LEJU NH180 2012 NATIONAL INTREPID CENTER OF EXCELLENCE.pdf

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PROJECT NORTH

Miller, Beam & Paganelli

ACOUSTICS

12040 South lakes Drive #104 Reston, Virginia 20191 703.506.0005

Pl ot

D at e:

MARINE CORPS BASE CAMP LEJEUNE

NORTH CAROLINA

CAMP LEJEUNE

KJWW

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Cagley & Associates

STRUCTURAL

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

SmithGroup MidAtlantic, Inc.

MEPFP

901 K Street NW Suite 400 Washington, DC 20001 202.842.2100

SMITHGROUP, PLLC

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COVER SHEET

G0.1 28300.000

NATIONAL INTREPID CENTER OF EXCELLENCE

CAMP LEJEUNE, NORTH CAROLINA

CONTRACT DOCUMENTS

29 AUGUST 2012

FOUNDATION AND STEEL CONSTRUCTION 13 JUN 2012

CURTAIN WALL PACKAGE 11 JUL 2012

MEP BID PACKAGE 2 09 AUG 2012

CONTRACT DOCUMENTS 4 29 AUG 2012

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PROJECT NORTH

Miller, Beam & Paganelli

ACOUSTICS

12040 South lakes Drive #104 Reston, Virginia 20191 703.506.0005

Pl ot

D at e:

MARINE CORPS BASE CAMP LEJEUNE

NORTH CAROLINA

CAMP LEJEUNE

KJWW

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Cagley & Associates

STRUCTURAL

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

SmithGroup MidAtlantic, Inc.

MEPFP

901 K Street NW Suite 400 Washington, DC 20001 202.842.2100

SMITHGROUP, PLLC

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LOCATION PLAN

G0.2 28300.000

AREA OF MAP BELOW

CLINIC LOCATION VICINITY MAP

PROJECT SITE

PROJECT SITE

NICOE SATELLITE

FOUNDATION AND STEEL CONSTRUCTION 13 JUN 2012

DRAWING INDEX

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PROJECT NORTH

Miller, Beam & Paganelli

ACOUSTICS

12040 South lakes Drive #104 Reston, Virginia 20191 703.506.0005

Pl ot

D at e:

MARINE CORPS BASE CAMP LEJEUNE

NORTH CAROLINA

CAMP LEJEUNE

KJWW

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Cagley & Associates

STRUCTURAL

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

SmithGroup MidAtlantic, Inc.

MEPFP

901 K Street NW Suite 400 Washington, DC 20001 202.842.2100

SMITHGROUP, PLLC

12" = 1'-0"

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DRAWING INDEX

G0.3 28300.000

A Series Architectural Drawings

● ● ● ● A0.1 ARCHITECTURAL ABBREVIATIONS AND SYMBOLS

● ● ● A0.2 ARCHITECTURAL DIMENSIONING CONVENTIONS

● ● A1.1 ARCHITECTURAL SITE PLAN

● ● A1.2 SITE ENCLOSURES PLANS AND ELEVATIONS

● A1.3 SITE ENCLOSURE DETAILS

● ● ● A2.1A GROUND FLOOR SLAB EDGE PLAN

● ● ● ● ● ● A2.1B GROUND FLOOR PLAN

● ● ● ● ● A2.1C GROUND FLOOR DIMENSION PLAN

● ● ● A2.RA ROOF DECK PLAN

● ● ● A2.RB ROOF PLAN

● ● A3.1 REFLECTED CEILING PLAN

● ● ● ● ● A4.1.1 EXTERIOR ELEVATIONS

● ● ● ● A4.1.2 EXTERIOR ELEVATIONS

● ● ● ● A4.2.1 BUILDING SECTIONS

● ● ● ● A4.3.1 3D VIEWS

● ● ● ● A4.4.1 ENLARGED ELEVATIONS AND SECTIONS

● ● A4.4.2 ENLARGED ELEVATIONS

● ● ● ● A5.1.1 PLAN DETAILS

● ● A5.1.2 PLAN DETAILS

● ● ● ● A5.2.1 SECTION DETAILS

● ● A5.2.2 SECTION DETAILS

● ● A5.2.3 SECTION DETAILS

● A5.3.1 ROOFING DETAILS

● ● A5.4.1 CANOPY DETAILS

● ● ● A7.1.1 ENLARGED FLOOR PLANS - COMMON AREAS

● ● ● A7.1.2 ENLARGED PLANS AND RCP - TOILET ROOMS

● ● ● A7.2.1 GROUND FLOOR FINISH PLAN

● A7.2.2 GROUND FLOOR WALL FINISH PLAN

● A8.1.1 TYPICAL MOUNTING HEIGHTS AND CLEARANCES

● ● ● A8.1.2 TYPICAL TOILET ROOM MOUNTING HEIGHTS AND CONFIGURATIONS

● A8.1.3 TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTS AND LOCATIONS

● A8.1.4 TYPICAL REFLECTED CEILING PLAN LOCATIONS AND CONFIGURATIONS

● ● A8.2.1 INTERIOR ELEVATIONS - COMMON AREAS

● ● A8.2.2 INTERIOR ELEVATIONS - CENTRAL PARK

● A8.2.3 INTERIOR ELEVATIONS - TOILET ROOMS

● ● A8.3.1 INTERIOR ELEVATIONS - CLINICAL SPACES

● ● ● A9.1.1 ROOM FINISH SCHEDULE

● ● ● ● A9.2.1 PARTITION DETAILS

● A9.2.2 PARTITION DETAILS

● A9.2.3 PARTITION DETAILS

● ● ● ● ● A9.3.1 DOOR SCHEDULE

● A9.3.2 FRAME AND OPENING DETAILS

● A9.3.3 FRAME AND OPENING DETAILS

● A9.4.1 INTERIOR DETAILS

● A9.4.2 INTERIOR DETAILS

● A9.4.4 INTERIOR CEILING DETAILS

● A9.4.5 INTERIOR CEILING DETAILS

● A9.4.6 INTERIOR CEILING DETAILS

● A9.5.1 MODULAR CASEWORK DETAILS

● A9.6.1 ARCHITECTURAL WOODWORK DETAILS

● A9.6.2 ARCHITECTURAL WOODWORK DETAILS

● A9.7.1 SIGNAGE SCHEDULE

E Series Electrical Drawings

● ● ● ● ● E0.01 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

● ● ● ● E1.01 ELECTRICAL SITE PLAN

● ● ● ● E2.00 ELECTRIC FOUNDATION PLAN

● ● ● E2.01 ELECTRICAL POWER PLAN - GROUND FLOOR

● ● ● E2.02 ELECTRICAL POWER PLAN - ROOF

● ● ● E3.01 ELECTRICAL LIGHTING PLAN - GROUND FLOOR

● ● ● ● E5.01 ELECTRICAL PARTIAL POWER PLANS AND POWER RISER DIAGRAM

● ● E6.01 ELECTRICAL DETAILS

● ● ● E7.01 LIGHTING FIXTURE SCHEDULE

● ● ● E7.02 MECHANICAL EQUIPMENT SCHEDULE

● ● ● E7.03 ELECTRICAL PANEL SCHEDULES

● ● ● E7.04 ELECTRICAL PANEL SCHEDULES

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M Series Mechanical Drawings

