB

0' - 0"

T/STONE

-0' - 8"

B/TRUSS ELEV

20' - 0"

T/CONC FTG

-4' - 0"

END WALL PT POST SHALL CONT

TO TRUSS TOP CHORD, TYP.

PT POST, TYP.

REFER TO PLANS.

2x4 WALL GIRTS

@ 24" OC, UNO.

PT 2x10 RIM BOARD, TYP.

WOOD TRUSS, TYP.

REFER TO FRAMING PLAN.

2x6 ROOF PURLIN, TYP.

EXTEND PURLIN TO RAKE RAFTER, TYP.

REFER TO FRAMING PLAN.

2x6 LADDER FRAMING AT 16" OC.

CONT 2x6 RAKE RAFTER, TYP.

CONT 2x8 RAKE RAFTER, TYP.

PROVIDE 2x8 SUPPORT

BLOCK, NAILED TO PT

POST W/ (8) 20d, EF, TYP.

PROVIDE 2x6 SUPPORT

BLOCK, NAILED TO

CORNER PT POST W/ (8)

20d, EF, TYP.

2x4 HORIZONTAL

WEBS @ 24" FOR

END TRUSS, TYP.

OH DOOR

OPNG.

PROVIDE ADDITIONAL

BLOCKING AT TRUSS

BOTTOM CHORD TO

SUPPORT OH DOOR

TRACK, TYP.

S-100

PROVIDE 2x RIPPED

HEADER PLATE AND

JAMBS.

HEADER

PROVIDE 2x12

@ B/TRUSS, EF, TYP.

2x8 BRACING, W/ 6-12d EA END, TYP.

T/CONC SLAB

0' - 0"

T/STONE

-0' - 8"

B/TRUSS ELEV

20' - 0"

T/CONC FTG

-4' - 0"

END WALL PT POST SHALL CONT

TO TRUSS TOP CHORD, TYP.

S-100

PT POST, TYP.

REFER TO PLANS.

2x4 WALL GIRTS

@ 24" OC, UNO.

PT 2x10 RIM BOARD, TYP.

WOOD TRUSS, TYP.

REFER TO FRAMING PLAN.

2x6 ROOF PURLIN, TYP.

EXTEND PURLIN TO RAKE RAFTER, TYP.

REFER TO FRAMING PLAN.

PROVIDE

STAGGERED

JOINTS AT WALL

GIRTS, TYP.

2x6 LADDER FRAMING AT 16" OC.

CONT 2x6 RAKE RAFTER, TYP.

CONT 2x8 RAKE RAFTER, TYP.

PROVIDE 2x8 SUPPORT

BLOCK, NAILED TO PT

POST W/ (8) 20d, EF, TYP.

PROVIDE 2x6 SUPPORT

BLOCK, NAILED TO

CORNER PT POST W/ (8)

20d, EF, TYP.

2x4 HORIZONTAL

WEBS @ 24" FOR

END TRUSS, TYP.

PROVIDE 2x12

@ B/TRUSS, EF, TYP.

2x8 BRACING, W/ 6-12d EA END, TYP.

T/CONC SLAB

0' - 0"

B/TRUSS ELEV

20' - 0"

NOTES:

1. BOTTOM CHORD BRACING DESIGN MUST ONLY CONSIDER THE BRACING SPACED AS SHOWN ON THE FRAMING PLAN.

2. NO ADDITIONAL CEILING OR FURRING IS TO BE PROVIDED.

3. TOP CHORD DEAD LOAD: 15 PSF AND SNOW AS CALCULATED PER CRITERIA ON S-001.

4. BOTTOM CHORD LIVE LOAD: 15 PSF FOR MEP & MISC TO BE CONCURRENT WITH SNOW.

5. DESIGN TRUSSES FOR OH DOOR SUSPENDED LOADS AND ATTACHMENT.

6. PROVIDE UPSIZED WEB MEMBERS OR "T" WEB REINFORCEMENT TO MINIMIZE CONTINUOUS BRACING REQUIRED FOR SLENDER WEB MEMBERS.

T/CONC SLAB

T/CONC FTG

M

IN

T/POST

M

IN

L A

P

L A

P M

IN

L A

P

5-PLY

FASTENERS

@ 12" OC, TYP.