● ● ● ● ● M0.1 MECHANICAL ABBREVIATIONS AND SYMBOLS

● ● ● ● M2.1 HVAC SYSTEMS LEGEND

● ● ● ● M2.2 HVAC ZONES LEGEND

● ● ● ● M2.3 GROUND FLOOR AIR TERMINAL PLAN

● ● ● M2.4 GROUND FLOOR HVAC DUCT PLAN

● ● ● M2.5 HVAC ROOF PLAN

● ● ● M2.6 OVERALL 3D VIEW

● ● ● ● M3.1 GROUND FLOOR HVAC PIPING PLAN

● ● ● ● M4.1 MECHANICAL ROOM ENLARGED PIPING AND DUCT PLANS

● ● ● ● M4.2 MECHANICAL ROOM SECTIONS

● ● ● M4.3 MECHANICAL ROOM 3D VIEWS

● ● ● ● M4.4 MECHANICAL ROOM PIPING PART PLAN

● ● M4.5 BUILDING SECTIONS

● ● M4.6 BUILDING SECTIONS

● ● M4.7 BUILDING SECTIONS

● ● ● M5.1 HOT WATER AND CHILLED WATER PIPING DIAGRAMS

● ● ● ● M6.1 MECHANICAL DETAILS

● ● ● ● M6.2 MECHANICAL DETAILS

● ● ● M6.3 MECHANICAL DETAILS

● M6.4 MECHANICAL DETAILS

● ● ● M7.1 SCHEDULES

● ● ● M7.2 SCHEDULES

● ● ● M7.3 SCHEDULES

● ● ● M8.1 CONTROLS

● ● ● M8.2 CONTROLS

● ● ● M8.3 CONTROLS

● ● ● M8.4 CONTROLS

● ● ● M8.5 CONTROLS

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G Series General Drawings

● ● ● ● ● ● G0.1 COVER SHEET

● ● ● ● G0.2 LOCATION PLAN

● ● ● ● ● ● G0.3 DRAWING INDEX

L Series Landscape Drawings

● ● L1.0 LAYOUT, MATERIALS AND GRADING PLAN

● L1.1 SITE DETAILS

● ● ● L2.0 PLANTING PLAN

● L2.1 PLANTING DETAILS

P Series Plumbing Drawings

● ● ● ● ● P0.1 PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES

● ● ● ● P2.00 PLUMBING FOUNDATION PLAN

● ● ● ● ● P2.01 PLUMBING GROUND FLOOR PLAN

● ● ● ● P2.02 PLUMBING ROOF PLAN

● ● ● ● P5.01 SANITARY WASTE & VENT RISER DIAGRAM

● ● ● ● P5.02 DOMESTIC WATER RISER DIAGRAM

● ● ● ● P5.03 STORM WATER & GAS RISER DIAGRAM

● ● ● ● P7.01 PLUMBING SCHEDULES

● ● ● ● G1.0 PROJECT CODE SUMMARY

● ● ● ● G1.1 LIFE SAFETY PLAN

F Series Fire Protection Drawings

● ● ● ● F0.1 FIRE PROTECTION ABBREVIATIONS AND SYMBOLS

● ● ● ● F2.1 FIRST LEVEL FIRE PROTECTION PLAN

FA Series Fire Alarm Drawings

● ● ● ● FA0.1 FIRE ALARM ABBREVIATIONS AND SYMBOLS

● ● ● ● FA2.0 FIRE ALARM FLOOR PLAN

AQ Series Equipment and Furniture

● ● AQ1 GROUND FLOOR EQUIPMENT REFERENCE PLAN

● ● AQ1.A GROUND FLOOR EQUIPMENT PLAN - AREA A

● ● AQ1.B GROUND FLOOR EQUIPMENT PLAN - AREA B

● ● AQ1.C GROUND FLOOR EQUIPMENT PLAN - AREA C

● ● AQ1.D GROUND FLOOR EQUIPMENT PLAN - AREA D

S Series Structural Drawings

● ● ● S1.0 GENERAL NOTES

● ● ● S2.1 GROUND FLOOR FOUNDATION PLAN

● ● ● ● S2.2 ROOF FRAMING PLAN

● S2.3 UTILITY ENCLOSURE PLANS AND DETAILS

● ● ● S3.1 TYPICAL FOUNDATION DETAILS

● ● ● S3.2 TYPICAL FOUNDATION DETAILS

● ● ● S4.1 TYPICAL FRAMING DETAILS

● ● ● S4.2 TYPICAL FRAMING DETAILS

● ● ● S4.3 TYPICAL FRAMING DETAILS

● ● ● S4.4 BRACED FRAME ELEVATIONS AND DETAILS

T Series Telecommunications Drawings

● ● ● T0.1 COVER SHEET - TECHNOLOGY

● ● ● T2.0 GROUND FLOOR PLAN - TECHNOLOGY

● ● ● T2.1 ENLARGED PLANS - TECHNOLOGY

● ● ● T3.0 DETAILS - TECHNOLOGY

● ● ● T4.0 RISER DIAGRAMS - TECHNOLOGY

● ● ● T5.0 SCHEDULES - TECHNOLOGY

FOUNDATION AND STEEL CONSTRUCTION 13 JUN 2012

CURTAIN WALL PACKAGE 11 JUL 2012

MEP BID PACKAGE 2 09 AUG 2012

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PROJECT NORTH

Miller, Beam & Paganelli

ACOUSTICS

12040 South lakes Drive #104 Reston, Virginia 20191 703.506.0005

Pl ot

D at e:

MARINE CORPS BASE CAMP LEJEUNE

NORTH CAROLINA

CAMP LEJEUNE

KJWW

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Cagley & Associates

STRUCTURAL

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

SmithGroup MidAtlantic, Inc.

MEPFP

901 K Street NW Suite 400 Washington, DC 20001 202.842.2100

SMITHGROUP, PLLC

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PROJECT CODE

SUMMARY

G1.0 28300.000

CODE SUMMARY

NATIONAL INTREPID CENTER OF EXCELLENCE

CAMP LEJEUNE, NORTH CAROLINA

FIRE PROTECTION CODE SUMMARY

DESIGN CRITERIA:

2009 ed. IBC The 2009 International Building Code by the International Code Council

2009 ed. IPC The 2009 International Plumbing Code by the International Code Council

2009 ed. IMC The 2009 International Mechanical Code by the International Code Council

2011 ed. NEC The 2011 National Electrical Code by the National Fire Protection Association

The ABA Accessibility Standard for Department of Defense Facilities as adopted by the Deputy Secretary of Defense on October 31, 2008

Applicable National Fire Codes by the National Fire Protection Association as referenced by UFC 1-200-01 including but not limited to:

NFPA 1, 2012 ed. - Fire Code NFPA 10, 2010 ed. - Standard for Portable Fire Extinguishers NFPA 13, 2010 ed. - Automatic Sprinkler Systems NFPA 14, 2010 ed. - Standard for the Installation of Standpipe and Hose Systems NFPA 24, 2007 ed. - Installation of Private Fire Service Mains and Their Appurtenances NFPA 54, 2012 ed. - National Fuel Gas Code NFPA 70, 2011 ed. - National Electrical Code NFPA 72, 2010 ed. - National Fire Alarm Code NFPA 80, 2010 ed. - Standard for Fire Doors and Other Opening Protectives NFPA 80A, 2012 ed. - Recommended Practice for Protection of Buildings from Exterior Fire Exposures NFPA 90A, 2012 ed. - Installation of Air Conditioning and Ventilating Systems NFPA 90B, 2012 ed. - Standard for the Installation of Warm Air Heating and Air-Conditioning Systems NFPA 101, 2012 ed. - The Life Safety Code NFPA 110, 2010 ed. - Standard for Emergency and Standby Power Systems NFPA 1963, 2009 ed. - Fire Hose Connections

UFC 1-200-01, CHANGE 2 - GENERAL BUILDING REQUIREMENTS

CORE UNIFIED FACILITIES CRITERIA:

UFC 3-101-01 - ARCHITECTURE

UFC 3-201-01 - CIVIL ENGINEERING

UFC 3-301-01 - STRUCTURAL ENGINEERING

UFC 3-400-10N - MECHANICAL ENGINEERING

UFC 3-410-01FA - HEATING, VENTILATING AND AIR CONDITIONING

UFC 3-420-01 - PLUMBING SYSTEMS

UFC 3-501-01 - ELECTRICAL ENGINEERING

UFC 3-600-01 - FIRE PROTECTION ENGINEERING FOR FACILITIES

UFC 4-010-01 - DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

BUILDING DESCRIPTION

THE NATIONAL INTREPID CENTERS OF EXCELLENCE (NICoE) ARE A SERIES OF FACILITIES

BEING CONSTRUCTED THROUGHOUT THE UNITED STATES TO SPECIALIZE IN THE

REHABILITATION OF MILITARY SERVICEMEN AND WOMEN SUFFERING FROM TRAUMATIC

BRAIN INJURIES. THE NICoE - CAMP LEJEUNE SITE WILL BE ONE STORY IN HEIGHT AND

PROVIDE OUTPATIENT SERVICES EXCLUSIVELY. ANTICIPATED SERVICES INCLUDE PHYSICAL

THERAPY, SPEECH THERAPY, OCCUPATIONAL THERAPY AND COUNSELING. AS SUCH, THE

PROPOSED FACILITY WILL BE CONSIDERED A BUSINESS OCCUPANCY.

BUILDING DESCRIPTION

OCCUPANCY CLASSIFICATION:

MEDICAL OFFICE BUILDING: FULLY SPRINKLERED

GROUP B BUSINESS - DOCTOR'S OFFICES, ADMINISTRATIVE AREAS

CLASSROOMS AND ASSEMBLY ROOMS < 750 SF IN AREA

CONSTRUCTION TYPE:

TYPE IIB NONCOMBUSTIBLE

ALLOWABLE AREA/FLOOR(SqFt) B

BASIC ALLOWABLE: 23,000 IBC TABLE 503

SPRINKLER INCREASE: 69,000 IBC SECTION 506.3

TOTAL ALLOWABLE PER FLOOR: 92,000

ACTUAL SQUARE FOOTAGE (SqFt): 24,665

ALLOWABLE BUILDING HEIGHT: B IBC TABLE 503

STORIES: 4 IBC 503, 504 (FULLY SPRINKLERED)

HEIGHT: 75 IBC 503, 504 (FULLY SPRINKLERED)

ACTUAL STORIES: 1

ACTUAL HEIGHT: 17 FT

BUILDING ELEMENTS - MINIMUM FIRE RESISTIVE REQUIREMENTS

BUILDING ELEMENT TYPE IIB IBC TABLE 601

STRUCTURAL FRAME 0 HOUR

BEARING WALLS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

NONBEARING WALLS/PARTITIONS

EXTERIOR 0 HOUR

INTERIOR 0 HOUR

FLOOR CONSTRUCTION 0 HOUR

ROOF CONSTRUCTION 0 HOUR

INCIDENTAL RATINGS

FIRE BARRIERS: THE FOLLOWING INCIDENTAL AREAS ARE TO BE ENCLOSED WITH 1-HOUR FIRE

RESISTANCE RATED CONSTRUCTION WITH 45-MINUTE DOORS:

- MECHANICAL ROOM

- ELECTRICAL ROOM

- COMMUNICATIONS ROOM

SMOKE RESISTIVE: THE FOLLOWING ARE TO BE ENCLOSED WITH SMOKE RESISTIVE CONSTRUCTION:

- STORAGE ROOM(S) > 100 SqFt.

CORRIDORS

PROTECTION: 0-HOUR FIRE RESISTANCE RATING (FULLY SPRINKLERED)

WIDTH (MIN): CORRIDORS IN ALL AREAS ARE REQUIRED TO BE 44 INCHES MINIMUM

(SERVING UP TO 220 OCCUPANTS), AND 36 INCHES WHEN SERVING 50

OCCUPANTS OR LESS

DEAD END CORRIDORS

OR HALLWAY: MAXIMUM LENGTH OF 50 FEET IN BUSINESS OCCUPANCIES

OCCUPANT LOAD CALCULATION

GROSS FLOOR AREA: 24,665 SqFt.