NOTES:

1. CONTRACTOR SHALL PROVIDE (5) PLY 8X8 POST W/ MIN 6'-0" PT BASE.

2. DETAIL SHOWN IS FOR REFERENCE ONLY. CONTRACTOR OPTION TO

PROVIDE DIFFERENT LENGTH PILES WHILE MAINTAINING MIN 4’-0” LAP, TYP.

3. PROVIDE FASTENER TO ASSEMBLY POST AS SHOWN IN DETAIL.

A. BOD: HDG 16-d NAILS.

CONSULTANT:

MARK DESCRIPTION DATE

SHEET NUMBER:

PROJECT NUMBER:

DESIGNED:

DRAWN:

CHECKED:

DATE:

FILE:

SCALE:

SHEET TITLE:

Sheet of

NYS Education Law, Section 7209 Prohibits any person to alter these drawings other than a licensed architect or the design engineer. Information on these drawings remains the property of the licensed professionals who prepared them and may only be used on the project identified below.

Copyright 2025 N. K. BHANDARI, Architecture & Engineering, P.C.

SHEET SIZE: 22" x 34"

AS NOTED

1020 7th North Street, Suite 130

Liverpool, NY 13088

Phone 315.428.1177 www.nkbpc.com

C

21 3 4 5

B

A

D

4/4/2025 11:22:07 AM

\\NKBHANDARI\users\wmapley\My Documents\2024_Revit-projects\22446.02 SG Facilities Storage Barn\R24_22446.02 SG Facilities Storage Barn_Structural_wpm.rvt

22446.02

03/31/2025

CAN

WPM

WPM

FRAMING ELEVATIONS

S-200

N E

W C

O N

S T

R U

C T

IO

N

F

A C

IL

IT

IE

S

S T

O R

A G

E B

U

IL

D

IN

G

S U

N Y

G E

N E

S E

O C

O L L E

G E

C

IR

C L E

G

E N

E S

E O

N

E W

Y O

R K

1/4" = 1'-0"S-100 S-200

1 ELEVATION A

1/4" = 1'-0"S-100 S-200

2 ELEVATION C

1/4" = 1'-0"S-100 S-200

3 ELEVATION B

1/4" = 1'-0"S-100 S-200

4 ELEVATION D

NO SCALES-200

5 TRUSS DESIGN BY NYS LICENSED PROFESSIONAL ENGINEER

REFER TO S-001 FOR ADDITIONAL

STRUCTURAL SHEAR PANEL INFORMATION.

NO SCALES-200

6 POST LAMINATION DETAIL

1/8" = 1'-0"AE600 AE600

1 View Name

ROOM NAME

150 SF

ZZZ

ROOM TAG

VIEW TAG

BUILDING

SECTION

WALL

SECTION

FLOOR LEVEL

COLUMN GRID

METAL PANEL /

CURTAIN WALL

PANEL TAG

ITEM TAG

KEYED

NOTE

REVISION

TAG

DEMOLITION

TAG

PARTITION

TAG

ITEMS TO BE

DEMOLISHED

NEW

CONSTRUCTION

EXISTING / NIC

/ PREVIOUS

WORK

SHEET NUMBER

OF VIEW

SHEET NUMBER OF

VIEW ORIGINATION

SHEET

NUMBER OF

VIEW

SECTION NUMBER

BREAK LINE

ALIGN

ALIGN

ELEMENTS

DOOR TAG

P R

E

FLOOR

ELEVATION

FLOOR NAME

EXTERIOR

ELEVATION

CALLOUT

ELEVATION

NUMBER

AE001

SIM

DETAIL

CALLOUT

SHEET

NUMBER OF

VIEW

DETAIL NUMBER

ROOM NAME

ROOM

NUMBER

ROOM AREA

AE001

AE001

INTERIOR

ELEVATION

CALLOUT

NORTH ARROW

MAGNETIC

NORTH

PROJECT

NORTH

TP1

SHEET

NUMBER OF

VIEW

SECTION NUMBER

SHEET

NUMBER OF

VIEW

ELEVATION

NUMBER

SHEET

NUMBER OF

VIEW

AE001

SIM

AE001

SIM

Name Elevation

FIRST FLOOR

0' - 0"

B.O. TRUSS

20' - 0"

T.O. FOOTING

-4' - 0"

VENTED SOFFIT

5" SEAMLESS GUTTER

WOOD TRUSSES DESIGNED BY NYS

LICENSED PE, REFER TO STRUCTURAL

DRAWINGS FOR CRITERIA

WOOD PURLINS. REFER TO

STRUCTURAL DRAWINGS

SHEET METAL ROOF SYSTEM WITH

VAPOR BARRIER PER BUILDING

MANUFACTURER

4" / 1'-0"

PRESSURE TREATED POST. REFER

TO STRUCTURAL DRAWINGS

2x GIRTS. REFER TO

STRUCTURAL DRAWINGS

1' - 0"

RIBBED STEEL SHEATHING

PER BUILDING MANUFACTURER

TRANSITION TRIM

PER BUILDING MANUFACTURER

RIBBED STEEL WAINSCOT

PER BUILDING MANUFACTURER

2x10 TREATED SPLASHBOARD

2x6 TREATED BOARD

BETWEEN POSTS

PROVIDE POSITIVE DRAINAGE

AWAY FROM STRUCTURE

PERIMETER GRAVEL BED. REFER

TO LANDSCAPE DRAWINGS

CONCRETE PIER FOUNDATION.

REFER TO STRUCTURAL

DRAWINGS

6" CONCRETE

BETWEEN POSTS

AND BETWEEN

INNER AND OUTER

BOARDS

2x6 TREATED BOARD

INSIDE POSTS

PROVIDE 1/4" GAP

TOP & BOTTOM

5/8" PLYWOOD

PROTECTION BOARD

2x WOOD FURRING

10" COMPACTED STONE

BASE FILL. REFER TO

STRUCTURAL

NOTE: OWNER TO PROVIDE VAPOR BARRIER AND 8" INTERIOR CONCRETE SLAB AT FUTURE DATE.

-0' - 8"

T.O. STONE

A-001

Sim

/4

G

A P

A-001

Sim

VAPOR BARRIER AND

8" INTERIOR

CONCRETE SLAB, NIC

GEO-TEXTILE FILTER FABRIC

4" DIAMETER PERFORATED &

CORRUGATED PERIMETER DRAIN

A-001

/2

2"

E Q

M

IN

E

Q

V A

R

IE

S

TYPICAL DOUBLE

RABBET PROFILE-

MASONRY WALL

CONDITION

TYPE OH

OVERHEAD

SECTIONAL DOOR

TYPE F

FLUSH

14' - 0"

3' - 0"

TYPE H1

HOLLOW METAL

WELDED FRAME

2" 2"

WIDTH

DOOR

WOOD PURLINS. REFER TO

STRUCTURAL DRAWINGS

SHEET METAL ROOF SYSTEM

WITH VAPOR BARRIER PER

BUILDING MANUFACTURER

WOOD TRUSSES DESIGNED

BY NYS LICENSED PE, REFER

TO STRUCTURAL DRAWINGS

FOR CRITERIA

NOTE: ROOF ASSEMBLY IS NON-FIRE RATED

5/8" PLYWOOD

PROTECTION BOARD

2x HORIZONTAL

NAILER

7.25" x 7.25" WOOD POST.

REFER TO STRUCTURAL

2x GIRTS. REFER TO

STRUCTURAL DRAWINGS

CORRUGATED METAL

SIDING WITH 1" HIGH

MAJOR RIBS

NOTES:

1. WALL CONSTRUCTION MAY VARY

PER PRE-ENGINEERED BUILDING

MANUFACTURER STANDARDS

2. WALL ASSEMBLY IS NON-FIRE RATED

SHEET METAL ROOF

SYSTEM WITH VAPOR

BARRIER PER BUILDING

MANUFACTURER

EAVE TRIM WITH

HEMMED DRIP EDGE

5" SEAMLESS GUTTER

METAL FASCIA

WITH DRIP EDGE

VENTED SOFFIT

GENERAL CONSTRUCTION NOTES

1 DESIGN CONSTRUCTION AND SAFETY SHALL CONFORM TO ALL LOCAL, STATE AND OWNER

SPECIFIC CODES, AND ANY OTHER CODES GOVERNED BY THE JURISDICTION IN WHICH THIS

PROJECT IS BEING CONSTRUCTED

2 THIS CONTRACT REQUIRES COMPLETE, FINISHED WORKABLE PROJECT OF THE AREAS

INDICATED BY THE CONTRACT DOCUMENTS, AND SHALL INCLUDE ALL MATERIALS AND LABOR

NECESSARY TO COMPLETE, REGARDLESS OF WHETHER OR NOT ALL WORK OR EACH ITEM IS

SPECIFICALLY INDICATED ON ANY OTHER PORTION OF THE DRAWINGS AND/OR NOTES.