BUSINESS 16,6158 SqFt. / 100 SqFt. PER PERSON = 162

ASSEMBLY

UNCONCENTRATED 3,178 SqFt. / 15 SqFt. PER PERSON = 212 CLASSROOM 426 SqFt. / 20 SqFt. PER PERSON = 22 FITNESS 2,008 SqFt. / 50 SqFt. PER PERSON = 41 STORAGE/MECHANICAL 2,894 SqFt. / 300 SqFt. PER PERSON = 10

TOTAL OCCUPANCY = 447

EXITS

NUMBER OF EXITS

1. FROM FLOROS OR SPACES MIN. OF 2 EXITS SERVING 1 TO 500 OCCUPANTS

MIN. OF 3 EXITS SERVING 501 TO 1000 OCCUPANTS

MIN. OF 4 EXITS SERVING OVER 1000 OCCUPANTS

2. FROM ROOMS MIN OF 2 EXIT ACCESS DOORS REQUIRED WHEN:

A. COMMON PATH > 100 FT

B. OCCUPANT LOAD > 50 PEOPLE

EXITS REQUIRED: 2

EXITS PROVIDED: 6

EXIT SEPARATION: AT LEAST TWO EXITS FROM THE BUILDING MUST BE

SEPARATED BY A LINEAR DISTANCE NO LESS THAN 1/3

OF THE LONGEST DIAGONAL DIMENSION OF THE

BUILDING REQUIRING TWO EXITS.

TRAVEL DISTANCE TO

AN EXIT (MAX.):

1. MAXIMUM TRAVEL: 300 FEET

2. MAXIMUM COMMON PATH: 100 FEET

3. MAXIMUM DEAD END: 50 FEET

EXIT DOORS

1. EGRESS WIDTH FACTOR: 0.2 INCHES PER PERSON

2. WIDTH (MAX.): 48 INCHES (SWINGING LEAF)

(MIN.): 32 INCHES MINIMUM CLEAR WIDTH

EXIT WIDTH REQUIRED: 86 INCHES

EXIT WIDTH PROVIDED: 285 INCHES

FIRE SUPPRESSION SYSTEMS

AUTOMATIC SYSTEMS

1. SPRINKLERS REQUIRED THROUGHOUT. SPRINKLERS UTILIZED

THROUGHOUT ARE TO BE QUICK-RESPONSE TYPE TO THE

GREATEST EXTENT PRACTICABLE

2. DESIGN CODE/STANDARD NFPA 13 - 2010 EDITION; INSTALLATION OF SPRINKLER SYSTEMS

MANUAL SYSTEMS

PORTABLE FIRE

EXTINGUISHERS: REQUIRED IN ACCORDANCE WITH NFPA 1 FIRE CODE

FIRE ALARM SYSTEM

FIRE ALARM SYSTEM: FULL FIRE ALARM SYSTEM COVERAGE THROUGHOUT, WITH ADA

COMPLIANT VISUAL APPLIANCES

AUTOMATIC FIRE

DETECTION SYSTEM: PARTIAL

EXIT SIGNAGE

EXIT SIGNS: ILLUMINATED WITH DIRECTIONAL SIGNS, PLACED TO CLEARLY MARK

DIRECTION TO AN EXIT, 100 FT. OR LESS TO NEAREST SIGN WITHIN

CORRIDORS, SPACES REQUIRING TWO OR MORE MEANS OF EGRESS AND

AT EXIT DOORS.

EMERGENCY EGRESS

ILLUMINATION: AVERAGE OF 1.0 FOOTCANDLES AT EGRESS PATHS WITH A MIN. OF 0.1

FOOTCANDLE AT ANY POINT

POWER SUPPLY: MEANS OF EGRESS ILLUMINATION NORMAL POWER IS TO BE PROVIDED BY

PREMISE'S ELECTRICAL SYSTEM

1 2 3 4 5 6 7 8

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GROUP THERAPY

CLASSROOM

NICOE LIAISON

ADMIN CUBICLES

NICOE DIRECTOR

MANAGEMENT

ANALYST

VESTIBULE

MECHANICAL

WAITING

CENTRAL PARK

LOUNGE

REC THERAPY

SPEECH O/E

NEUROPSYCH O/E

IN-TAKE

CASE MNGR

RECEPTION

CASE MNGR

CASE MNGR

IN-TAKE

SPEECH O/E

PSYCH TEST PSYCH TEST

VESTIBULAR

TESTING

NEUROPSYCH O/E

PSYCH TEST

COMM

ELECT

TEAM ROOM

PAT TLT

PAT TLT

CONSULT

SPEECH O/E

OT TREATMENT

EQUIP / STORAGE

CLEAN UTILITY

NEUROPSYCH O/E

BH CONSULT

PSYCH TEST

BIO FEEDBACK

TEAM ROOM SOILED UTILITY

JC

STAFF TLT

OT EVAL

CONSULT

TEAM ROOM

RN EDUCATOR

OFFICERN CLINIC MNGR

NICOE DIRECTOR

REGIONAL

COORDINATOR

OT EVAL

CONSULT

PT EVAL

OT TREATMENT

BH CONSULT

BH CONSULT

FAMILY THERAPIST

(CHAPLAIN)

TREATMENT

TREATMENT

TREATMENT

TREATMENT

TREATMENT

SPEECH O/E

PT EVAL

OT TREATMENT

OT EVAL

PT EVAL

NEUROPSYCH

CLERK

MAXIMUM DIAGONAL = 262FT 6IN

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2'8"

4'9"

5'6"

2'8" 2'8"

2'8" 1'4"

1" 80

80 81

OCCUPANT LOAD LEGEND

BUSINESS

ASSEMBLY-

UNCONCENTRATED

CLASSROOM

FITNESS/

LOCKER ROOMS

STORAGE/

MECHANICAL

15,967

3,370

2,008

2,894

OCCUPANCY

USE GROUP

HATCHING

PATTERN AREA

OCCUPANT

LOAD

FACTOR

TOTAL 24,665

CALCULATED

OCCUPANT

LOAD

LIFE SAFETY LEGEND

MAXIMUM DEAD END

MAXIMUM COMMON PATH

MAXIMUM TRAVEL DISTANCE

X Y Z

X = ANTICIPATED NUMBER OF USERS

Y = ACTUAL WIDTH OF PROVIDED EGRESS COMPONENT

Z = REQUIRED WIDTH OF EGRESS COMPONENT

CONFERENCE

ROOM

FEMALE TOILET

TOILET / SHOWER

CHANGING

LOCKER ROOM

AUDIO VISUAL

SUPPLY ROOM

MALE TOILET

COMM

ELECT

PATIENT TLT

STORAGE

STORAGE

JC

TREATMENT

CUBICLES

PT CORRIDOR

A.2

0.7A

0.2A 0.4A

D.7

4.2

2'8"

1"

2'8"

1"

5'6" 10"

1'4"

1'4"

1'4" 1'5"

2'8"

1"

M

AX

IM

UM

C

OM

M

ON

P

AT

H

FT

IN

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

KEYPLAN

SEALS AND SIGNATURES

ISSUED FOR REV DATE

PROJECT NORTH

Miller, Beam & Paganelli

ACOUSTICS

12040 South lakes Drive #104 Reston, Virginia 20191 703.506.0005

Pl ot

D at e:

MARINE CORPS BASE CAMP LEJEUNE

NORTH CAROLINA

CAMP LEJEUNE

KJWW

ELECTRONIC SECURITY / TELECOMMUNICATIONS

2882 106th Street Suite 100 Des Moines, Iowa 50322 515.334.9906

Cagley & Associates

STRUCTURAL

6141 Executive Boulevard Rockville, Maryland 20852 301.881.9050

901 K STREET NW

SUITE 400

WASHINGTON, DC 20001

202.842.2100 www.smithgroupjjr.com

SmithGroup MidAtlantic, Inc.

MEPFP

901 K Street NW Suite 400 Washington, DC 20001 202.842.2100

SMITHGROUP, PLLC

1/8" = 1'-0"

8/

/2

7:

:5

PM

LIFE SAFETY PLAN

G1.1 28300.000

S x

21.42

21.42

21.56

21.93

21.58

21.90

21.58

21.98

21.98

21.98

21.98

21.98

21.86

21.86

21.76

21.60

21.94

21.94

21.98

21.67

21.34

21.34

21.34

21.67

21.98

21.94

21.67

21.39

21.35

RIM 20.80

RIM 20.80

RIM 19.00

RIM 21.30

RIM 21.50

RIM 21.30

RIM 21.30

R

I

M

RIM 21.30

RIM 19.90

B

C

21.82

21.76

21.67

21.67

21.67

21.67

21.90

21.92

21.32

36.00'

24.00' 4.00'

8.00'

15.14'

32.00'

16.00'

12.00' 16.00'

33.05'

5.00'

6.00'

6.00' 6.00'

4.00'

13.62'

2.00'

R16.19' R18.23'

R25.00'

R33.00'

R42.50'

R54.00' 6.75'

5.65'

5.54'

6.00'

50.32'

17.65'

6.00'

32.67'

20.00'

35.33'

37.78'

R14.00'

R14.00'

R65.72'

43.10'

43.10'

21.62

21.69

21.69

21.89

21.45

21.45 21.51

21.64

21.94

21.90

19.22

19.17

20.31

20.26

PLANTING BED

CHAIR (TYP)

CONCRETE WALK

PLANTER (TYP)

ALTERNATE TERRAIN

REHABILITATION AREA

(TYP)

CONCRETE WALK

CONCRETE WALK

CONCRETE WALK

ACCESSIBLE CURB RAMP

CONCRETE WALK

B

C

FLUSH CURB

TRANSITION FROM FLUSH

CURB TO STANDARD

CURB OVER 10'

TRANSITION FROM FLUSH CURB

TO STANDARD CURB OVER 10'

21.69

21.43

21.98

21.98

21.67

21.67

12.00'

8.00'

BICYCLE HOOP

TYP, 3 EQUALLY SPACED

4.0' x 4.0' CONCRETE PAD

AT DOOR, TYP

8.00' 16.00'

3.00'

PLANTING BED

PLANTING BED

BENCH (TYP)

16.00'

9.05'

8.00'

21.74

21.58

21.62

21.62

21.4

21.6

21.58

PAVEMENT JOINTING

ON 4' X 8' GRID

6" PERF CORRUGATED

HDPE UNDERDRAIN WITH

FABRIC (SOCK) WRAP

IN PLANTER AREA

6" SOLID CORRUGATED HDPE DRAIN PIPE

FIELD ROUTE TO PICK UP TERRAIN DRAINS CONNECT HDPE DRAIN

TO STORM STRUCTURE

(SEE CIVIL DRAWINGS)

AT IE 17.50

6" UNDER DRAIN IE 19.00

INSTALL CLEAN OUT ON END

SLOPE DRAIN PIPE UNIFORMLY FROM

PLANTER AREA TO STORM STRUCTURE.