3 WHERE MATERIALS REFERENCED ON DRAWINGS, OR NECESSARY TO COMPLETE THE WORK OF

THIS CONTRACT ARE NOT SPECIFIED HEREIN, PROVIDE BEST QUALITY MATERIAL. WHERE

MATERIALS ARE INTENDED TO MATCH EXISTING, PROVIDE CLOSEST POSSIBLE MATCH, SUBJECT

TO OWNER'S APPROVAL. ALL ITEMS AND WORK ON DRAWINGS ARE NEW, UNLESS INDICATED

EXISTING. ALL WORK WHICH HAS BEEN DAMAGED SHALL BE REPAIRED TO A “NEW CONDITION,”

OR WHERE THE STRUCTURAL INTEGRITY HAS BEEN AFFECTED, ITEMS SHALL BE REPLACED AT

NO COST TO THE OWNER.

4 CONTRACTOR IS RESPONSIBLE TO REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO

SUBMITTING BIDS AND COMMENCMENT OF WORK. NOTIFY THE ARCHITECT/ENGINEER OR

CONSTRUCTION MANAGER (IF APPLICABLE) AND REQUEST CLARIFICATION, IF THERE ARE ANY

DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS FOR ALL DISCIPLINES, INCLUDING

BUT NOT LIMITED TO COORDINATES, ELEVATIONS OR DIMENSIONS. STRUCTURAL

CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER OTHER DISCIPLINES WHERE ANY

DISCREPANICES MAY OCCUR WITH COORDINATES, ELEVATIONS OR DIMENSIONS.

5 DRAWINGS MAY NOT INDICATE ALL DEMOLITION/REMOVALS. CONTRACTOR SHALL REFER TO

DRAWINGS, SPECIFICATIONS AND VERIFY FIELD CONDITIONS TO DETERMINE FULL SCOPE AND

PARTICULARS OF REMOVALS AS REQUIRED FOR AND COORDINATED WITH THE NEW WORK

PRIOR TO BIDDING WORK. VERIFY AND CONFIRM WITH OWNER WHICH ITEMS ARE TO BE SAVED

FOR OWNER’S USE OR REINSTALLATION BY CONTRACTOR.

6 WHERE CONSTRUCTION OR ITEMS HAVE BEEN INFILLED, REMOVED AND/OR DISTURBED FOR

INSTALLATION OF NEW WORK, CAUSING THE EXPOSURE OF UNFINISHED AND/OR DAMAGED

SURFACES, RESULTING SURFACES AND INFILLED SURFACES SHALL BE RECONSTRUCTED WITH

MATERIALS TO MATCH FINISHED AREAS. ALL ABANDONED OPENINGS (I.E., DUCT/PIPE

REMOVALS, ETC.) AT WALLS, ROOF OR FLOOR TO BE INFILLED SOLID.

7 WHERE CONSTRUCTION RESULTS IN DEPRESSIONS AND/OR UNEVEN FLOOR CONDITIONS,

PATCH, LEVEL AND FEATHER AREAS AS REQUIRED TO PROVIDE UNIFORMITY OF NEW FLOORING

OR SMOOTH TRANSITION OF NEW FLOORING.

8 WORK IS REQUIRED IN VARIOUS PORTIONS OF THE FACILITY TO EXECUTE WORK OF OTHER

TRADES (I.E. ELECTRICAL, MECHANICAL). ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, WORK IS REQUIRED IN THESE AREAS CONSISTING OF PLACEMENT OF CEILINGS, WALLS, FINISHES, PAVEMENT AND OTHER CONSTRUCTION AS NECESSARY TO PERFORM WORK AND

RESTORE THESE SPACES OR AREAS TO ORIGINAL CONDITIONS.