L1.1

4" CONCRETE PLAZA PAVEMENT

(REAR PLAZA)

L1.1

4" CONCRETE PLAZA PAVEMENT

(FRONT PLAZA)

L1.1

THICKENED SLAB

L1.1

L1.1

CONTROL JOINT

L1.1

EXPANSION JOINT

L1.1

FLAG POLE

L1.1

ACCESSIBLE

CURB RAMP

THICKENED SLAB

L1.1

[Drawing Title Text]

[A0.0]

DD

L1.0

LAYOUT, MATERIALS

AND GRADING PLAN

NOTES:

1. THIS PLAN IDENTIFIES SITE ELEMENTS,

CRITICAL DIMENSIONS AND GRADES OF

SIDEWALKS AND PLAZAS.

2. REFER TO CIVIL DRAWING FOR GEOMETRIC

PLANS OF ROADS, PARKING AREAS AND CURB

LINES.

3. REFER TO CIVIL DRAWINGS FOR UTILITY PLANS

AND ADDITIONAL SITE GRADING.

4. REFER TO CIVIL DRAWINGS FOR CONCRETE

WALK, ACCESSIBLE RAMP AND CURB AND

GUTTER DETAILS.

5. COORDINATE THE INSTALLATION OF

CORRUGATED HDPE DRAIN PIPE SHOWN ON

THIS DRAWING WITH THE CIVIL ENGINEERING

GRADING AND DRAINAGE DRAWING.

1/4"

M

I N

4" 4"

CONCRETE FOOTING

COMPACTED SUBGRADE

COMPACTED AGGREGATE

CONCRETE WALK

8"Ø CAST-IN-PLACE

BLACK VINYL COATED

GALVANIZED STEEL; 2 3/8"

O.D. SCHEDULE 40 PIPE

3/8" x 6" STEEL ANCHOR RODS

SUBMIT PRODUCT

LITERATURE FOR REVIEW

AND APPROVAL

1'-11

" 1'-11

" 1'-11

" 1'-11

8'-0"

SLOPE CONCRETESLOPE CONCRETE

ALUMINUM GRATE PANEL WIDTH

BE

AR

IN

G

BA

R

DI

RE

CT

IO

N

3" DRAIN

CONCRETE

WALK

L13 4" x 13

4" x 14" PERIMETER

PANEL SEAT ANGLE

PLAN

1'-10

" 1'-10

" 1'-10

" 1'-10

8'-0"

SLOPE CONCRETESLOPE CONCRETE

ALUMINUM GRATE PANEL WIDTH

BE

AR

IN

G

BA

R

DI

RE

CT

IO

N

3" DRAIN

CONCRETE

WALK

L13 4" x 13

4" x 14" PERIMETER

PANEL SEAT ANGLE

PLAN - TERRAIN AREA ADJACENT TO PAVEMENT EDGE

6"

EDGE OF CONCRETE

LAWN AREA

ALUMINUM BAR GRATING

PLAY SAND

LAWN AREA

1 2

6"

3 4

6" AGGREGATE

FILTER FABRIC

SECTION B-B

2" CHAMFER

CONCRETE

PEA STONE

SLOPE CONCRETE

TO DRAIN

SEAT ANGLE

A

A

A

A

B B

ALUMINUM BAR GRATING

4 " D. x 3'-111

4" L. PANELS

15-SGI-4 AS MANUFACTURED

BY DIRECT METALS, OR APPROVED EQUAL

2" DEEP PLAY SAND OR STONE

24" SQUARE OF FILTER FABRIC

CENTERED OVER DRAIN3" DIA RISER PIPE

6" DIA DRAIN

3" DROP IN GRATE

ADS #0330SDS OR

APPROVED EQUAL

4" CONCRETE WALK

1 2

6"

4'-0"

3'-8"

2"

2"

1 2

AGGREGATE

FILTER FABRIC

2"x11 2"x1

4" 6061T6 ALUMINUM PERIMETER

SEAT ANGLE WITH 3

8"x3" LONG ANCHORS

@ 18" O.C. TYP.

NOTE:

RISER PIPE AND DRAIN PIPE TO BE

SINGLE WALL CORRUGATED HDPE

SOLID WALL TUBING.

SECTION A-A

WASHED PEA STONE

NOTE:

ONE TERRAIN AREA TO HAVE PLAY SAND SURFACE

ONE TERRAIN AREA TO HAVE WASHED STONE SURFACE

WASHED STONE GRADATION TO BE 11

2" TO 3 4".

2"x11 2"x1

4" ALUMINUM

SEAT ANGLE

CONCRETE

ALUMINUM BAR GRATE

ALUMINUM ANCHOR BLOCK

ALUMINUM TREADED INSERT

STAINLESS STEEL BOLT WITH WASHER

4 x 20 UNC x 11

4" LONG (NOTE 2)

NOTES:

1. ALUMINUM ANCHOR BLOCK INSTALLED BY GRATING

MANUFACTURER.

2. COORDINATE BOLT AND TREADED INSERT SIZE WITH

ANCHOR BLOCK.

3. THREADED INSERT TO HAVE KNURLED EXTERIOR

SURFACE.

4. SUPPLY PLASTIC REMOVABLE PLUGS FOR INSERTS. COLOR

TO BE SILVER.

5. FIELD LOCATE, DRILL AND PLACE THREADED

INSERTS. EPOXY THREADED INSERTS INTO CONCRETE.

SECTION AT ANCHOR BLOCK

4" CONCRETE PLAZA PAVEMENT1

SECTION NTS

CONTROL JOINT3

SECTION NTS

EXPANSIONL JOINT4

SECTION NTS

BICYCLE HOOP5

SECTION NTS

FLAG POLE6

SECTION NTS

THICKENED SLAB2

SECTION NTS

ALTERNATE TERRAIN REHABILITATION AREAS7

PLAN AND SECTION NTS

L1.1

SITE DETAILS

x

S

S x

425 HEUCHERA 'ELECTRA'

4 CORNUS FLORIDA 'CHEROKEE BRAVE'

140 CAMPANULA GARGANICA 'DICKSON'S GOLD'

3 CORNUS FLORIDA 'CHEROKEE BRAVE'

540 PACHYSANDRA TERMINALIS

320 THYMUS PRAECOX 'COCCINEUS'

50 DELOSPERMA 'MESA VERDE'

70 DELOSPERMA 'MESA VERDE'

365 CAMPANULA GARGANICA 'DICKSON'S GOLD'

1550 PACHYSANDRA TERMINALIS

9 AMELANCHIER ARBOREA

5 PINUS TAEDA

3 QUERCUS SHUMARDII

2 ULMUS PARVIFOLIA 'DYNASTY'

200 DELOSPERMA 'MESA VERDE'

16 JUNIPERUS CHINENSIS 'SEA GREEN'

105 NEPETA X FAASSENII 'WALKER'S LOW'

185 HEMEROCALLIS 'HAPPY RETURNS'

135 HEMEROCALLIS 'HAPPY RETURNS'

4 QUERCUS PHELLOS

2 ULMUS PARVIFOLIA 'DYNASTY'

4 QUERCUS PHELLOS

4 ULMUS PARVIFOLIA 'DYNASTY'

1 MAGNOLIA GRANDIFLORA

3 PINUS TAEDA

2 MAGNOLIA GRANDIFLORA

1 QUERCUS SHUMARDII

205 DELOSPERMA

'MESA VERDE'

LAWN

LAWN

LAWN

LAWN (ALL PARKING

LOT ISLANDS EXCEPT

AS SHOWN)

LAWN (ALL PARKING LOT

ISLANDS EXCEPT AS SHOWN)

275 DELOSPERMA 'MESA

VERDE'

30 HEMEROCALLIS 'RUBY

STELLA'

12 CORNUS KOUSA

'GREENSLEEVES'

METAL EDGING TYP.

METAL EDGING TYP.

METAL EDGING TYP.

18" UNPLANTED MULCH

BORDER BACK OF CURB

82 HEMEROCALLIS 'HAPPY RETURNS'

72 NEPETA X FAASSENII 'WALKER'S LOW'

120 CAMPANULA GARGANICA

'DICKSON'S GOLD'

155 HEUCHERA 'ELECTRA'

MAINTENANCE

EDGE, TYP

METAL

EDGING

MAINTENANCE

EDGE, TYP

METAL

EDGING

[Drawing Title Text]

[A0.0]

DD

L2.0

PLANTING PLAN

PLANT LIST:

NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR INDEPENDENTLY DETERMINING THE PLANT MATERIAL QUANTITIES

REQUIRED BY THE PLANS.

2. NO PLANT SHALL BE INSTALLED BEFORE ROUGH GRADING AND THE ADDITION OF TOPSOIL HAS BEEN

FINISHED AND APPROVED BY THE OWNER'S REPRESENTATIVE.

3. THE LAYOUT OF ALL PLANTING BEDS, TREES, AND SHRUBS SHALL BE STAKED BY THE CONTRACTOR PRIOR

TO ANY PLANT INSTALLATION FOR REVIEW BY THE OWNER'S REPRESENTATIVE. INTERNAL BED LAYOUT

SHALL ALSO INCLUDE PERENNIAL GROUPINGS BY SPECIES. FLAGGING, STAKES, OR PAINT MAY BE USED

TO DELINEATE LOCATIONS AS SCALED FROM THE PLANS. THE OWNER'S REPRESENTATIVE WILL REVIEW

THESE LOCATIONS WITH THE CONTRACTOR BEFORE ANY PLANTS ARE INSTALLED AND MAKE MINOR

ADJUSTMENTS AS NECESSARY. SUCH ADJUSTMENTS SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

4. SPACING OF PLANT MATERIALS SHALL BE AS SHOWN ON PLANS AND AS INDICATED IN PLANT LISTS. THE

OWNER'S REPRESENTATIVE SHALL REVIEW THE PLACEMENT OF PLANT MATERIAL AFTER INSTALLATION, AND RESERVES THE RIGHT TO ADJUST LAYOUT TO ACCOMMODATE SITE CONDITIONS AND DESIGN INTENT.

5. ALL PLANT MATERIALS SHALL CONFORM TO PLANT SCHEDULES. SIZES SHALL BE THE MINIMUM STATED ON

THE PLANT LIST OR LARGER. ALL MEASUREMENTS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION

OF THE A.A.N. "STANDARDS FOR NURSERY STOCK".

6. ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO RECEIVE 4" MINIMUM TOPSOIL AND SOD UNLESS

NOTED FOR OTHER PLANT MATERIAL INSTALLATION ON THE PLAN.

7. PROVIDE 4" MINIMUM TOPSOIL FOR ALL SODDED AREAS.

8. ALL PLANTING BED AREAS SHALL RECEIVE A MINIMUM 12" DEPTH OF TOPSOIL.

9. ALL PARKING LOT ISLANDS AND LANDSCAPE BEDS SHALL BE CROWNED TO DRAIN. FLAT BEDS WILL NOT BE

PERMITTED. FINAL GRADE AFTER COMPACTION SHALL BE NO LOWER THAN 1" FROM TOP OF CURB.

10. INSTALL CONTINUOUS METAL EDGING TO SEPARATE ALL PLANT BEDS FROM LAWN.

11. CONTRACTOR SHALL CONFIRM THAT TREE PITS DO NOT HOLD WATER FOR A TIME PERIOD LONGER THAN

12 HOURS. CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE PRIOR TO PLANTING TREES IF

TREE PITS HOLD WATER LONGER THAN SPECIFIED PERIOD FOR FURTHER DIRECTION.

12. TREES SHALL HAVE CLEAR, SINGLE, UNBROKEN CENTRAL LEADERS. TREES WITHOUT SINGLE CENTRAL

LEADERS WILL BE REJECTED.

13. THE CONTRACTOR SHALL LOCATE AND VERIFY THE EXISTENCE OF ALL UTILITIES PRIOR TO STARTING

WORK.

14. ALL DEBRIS ASSOCIATED WITH PLANTING SHALL BE LEGALLY DISPOSED. CONTRACTOR IS RESPONSIBLE

FOR DISPOSAL.

NOTE:

NEVER CUT CENTRAL LEADERS. PRUNE ONLY TO REMOVE DEAD OR BROKEN BRANCHES.

UP TO 6' TALL

6' - 12' TALL

> 12' TALL

SCHEDULES

SIZE

DOUBLE STAKE

TRIPLE STAKE

TRIPLE GUY

STAKING / GUYING

4' MIN. OR 2' WIDER THAN TREE CANOPY AT GROUND LEVEL

5' MIN. OR 2' WIDER THAN TREE CANOPY AT GROUND LEVEL

8' MIN. OR 2' WIDER THAN TREE CANOPY AT GROUND LEVEL

MULCH SAUCER DIMENSION

TOP OF STAKES AND GUYS

TO BE SET 1/2 TO 2/3 UP TREE

SET STAKES VERTICAL AND AT

SAME HEIGHT

GUYING CABLE 3 GUYS

PER TREE

TURNBUCKLE

REMOVE BURLAP FROM

TOP 1/3 OF BALL

2" OF MULCH

MOUND TO FORM SAUCER

UNDISTURBED GROUND

PLANTING BACKFILL

AS SPECIFIED

SCARIFY TO 4" DEPTH

AND RECOMPACT

STAKES TO EXTEND 12"

BELOW TREE PIT IN

UNDISTURBED GROUND

GUYS

BETWEEN

ANGLE 30°- 45°

12" MIN.

TOP OF STAKES AND GUYS TO BE

SET ABOVE FIRST BRANCHES

GUYING CABLE, 3 GUYS

PER TREE

REMOVE BURLAP FROM TOP

1/3 OF BALL

STAKES TO EXTEND 12" BELOW

TREE PIT IN UNDISTURBED GROUND

COMPACTED PLANTING BACKFILL

LEVELING COURSE DEPTH AS REQUIRED

SCARIFY SIDES OF TREE PIT

PLANTING BACKFILL AS SPECIFIED

2x4 WOOD OR #3/LF METAL

FENCE POST ANCHOR STAKE

DRIVEN BELOW FINISH GRADE

MIN. LENGTH TO BE 24"

NOTES:

GUY ALL TREES 4" CAL. AND OVER. TRIPLE

STAKE TREES BETWEEN 2" AND 4" CAL. SET

STAKES VERTICAL AND AT SAME HEIGHT.

NEWER CUT CENTRAL LEADERS PRUNE

ONLY TO THIN CANOPY AND REMOVE DEAD

OR DAMAGED BRANCHES.

SET CROWN OF BALL AT FINISH GRADE

2" DEEP COMPOSTED BARK MULCH

DO NOT PLACE MULCH AGAINST

COLLAR OF TREE

MOUND PLANTING BACKFILL

TO FORM SAUCER AROUND

PLANT PIT. SET SAUCER

OUTSIDE OF GUY STAKES

12" MIN. FOR UP TO 3" CAL.

18" MIN. FOR 3" CAL. & LARGER

30°- 45°

MULCH SAUCER DIMENSION -

SEE SCHEDULE

2" CAL. & SMALLER

BETWEEN 2.5" & 3.5" CAL.

4" CAL. - 6" CAL.

SCHEDULES

SIZE

DOUBLE STAKE

TRIPLE STAKE

TRIPLE GUY

STAKING / GUYING

4' DIA.

5' DIA.

MIN. 8' DIA.- EXTEND OUTSIDE DIAMETER

TO INCLUDE GUYING STAKES

MULCH SAUCER DIMENSION

TURNBUCKLE

TREE WRAP

UNDISTURBED GROUND

NOTES:

NEVER CUT CENTRAL LEADERS. PRUNE ONLY TO THIN AND REMOVE DEAD, AND DAMAGED BRANCHES. SET

TREE STAKES VERTICAL AND AT SAME HEIGHT.

UP TO 2" CAL.

2" CAL. AND LARGER

SCHEDULES

SIZE

DOUBLE STAKE

TRIPLE STAKE

STAKING

4' DIA.

5' DIA.

MULCH SAUCER DIMENSION

STAKE TREE ABOVE FIRST

BRANCHES, MIN. 1/2 UP TREE

TREE WRAP

2" OF MULCH

MOUND TO FORM SAUCER

REMOVE BURLAP FROM

TOP 1/3 OF BALL

PLANTING BACKFILL

AS SPECIFIED

SCARIFY TO 4" DEPTH

AND RECOMPACT

STAKES TO EXTEND 12" BELOW

TREE PIT IN UNDISTURBED

GROUND

12" MIN.

STAKING/GUYING LOCATION PLAN

STAKING DETAILGUYING CABLE DETAIL PLAN

NOTES:

ORIENT STAKING/GUYING TO PREVAILING WINDS AND SLOPES,

EXCEPT ON SLOPES GREATER THAN 3:1 ORIENT TO SLOPE.

USE SAME STAKING/GUYING ORIENTATION FOR ALL PLANTS

WITHIN EACH GROUPING OR AREA.

NOTE TO SPECIFIER:

INCLUDE THIS DETAIL WITH ALL TREE STAKING DETAILS

DELETE NON-APPLICABLE INFORMATION

1/2" DIA. RUBBER HOSE

CHAFING GUARD 2-PLY,

COLOR BLACK

3/16"- SEVEN STRAND

GUYING CABLE SECURED

W/CLAMPS

TURNBUCKLE

WITH 6" OPENING

1/2" DIA. RUBBER HOSE

CHAFING GUARD 2-PLY,

COLOR BLACK

DOUBLE STRAND

#14 GAUGE GALV.

WIRE, NEATLY TWISTED

NOTCH POSTS TO

SET STAKE WIRE

STAKES AS SPECIFIED

3 PER TREE

NOTE:

CONTAINER PLANTS: REMOVE POTS AND

SEPERATE POT BOUND ROOTS AS

SPECIFIED.

2" DEEP COMPOSTED

BARK MULCH

SPACING AS SHOWN

PLANTING BACKFILL

AS SPECIFIED

SUBGRADE

ON PLANS AND ON

PLANT LIST

1'- 0"

M

IN

NOTES:

REMOVE BURLAP FROM TOP 1/3 OF BALL,

OR, WITH CONTAINER PLANTS, REMOVE

POTS AND SEPERATE POT BOUND ROOTS

AS SPECIFIED.

DO NOT PRUNE EVERGREEN SHRUB

EXCEPT TO REMOVE DEAD OR BROKEN

BRANCHES

SET CROWN OF BALL

AT FINISHED GRADE

2" DEEP COMPACTED

BARK MULCH. LIMITS SHALL

BE AS SHOWN ON PLANS

PLANTING BACKFILL

AS SPECIFIED.

SCARIFY SIDES OF

PLANT PIT.

COMPACTED PLANTING BACKFILL

LEVELING COURSE. DEPTH AS

REQUIRED

SUBGRADE

BALLED AND BURLAPPED

SHRUBS

BARE ROOT OR

CONTAINER SHRUBS

1'- 0"

M

IN

SPACING AS SHOWN ON PLANS

AND ON PLANT LIST

D=DIMENSION OF PLANT SPACING (SHRUB, GROUNDCOVER OR PERENNIAL)

AS INDICATED ON PLANS.