9 CONTRACTOR SHALL OBTAIN FROM OWNER ALL REQUIREMENTS FOR INSTALLATION OF OWNER

PROVIDED EQUIPMENT INCLUDING ROUGHING DIAGRAMS, INSTALLATION INSTRUCTIONS,

ELECTRICAL SCHEMATICS, TEMPLATES, LAYOUTS AND DIMENSIONS AND ALL OTHER

INFORMATION NECESSARY FOR A PROPER, WELL COORDINATED INSTALLATION. PRIOR TO

ROUGH-IN OF SERVICES, CONFER WITH OWNER EXACT LOCATION OF ALL ITEMS.

10 CONTRACTOR SHALL COORDINATE THE WORK WITH EACH TRADE SO THAT THE WORK AND

SCHEDULE ARE NOT IMPEDED. SCHEDULE WORK PROGRESS THROUGHOUT THE ENTIRE

PROJECT TO PREVENT CONFLICTS AND INTERFERENCES. OBTAIN ALL NECESSARY

INFORMATION SUCH AS SIZES, LOCATIONS, TEMPLATES, LAYOUT, DIMENSIONS AND ALL OTHER

INFORMATION NECESSARY FOR A PROPER AND WELL COORDINATED INSTALLATION. PRIOR TO

INSTALLATION OF ITEMS, VERIFY AND CONFIRM WITH EACH TRADE EXACT LOCATION OF ALL

ITEMS

11 ALL PENETRATIONS THROUGH FLOORS AND FULL HEIGHT WALLS TO BE FIRE STOPPED. ALL

GAPS AND JOINTS AT RATED FLOORS, ROOFS AND WALL TO BE FIRE AND SMOKE STOPPED.

GAPS AND JOINTS INCLUDE (BUT ARE NOT LIMITED TO) TOP OF WALL TO FLOOR OR ROOF DECK

WALL TO BEAMS, AND CONTROL OR EXPANSION JOINTS. FIRE STOPPING INCLUDES BOTH FORM

OR PACKING MATERIAL AND THE FILL, VOID OR CAVITY MATERIAL. REFER TO FIRESTOPPING

DETAIL, SCHEDULE, AND SPECIFICATIONS FOR MORE INFORMATION.

12 EXTERIOR PERIMETER OF ALL WINDOWS, DOOR FRAMES, LOUVERS OR OTHER ITEMS INSERTED

IN AN EXTERIOR WALL SHALL BE SEALED WEATHER TIGHT WHETHER INDICATED ON DRAWINGS

OR NOT.

13 WOOD USED FOR BLOCKING OR OTHER PURPOSES ON OR ABOVE THE ROOF DECK WITHIN 2’-0”

OF GRADE AND OTHER LOCATIONS OUTSIDE THE BUILDING ENVELOPE WHERE EXPOSED TO THE

WEATHER, SHALL BE PRESSURED TREATED TYPE. WOOD USED FOR BLOCKING OR OTHER

PURPOSES SHALL BE FIRE RETARDANT TYPE.

14 FINISHED DOOR OPENINGS SHALL BE NOMINAL 6" FROM FINISHED CORNER OF ROOM AT HINGE SIDE, EXCEPT WHERE DIMENSIONED OTHERWISE, ON THE ‘PULL’ SIDE OF A DOOR OPENING , THE STRIKE SIDE SHALL BE NOMINAL 18" FROM A PERPENDICULAR WALL ON THE ‘PUSH’ SIDE OF A

DOOR OPENING EQUIPPED WITH BOTH A CLOSER AND LATCH, THE STRIKE SIDE SHALL BE

NOMINAL 12” FROM A PERPENDICULAR WALL.

15 SUSPENDED GRID CEILINGS SHALL BE ARRANGED SO THAT A GRID IS SPACED EQUALLY FROM

EACH MOST REMOTE WALL IN EACH DIRECTION, WITH NO TILE LESS THAN 6” UNLESS

OTHERWISE INDICATED. CEILING MOUNTED ITEMS TO BE CENTERLINE OF CEILING TILES,

UNLESS OTHERWISE NOTED.