"D"

"D" "D"

SECTION

ELEVATION

NOTE TO SPECIFIER:

REVIEW WITH CLIENT THE COLOR & TYPE OF EDGING TO BE USED

EDGING NEEDS TO BE SPECIFIED UNDER SECTION 02930 , AND IS CURRENTLY AND INCORRECTLY SPECIFIED

UNDER SECTION 02870 - SITE FURNISHINGS

THE TERM METAL IS GENERIC FOR STEEL OR ALUMINUM. SPECIFY THE DESIRED FINISH, COLOR, MATERIAL, THICKNESS AND HEIGHT.

FLUSH OVERLAP JOINT ASSEMBLY

METAL EDGING AS SPECIFIED

VA

RI

ES

PUNCHED SLOTS

METAL STAKES

GROUNDCOVER

FINISHED GRADE

LAWN OR STONE MULCH

METAL EDGING

PLANTING BACKFILL

AS SPECIFIED

SUBGRADE

METAL STAKES - SET

ON INSIDE EDGE OF

PLANT BED

2" DEEP MULCH TO

BE FLUSH WITH TOP

OF EDGING

1" MAX.

VARIES

SEE LAYOUT PLAN

TOPSOIL

SUBGRADE

STAKES

BUILDING FACE

LAWN

METAL EDGING

FILTER FABRIC

FINISHED GRADE

DECIDUOUS TREE PLANTING1

SECTION NTS

EVERGREEN TREE PLANTING2

SECTION NTS

FLOWERING TREE PLANTING - SINGLE STEM3

SECTION NTS

TREE STAKING AND GUYING - SINGLE STEM4

NTS

SHRUB PLANITNG - BED5

SECTION NTS

GROUNDCOVER / PERENNIAL PLANTING6

SECTION NTS

TYPICAL PLANT SPACINIG7

PLAN NTS

METAL LANDSCAPE EDGING8

ELEVATION / SECTION NTS

MAINTENANCE EDGE9

\ ELEVATION / SECTION NTS

L2.1

PLANTING DETAILS

GENERAL STRUCTURAL AND CONSTRUCTION NOTES

THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERRED TO

FOR ADDITIONAL REQUIREMENTS.

A. CODES AND STANDARDS

1. THE FOLLOWING CODES AND STANDARDS, INCLUDING ALL SPECIFICATIONS

REFERENCED WITHIN, SHALL APPLY TO ALL WORK PERFORMED ON THE PROJECT.

USE THE LATEST EDITIONS UNLESS NOTED OTHERWISE.

a. "THE INTERNATIONAL BUILDING CODE - 2009", INTERNATIONAL CODE COUNCIL.

b. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (ASCE 7), AMERICAN SOCIETY OF CIVIL ENGINEERS.

c. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318", AMERICAN CONCRETE INSTITUTE.

d. “STANDARD SPECIFICATIONS FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS”, ACI 117, AMERICAN CONCRETE INSTITUTE.

e. “SPECIFICATIONS FOR STRUCTURAL CONCRETE, ACI 301”, AMERICAN

CONCRETE INSTITUTE.

f. “STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING, ACI 306.1”, AMERICAN CONCRETE INSTITUTE.

g. "MANUAL OF STANDARD PRACTICE", CONCRETE REINFORCING STEEL INSTITUTE.

h. "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/ASCE

5/TMS 402)", AMERICAN CONCRETE INSTITUTE, AMERICAN SOCIETY OF CIVIL

ENGINEERS, AND THE MASONRY SOCIETY.

i. "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)", AMERICAN CONCRETE INSTITUTE, AMERICAN SOCIETY OF CIVIL ENGINEERS, AND

THE MASONRY SOCIETY.

j. "STEEL CONSTRUCTION MANUAL", THIRTEENTH EDITION, 2005, AMERICAN

INSTITUTE OF STEEL CONSTRUCTION INCLUDING ANSI/AISC 360-05

SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, SPECIFICATION FOR

STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS, AND AISC 303-05 CODE

OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.

k. "DETAILING FOR STEEL CONSTRUCTION", AMERICAN INSTITUTE OF STEEL

CONSTRUCTION.

l. "STRUCTURAL WELDING CODE ANSI/AWS D1.1" AMERICAN WELDING SOCIETY.

m. "STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, K-SERIES", STEEL

JOIST INSTITUTE.

n. "DESIGN MANUAL FOR FLOOR DECKS AND ROOF DECKS", STEEL DECK

INSTITUTE.

o. UFC 1-200-01 "GENERAL BUILDING REQUIREMENTS"

p. UFC 3-310-01 "STRUCTURAL LOAD DATA"

q. UFC 3-310-02A "STRUCTURAL DESIGN CRITERIA FOR BUILDINGS"

r. UFC 4-010-01 "DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS"

B. DESIGN DATA

1. GRAVITY - SUPERIMPOSED DEAD LOADS

C. FOUNDATIONS / GEOTECHNICAL REPORT

1. FOUNDATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE

RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL REPORT PREPARED BY

FROEHLING & ROBERTSON, INC., DATED APRIL 24, 2012, PROJECT NO. 66N-0204. SEE

THAT REPORT FOR ADDITIONAL RECOMMENDATIONS.

2. TREATED TIMBER PILES: 20 TON CAPACITY WITH AN 8 INCH MINIMUM TIP

DIAMETER.

3. MAXIMUM ALLOWABLE TENSION LOAD USED IN DESIGN FOR PILES: 14 KIPS.

D. MATERIALS

THE FOLLOWING ASTM STANDARDS AND DESIGN STRESSES SHALL BE USED FOR

THE APPROPRIATE MATERIALS USED IN THE CONSTRUCTION OF THIS PROJECT.

1. CEMENT:

ASTM C150; TYPE I OR III

ASTM C150; TYPE II FOR CONCRETE IN CONTACT WITH EARTH

2. BLENDED HYDRAULIC CEMENT (CEMENT SUBSTITUTES):

ASTM C595, TYPE IS (LIMIT TO 35% MAX OF CEMENTITIOUS

CONTENT BY WEIGHT)

3. AGGREGATES:

ASTM C33 (NORMAL WEIGHT)

4. ADMIXTURES:

AIR ENTRAINING ADMIXTURES ASTM C260

CHEMICAL ADMIXTURES ASTM C494

5. CONCRETE:

a. CONCRETE MIXES SHALL BE DESIGNED BASED ON THE MINIMUM 28-DAY

COMPRESSIVE STRENGTH (f’c), MAXIMUM WATER-CEMENT (W/C) RATIO, EXPOSURE CATEGORY, AND AIR ENTRAINMENT REQUIREMENTS OF THE

“CONCRETE MIX DESIGN TABLE”, DETAIL 1/S1.1.

b. CONCRETE SHALL BE NORMAL WEIGHT UNLESS SPECIFIED OTHERWISE.

NORMAL WEIGHT CONCRETE SHALL HAVE A UNIT WEIGHT OF 145 PCF ± 5 PCF.

6. REINFORCEMENT:

DEFORMED REINFORCING BARS ASTM A615, GRADE 60

WELDED WIRE REINFORCEMENT (WWF) ASTM A185

ADHESIVE REINFORCING BAR HILTI HIT HY-150 MAX

DOWELING SYSTEMS SYSTEM OR EQUAL

7. MASONRY

a. LOAD BEARING CONCRETE MASONRY UNITS: LIGHTWEIGHT, HOLLOW ASTM

C90. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS =

1900 PSI. MINIMUM COMPRESSIVE STRENGTH ON NET AREA = 1500 PSI.

b. MORTAR: ASTM C270 - TYPE M (BELOW GRADE) / TYPE S (ABOVE GRADE)

e. GROUT: ASTM C476; MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS = 2000 PSI

f. HORIZONTAL JOINT REINFORCING: ASTM A951; 9 GAGE LADDUR-TYPE

GALVANIZED REINFORCEMENT

9. STEEL

WIDE FLANGE SHAPES AND TEES ASTM A992

SQUARE OR RECTANGULAR HOLLOW ASTM A500, GRADE B, FY=46 KSI

STRUCTURAL SHAPES

BASE PLATES AND RIGID FRAME ASTM A572, GRADE 50

CONTINUITY PLATES

OTHER STRUCTURAL SHAPES AND ASTM A36

PLATES

HIGH STRENGTH BOLTS ASTM A325-N OR ASTM F1852

ANCHOR RODS ASTM F1554, GRADE 36

WELDING ELECTRODES AWS A5.1 OR A5.5, E70XX WITH MIN. CVN

TOUGHNESS OF 20 FT-LBF AT 20%%D F

EXPANSION BOLTS ITW RAMSET/REDHEAD TRU-BOLT WEDGE

ANCHOR, HILTI KWIK-BOLT III OR APPROVED

EQUAL

ADHESIVE ANCHORING SYSTEM ITW RAMSET/REDHEAD EPCON SYSTEM,

HILTI HVA OR HIT HY-150 MAX SYSTEM

GALVANIZED STEEL ROOF DECK ASTM A653 SS, GRADE 33, G-90

GROUT ASTM C1107, NON-SHRINK, NON-METALLIC

F'c = 5000 PSI

E. CONSTRUCTION

1. GENERAL

a. DO NOT SCALE DRAWINGS.

b. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN

DESIGNED FOR THE WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS

AND FOR THE SUPERIMPOSED LOADS INDICATED IN THE DESIGN DATA. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALLOWABLE CONSTRUCTION

LOADS AND PROVIDE PROPER DESIGN AND CONSTRUCTION OF FALSEWORK,

FORMWORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. CONTRACTOR

HAS SOLE RESPONSIBILITY FOR MEANS AND METHODS, SEQUENCES AND

PROCEDURES OF CONSTRUCTION. THE STRUCTURE IS STABLE ONLY IN ITS

COMPLETED FORM.

c. IMPLEMENTING JOB SITE SAFETY AND CONSTRUCTION PROCEDURES IS SOLELY

THE RESPONSIBILITY OF THE CONTRACTOR.

d. STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR THE DESIGN

OF SYSTEMS NOT SHOWN ON THE STRUCTURAL DOCUMENTS, INCLUDING BUT

NOT LIMITED TO STEEL STAIRS, HANDRAILS, CURTAINWALL/WINDOW WALL

SYSTEMS, OR COLD-FORMED METAL FRAMING. SUCH SYSTEMS SHALL BE

DESIGNED, FURNISHED, AND INSTALLED BY OTHERS. REVIEW OF SHOP

DRAWINGS FOR SUCH SYSTEMS BY THE STRUCTURAL ENGINEER OF RECORD

SHALL BE FOR GENERALCONFORMANCE WITH THE PROJECT PARAMETERS AS

INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES.

e. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND CIVIL

DRAWINGS FOR SIZE AND LOCATIONS OF OPENINGS, SLEEVES, CONCRETE

HOUSEKEEPING PADS, INSERTS, EMBEDS, CURBS, RAMPS, DRAINS, DEPRESSIONS,

ETC. NOTIFY STRUCTURAL ENGINEER OF ANY DISCREPANCIES. REFER TO ARCHITECTURAL

DRAWINGS FOR DIMENSIONS NOT SHOWN.

f. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR DETAILED

INFORMATION REGARDING FINISHES, FIREPROOFING, WATERPROOFING, ETC.

g. REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF MASONRY AND

DRYWALL NON-LOAD BEARING PARTITIONS, INCLUDING BUILDING EXTERIOR

WALLS. PROVIDE SLIP CONNECTIONS THAT ALLOW VERTICAL MOVEMENT AT THE

HEADS OF SUCH PARTITIONS. DESIGN CONNECTIONS TO SUPPORT THE TOP OF

THE WALLS LATERALLY FOR THE CODE-REQUIRED LATERAL LOAD. PROVIDE

COMPRESSIBLE FIRESAFING AT TOP OF WALL IN ACCORDANCE WITH

ARCHITECTURAL DRAWINGS.

h. IN CASE OF CONFLICT WITHIN THE CONTRACT DOCUMENTS, INCLUDING

DRAWINGS AND SPECIFICATIONS, THE MOST RIGID REQUIREMENTS GOVERN.

i. REPRODUCTION OF ANY PORTION OF THE STRUCTURAL CONTRACT DRAWINGS

FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS

PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

2. GRAVITY - FLOOR LIVE LOADS

LIVE LOADS ON FOUNDATIONS, COLUMNS, BEAMS, ETC. ARE REDUCIBLE IN

ACCORDANCE WITH THE BUILDING CODE. UNREDUCIBLE LOADS ARE FOLLOWED

BY [U].

j. SUBMIT DIMENSIONED SHOP DRAWINGS AT ALL LEVELS LOCATING FLOOR AND

ROOF EDGES, SLEEVES, AND OPENINGS REQUIRED BY ALL TRADES FOR REVIEW

BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD PRIOR TO

EXECUTION OF WORK. ADDITIONAL OPENINGS NOT SHOWN ON SHOP DRAWINGS

WILL REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.

k. PAY ALL COSTS, INCLUDING INVESTIGATION AND/OR REDESIGN, DUE TO

CONTRACTOR MISLOCATION OF STRUCTURAL ELEMENTS OR OTHER LACK OF

CONFORMANCE WITH THE CONTRACT DOCUMENTS TO BRING WORK IN

COMPLIANCE WITH THE CONTRACT DOCUMENTS.

2. INSPECTION AND TESTING

a. THE OWNER WILL ENGAGE AN APPROVED TESTING AGENCY TO PROVIDE

SERVICES AS INDICATED IN THE PROJECT SPECIFICATIONS. SUBMIT REPORTS TO

THE STRUCTURAL ENGINEER OF RECORD AND CODE OFFICIAL (AS APPLICABLE).

F. FOUNDATIONS & STRUCTURAL EARTHWORK

1. GENERAL

a. REFER TO PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT

RECOMMENDATIONS FOR EXCAVATION AND PREPARATION OF THE FOUNDATION

AND SLAB-ON-GRADE SUBGRADES, INCLUDING COMPACTION PROCEDURES.

RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL REPORT ARE PART OF

THIS WORK.

b. VERIFY ALL EXISTING FIELD CONDITIONS THAT MAY AFFECT THE INSTALLATION

OF THE FOUNDATION SYSTEM AS SHOWN PRIOR TO STARTING WORK.

c. FIELD VERIFY SIZE, LOCATION, AND DEPTH OF EXISTING UTILITIES SHOWN ON

THE CIVIL DRAWINGS.

d. REFER TO PLUMBING DRAWINGS FOR PERIMETER DRAIN AND UNDERFLOOR

DRAINAGE SYSTEM.

e. DO NOT PLACE UTILITY LINES THROUGH OR BELOW FOUNDATIONS UNLESS

SHOWN OTHERWISE ON THE STRUCTURAL DRAWINGS.

f. BEAR ALL FOUNDATIONS ON UNDISTURBED SOIL OR COMPACTED STRUCTURAL

FILL. BEARING ELEVATIONS ARE ESTIMATED FROM SOIL BORING DATA INDICATED

IN THE GEOTECHNICAL REPORT. DETERMINATION OF FINAL BEARING ELEVATIONS

AND FIELD VERFICATION OF ALLOWABLE BEARING PRESSURE SHALL BE MADE BY

AN EXPERIENCED, QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO PLACING

FOUNDATIONS. NOTIFY STRUCTURAL ENGINEER OF RECORD WHEN ADDITIONAL

EXCAVATION IS REQUIRED TO REACH SUITABLE BEARING MATERIAL.

g. BEAR FOUNDATIONS A MINIMUM OF 12 INCHES BELOW GRADE UNLESS

OTHERWISE INDICATED. IN CASE OF CONFLICT, NOTIFY THE ARCHITECT AND

STRUCTURAL ENGINEER OF RECORD IN ADVANCE OF ANY CONSTRUCTION TO

ALLOW FOR ADJUSTMENT.

h. DO NOT USE EARTH CUTS AS FORMS FOR VERTICAL SURFACES.

i. PLACE CONCRETE FOR FOUNDATIONS OR MUD SLABS ON THE SAME DAY

SUBGRADE APPROVAL IS GIVEN BY THE GEOTECHNICAL ENGINEER.

j. PROTECT CONCRETE FOUNDATIONS FROM FREEZING DURING PLACING AND

FOR A PERIOD OF NOT LESS THAN 5 DAYS THEREAFTER.

2. DRIVEN PILES

a. PERFORM PILE LOAD TESTS IN ACCORDANCE WITH PROJECT SPECIFICATIONS

AND ASTM D1143.

b. PRE-AUGER PILES WHEN SPECIFIED OR RECOMMENDED BY THE

GEOTECHNICAL ENGINEER TO REDUCE VIBRATIONS. DRIVE PILES TO

COMPLETION IMMEDIATELY AFTER PRE-AUGERING OF EACH PILE LOCATION, AND

PRIOR TO ANY FURTHER PRE-AUGERING.

c. SUBMIT AS-BUILT PILE LOCATION PLAN AND ELEVATION DATA WITHIN THREE

DAYS OF DRIVING. REPORT ANY DEVIATION IN PILE LOCATIONS OR ELEVATIONS

THAT EXCEEDS STANDARD TOLERANCES IMMEDIATELY TO THE STRUCTURAL

ENGINEER OF RECORD. ALL RE-DESIGN COSTS DUE TO PILE MISLOCATION SHALL

BE AT THE CONTRACTOR'S EXPENSE.

3. BACKFILL:

a. USE BACKFILL MATERIAL CONSISTING OF BANK RUN GRAVEL, CRUSHED STONE

AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER, WITH OPTIMUM

MOISTURE CONTENT FOR COMPACTING AND FREE OF ANY DEBRIS.

b. WHERE THE FINAL GRADE ELEVATIONS ARE APPROXIMATELY EQUAL ON BOTH

SIDES OF A WALL, BACKFILL IN LIFTS TO MAINTAIN LEVEL ELEVATIONS WITHIN

12-INCHES ON BOTH SIDES AT ANY TIME TO PREVENT LATERAL MOVEMENT

AND/OR OVERTURNING.

4. STRUCTURAL FILL:

a. THE FOUNDATION SYSTEM AS SHOWN REQUIRES THE PLACEMENT OF

STRUCTURAL FILL ON PORTIONS OF THE SITE. REFER TO SPECIFICATIONS AND

GEOTECHNICAL REPORT RECOMMENDATIONS FOR COMPACTED STRUCTURAL

FILL. LOCATION AND EXTENT OF AREAS TO RECEIVE STRUCTURAL FILL SHALL BE

PER THE GEOTECHNICAL REPORT UNLESS OTHERWISE DIRECTED BY A QUALIFIED

GEOTECHNICAL ENGINEER.

b. INSPECTION OF THE PLACEMENT OF COMPACTED STRUCTURAL FILL SHALL BE

BY AN EXPERIENCED, QUALIFIED GEOTECHNICAL ENGINEER.

G. CONCRETE

1. CAST-IN-PLACE:

a. COMPLY WITH REQUIREMENTS OF "SPECIFICATIONS FOR STRUCTURAL

CONCRETE" (ACI 301) EXCEPT AS MODIFIED BY THESE NOTES AND

PROJECT SPECIFICATIONS.

b. PROVIDE MINIMUM CLEAR COVER FOR REINFORCING AS FOLLOWS UNLESS

OTHERWISE NOTED:

CONCRETE CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH 3"

CONCRETE EXPOSED TO EARTH AND WEATHER:

#6 BARS AND LARGER 2"

#5 BARS AND SMALLER 1½”

CONCRETE NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND:

SHEAR WALL VERTICAL BARS 1½”

SLABS, WALLS, JOISTS

#11 BARS AND SMALLER ¾”

BEAMS, COLUMNS:

PRIMARY REINFORCEMENT, TIES,

STIRRUPS, SPIRALS 1½”

c. SPLICE REINFORCEMENT AS DETAILED. MAKE BARS CONTINUOUS AROUND

CORNERS. SPLICES SHALL BE MADE BY CONTACT TENSION LAP SPLICES, UNLESS

OTHERWISE NOTED.

d. WELDING OF REINFORCING IS NOT PERMITTED UNLESS OTHERWISE NOTED.

e. FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN CONCRETE IS NOT

PERMITTED UNLESS OTHERWISE NOTED.

f. FURNISH ALL ACCESSORIES, CHAIRS, SPACE BARS, SUPPORTS, ETC.