16 INTERIOR AND EXTERIOR CONCRETE SLABS SHALL BE SEPARATED FROM ANY VERTICAL

SURFACE WITH AN ISOLATION JOINT. ALL SLAB ON-GRADE (CONTROL, EXPANSION,

CONSTRUCTION (COLD), ETC.) JOINTS TO RECEIVE SEALANT. ALL EXTERIOR SLABS TO SLOPE TO

DRAIN AWAY FROM BUILDING AT 1/8” PER 1’-0” UON.

17 PROVIDE BUILDING EXPANSION JOINT AND CONTROL JOINTS AT INTERIOR AND EXTERIOR

MASONRY WALLS PER THE BRICK INSTITUTE OF AMERICA AND THE NATIONAL CONCRETE

MASONRY ASSOCIATION SPECIFICATIONS AND RECOMMENDATIONS, AND WHERE BUILDING

ADDITIONS MEET EXISTING BUILDING. AT RATED WALLS, EXPANSION JOINT OR CONTROL JOINT

TO EQUAL WALL RATING.

18 ALL DRAWINGS INDICATED AS GENERAL APPLY TO ENTIRE PROJECT, INCLUSIVE OF ALL

BUILDINGS.

ABBREVIATIONS

A

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACC ACCESS

ACOUS ACOUSTIC (AL)

ACP ACOUSTIC PANEL CEILING

ADD ADDENDUM

ADJ ADJACENT

ADJUST ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

AP ACCESS PANEL

APPROX APPROXIMATE (LY)

ARCH ARCHITECTURAL

ASPH ASPHALT

AVG AVERAGE

B

BD BOARD

BET BETWEEN

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCHMARK

BN BULLNOSE

BO BOTTOM OF

BOD BASIS OF DESIGN

BRD BOARD

BSMT BASEMENT

BUR BUILT-UP-ROOF

C

CAB CABINET

CB CATCH BASIN

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT (FEET)

CFMF COLD FORMED METAL FRAMING

CG CORNER GUARD

CI CAST IRON

CIP CAST IN PLACE

CJ CONTROL JOINT

CKBD CORKBOARD

CL CLOSET

CLG CEILING

CLKG CAULKING

CLL CONTRACT LIMIT LINE

CLR CLEAR

CM CEILING MOUNTED

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUE (OUS)

CONTR CONTRACTOR

CPT CARPET

CR CHAIR RAIL

CT CERAMIC TILE

CTR CENTER

CW COLD WATER

CY CUBIC YARD (S)

D

DBL DOUBLE

DEG DEGREES

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

TYPICAL SYMBOLSABBREVIATIONS

DH DOUBLE HUNG

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIV DIVISION

DL DEAD LOAD

DN DOWN

DO DOOR OPENING

DOM DOMESTIC

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E

E EAST

EA EACH

EC ELECTRICAL CONTRACTOR

EF EACH FACE

EIFS EXTERIOR INSULATION FINISH

SYSTEM

EJ EXPANSION JOINT

EJCP EXPANSION JOINT COVER PLATE

EL ELEVATION

ELEC ELECTRIC (AL)

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE

MONOMER

EPS EXPANDED POLYSTYRENE

INSULATION

EPX EPOXY

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED SLAB

EST ESTIMATE (D)

ETR EXISTING TO REMAIN

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION, EXPAND

EXPO EXPOSED

EXT EXTERIOR

EXTR EXTRUDED

F

FA FIRE ALARM

FAB FABRICATE

FAP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FH FLOOR HATCH

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH (ED)

FIXT FIXTURE

FL FLANGE

FLASH FLASHING

FLEX FLEXIBLE

FLR FLOOR (ING)

FLUOR FLUORESCENT

FM FLOOR MOUNTED

FNDN FOUNDATION

FO FACE OF

FP FIRE PROTECTION

FR FRAME (ING)

ABBREVIATIONS

FRP FIBERGLASS REINFORCED PANEL

FT FOOT OR FEET

FTG FOOTING

FURR FURRING

FUT FUTURE

G

GA GAUGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENEARL

GL GLASS / GLAZING

GR GUARDRAIL

GRG GLASS REINFORCED GYPSUM

GT GLAZED TILE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H/C HANDICAPPED

HB HOSE BIBB

HC HOLLOW CORE

HD HAND

HDR HEADER

HDWE HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HMI HOLLOW METAL INSULATED

HORIZ HORIZONTAL

HP HIGH POINT

HR HANDRAIL, HOUR

HTG HEATING

HTR HEATER

HVAC HEATING/VENTILATING/AIR

CONDITIONING

HW HOT WATER

I

ID INSIDE DIAMETER

IN INCH OR INCHES

INCL INCLUDE (ING)

INSUL INSULATE (D), (ION)

INT INTERIOR

INV INVERT

J

J JOIST

JAN JANITOR

JCT JUNCTION

JT JOINT

K

KD KNOCKED DOWN

KIT KITCHEN

L

L LENGTH, LONG

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LF LINEAR FOOT (FEET)

LH LEFT HAND

LIN LINEAR

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LOUV LOUVER

LP LOW POINT

LT LIGHT

LVT LUXURY VINYL TILE

ABBREVIATIONS

LW LONG WAY

M

MAG MAGNETIC

MAR MARBLE

MAS MASONRY

MAX MAXIMUM

MBD MARKER BOARD

ME MATCH EXISTING

MECH MECHANICAL

MED MEDIUM

MEM MEMBER

MEMB MEMBRANE

MEP MECHANICAL, ELECTRICAL,

PLUMBING

MEPFP MECHANICAL, ELECTRICAL,

PLUMBING, FIRE PROTECTION

MET METAL

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR GWB MOISTURE RESISTANT GYPSUM

WALL BOARD

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N

N NORTH

NAT NATURAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NORM NORMAL

NTS NOT TO SCALE

O

OA OVERALL

OBS OBSCURE

OC ON CENTER (S)

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

P

P LAM PLASTIC LAMINATE

P&R PATCH & REPAIR

PAVMT PAVEMENT

PC PLUMBING CONTRACTOR

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PERF PERFORATED

PERM PERMANENT

PL PLATE

PLAS PLASTER

PLAST PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PNT PAINT

POLYISO POLYISOCYANURATE INSULATION

ABBREVIATIONS

PPT PORCELAIN TILE

PR PAIR

PREP PREPARE (ATION)

PROJ PROJECT (ION)

PROP PROPERTY

PRTN PARTITION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAINTED

PVC POLYVINYL CHLORIDE

Q

QTY QUANTITY

QZ QUARTZ

R

R RISER, RADIUS

RA RETURN AIR

RAD RADIUS

RB RUBBER BASE

RD ROOF DRAIN

RECP RECEPTICLE

REF REFERENCE

REFL REFLECT (ED), (IVE), (OR)

REFR REFRIGERATOR, REFRIGERATION

REINF REINFORCE (D), (ING)

REQD REQUIRED

RES RESILIENT

RET RETURN, RETAINING

REV REVISION (S), REVISED

RH RIGHT HAND

RI RIGID INSULATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT-OF-WAY

RUBR RUBBER

S

S SOUTH

SA SUPPLY AIR

SAB SOUND ATTENUATION BLANKET

SAD SADDLE

SAN SANITARY

SC SOLID CORE

SCH SCHEDULE

SCW SOLID CORED WOOD

SDT STATIC DISSIPATIVE TILE

SECT SECTION

SF SQUARE FOOT (FEET)

SG SPANDREL GLASS

SHT SHEET

SHWR SHOWER

SIM SIMILAR

SP SPECIAL

SPEC SPECIFICATION (S)

SPKR SPEAKER

SPL SPANDREL PANEL

SQ SQUARE

SS STAINLESS STEEL

SSM SOLID SURFACE

ST STREET

STD STANDARD

STL STEEL

STOR STORAGE

STR STRUCTURE (AL)

SURF SURFACE

SUSP SUSPENDED

ABBREVIATIONS

SW SWITCH

SY SQUARE YARD

SYM SYMMETRY (ICAL)

SYS SYSTEM

T

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

T&P TAPE & PRIME

T/ TOP OF

T/ STL TOP OF STEEL

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICK (NESS)

TOL TOLERANCE

TP TOILET PARTITION

TPH TOILET PAPER HOLDER

TRANS TRANSVERSE

TS TERMINATION STRIP

TV TELEVISION

TYP TYPICAL

TYPOS TYPICAL OTHER…