NECESSARY TO SECURE REINFORCING.

g. PROVIDE PLASTIC TIPPED BOLSTERS AND CHAIRS AT ALL LOCATIONS WHERE

THE CONCRETE SURFACE IN CONTACT WITH THE BOLSTERS OR CHAIRS IS

EXPOSED.

3. GRAVITY - ROOF LIVE LOADS

ROOF LIVE LOAD - 30 PSF MINIMUM (PONDING OR SNOW LOAD IS USED WHEN

GREATER THAN 30 PSF).

SNOW LOADS:

GROUND SNOW LOAD, Pg: 10 PSF

SNOW EXPOSURE FACTOR, Ce: 1.0

SNOW LOAD IMPORTANCE FACTOR, Is: 1.0

THERMAL FACTOR, Ct: 1.0

FLAT ROOF SNOW LOAD, Pf: 0.7CeCtIPg = 7 PSF PLUS UNBALANCED, DRIFTING AND SLIDING SNOW WHERE APPLICABLE.

4. WIND LOADS

a. MAIN WIND FORCE RESISTING SYSTEM

BASIC WIND SPEED (3 SECOND GUST): 130 MPH

SITE EXPOSURE CATEGORY: C

WIND IMPORTANCE FACTOR, Iw: 1.0

INTERNAL PRESSURE COEFFICIENT: +/- 0.18

b. ROOF OVERHANGS: COMPLY WITH SECTION 6.5.11.4 OF ASCE 7

5. SEISMIC LOADS

a. STRUCTURAL DESIGN REQUIREMENTS

SEISMIC IMPORTANCE FACTOR, Ie: 1.0

OCCUPANCY CATEGORY: II

MAPPED SHORT PERIOD SPECTRAL RESPONSE ACCELERATION, Ss: 0.21

MAPPED 1-SECOND PERIOD SPECTRAL RESPONSE ACCELERATION, S1: 0.08

SHORT PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT, Sds: 0.35

1-SECOND PERIOD DESIGN SPECTRAL RESPONSE COEFFICIENT, Sd1: 0.187

SOIL SITE CLASS: E

SEISMIC DESIGN CATEGORY: C

BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY

DESIGNED FOR SEISMIC RESISTANCE

RESPONSE MODIFICATION FACTOR, R:3

SEISMIC RESPONSE COEFFICIENT, Cs: 0.117

DESIGN BASE SHEAR: 106 KIPS

ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE

b. ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS AND SYSTEMS:

DESIGN COMPLETE SYSTEM IN ACCORDANCE WITH CHAPTER 13 OF ASCE 7 AND

ABOVE INFORMATION.

h. PLACE SLAB-ON-GRADE ON A VAPOR RETARDER OR VAPOR BARRIER OVER A

MINIMUM 4” LAYER OF CLEAN, WELL-GRADED GRAVEL OR CRUSHED STONE

OVER COMPACTED SUBGRADE, UNLESS OTHERWISE NOTED. REINFORCE WITH

6X6 W2.0Xw2.0 WELDED WIRE REINFORCEMENT, UNLESS OTHERWISE NOTED.

i. PROVIDE ADDITIONAL BARS AT RE-ENTRANT CORNERS AND AROUND ALL WALL

AND SLAB OPENINGS AS INDICATED IN DETAILS. PROVIDE A MINIMUM OF

2#5 x 6’-0” AT EACH CORNER.

j. CAST IN PLACE INSERTS AND SLEEVES WHENEVER FEASIBLE.

k. PLACING SLEEVES THROUGH CONCRETE ELEMENTS IS NOT PERMITTED

UNLESS SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED SLEEVING SHOP

DRAWINGS, OR AUTHORIZED IN WRITING BY THE STRUCTURAL ENGINEER OF

RECORD.

l. LOCATE CONSTRUCTION JOINTS AS NOT TO IMPAIR THE STRENGTH OF THE

STRUCTURE.

m. LOCATE CONSTRUCTION JOINTS FOR MILD-REINFORCED CONCRETE WITHIN

THE MIDDLE THIRD OF THE SPANS OF SLABS AND GRADE BEAMS. SUBMIT

SHOP DRAWINGS INDICATING PROPOSED JOINT LOCATIONS. MAKE STOPS IN

CONCRETE PLACEMENT WITH VERTICAL BULKHEADS AND HORIZONTAL KEYS,

UNLESS OTHERWISE SHOWN. ALL REINFORCING TO BE CONTINUOUS THROUGH JOINTS.

REFER TO DETAILS FOR ADDITIONAL REINFORCING AT JOINTS.

n. LOCATING JOINTS IN HORIZONTAL PLANE OF FOUNDATIONS, PILE CAPS, SLABS AND GRADE BEAMS IS NOT PERMITTED, UNLESS OTHERWISE SHOWN.

o. FINISH SHORED CONCRETE SLABS FLAT AND LEVEL WITHIN TOLERANCE, TO

THE ELEVATION INDICATED ON THE DRAWINGS. PROVIDE ADDITIONAL CONCRETE

REQUIRED DUE TO FORMWORK AND FRAMING DEFLECTION TO ACHIEVE THIS

FINISHED TOP OF SLAB ELEVATION.

p. CORE DRILLING FOUNDATIONS, BEAMS, SLABS, COLUMNS OR ANY

MEMBERS IS NOT PERMITTED UNLESS OTHERWISE NOTED.

q. CHAMFER EXPOSED CONCRETE COLUMNS, ¾”x ¾” MINIMUM, UNLESS

OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.

r. POWER DRIVEN FASTENERS PERMITTED WHEN PROVEN TO THE SATISFACTION

OF THE STRUCTURAL ENGINEER OF RECORD THAT THE FASTENERS WILL NOT

SPALL THE CONCRETE AND HAVE THE SAME CAPACITY AS CAST-IN-PLACE

INSERTS. TAKE MEASURES AS NEEDED TO AVOID DRILLING EXISTING

REINFORCING AND DESTRUCTION OF CONCRETE.

s. WHEN INSTALLING EXPANSION BOLTS OR ADHESIVE ANCHORS, TAKE

MEASURES TO AVOID DRILLING OR CUTTING OF EXISTING REINFORCING AND

DESTRUCTION OF CONCRETE. BLOW HOLES CLEAN PRIOR TO PLACING BOLTS OR

ADHESIVE ANCHORS.

H. MASONRY

1. SUBMIT GROUT MIX DESIGN AND MASONRY UNIT CERTIFICATIONS FOR

APPROVAL.

2. PROVIDE ADEQUATE BRACING AND SUPPORT OF MASONRY UNTIL PERMANENT

CONSTRUCTION IS IN PLACE.

3. WALL SECTIONS AND PIERS LESS THAN 0.2 SQUARE METERS IN CROSS-

SECTIONAL AREA TO BE FULLY GROUTED OR OF 100% SOLID MASONRY UNITS.

4. IN GROUTED AND/OR REINFORCED MASONRY WALLS, USE MASONRY UNITS WITH

CORES THAT ALIGN VERTICALLY AND PROVIDE CONTINUOUS UNOBSTRUCTED

CELLS FOR GROUTING AND REINFORCING STEEL PLACEMENT.

5. LAP SPLICES FOR DEFORMED REINFORCING BARS USED IN MASONRY

CONSTRUCTION TO BE 50 BAR DIAMETERS.

6. PROVIDE STANDARD WEIGHT GALVANIZED HORIZONTAL JOINT REINFORCEMENT

IN ALL WALLS AND PARTITIONS AT 16” O.C. UNLESS OTHERWISE NOTED. PROVIDE

ONE PIECE PREFABRICATED UNITS AT 8” O.C. AT ALL WALL CORNERS AND

INTERSECTIONS.

7. ANCHOR OR BOND PIERS AND PARTITIONS TO ADJACENT MASONRY WALLS.

8. PROVIDE BOND BEAMS WITH 2-#4 HORIZONTAL REINFORCEMENT CONTINUOUS

IN ALL MASONRY WALLS AT EACH FRAMING LEVEL.

9. REFER TO SPECIFICATIONS AND DETAILS FOR GENERAL EXPANSION JOINT AND

CONTRACTION JOINT REQUIREMENTS FOR ALL WALLS.

10. PROVIDE LINTELS OF LOOSE STEEL ANGLES, PRECAST CONCRETE, OR

REINFORCED CONCRETE BLOCK (CONTRACTOR'S OPTION UNLESS SHOWN

OTHERWISE ON THE DRAWINGS) FOR NON-LOAD BEARING WALLS AND

PARTITIONS AS FOLLOWS:

STEEL LINTELS: PROVIDE HOT-DIP GALVANIZED FINISH AT EXTERIOR

CONDITIONS UNLESS OTHERWISE NOTED ON ARCHITECTURAL DRAWINGS.

FOR EACH 4" THICKNESS OF WALL

UP TO A 12" THICK WALL (MAX.) BEARING LENGTH

OPENING < 4'-0": L3½x3½x5/16 6"

4'-0" < OPENING < 6'-0": L4x3½x5/16 (LLV) 6"

6'-0" < OPENING < 8'-0": L5x3½x5/16 (LLV) 6"

8'-0" < OPENING < 10'-0": W8x15 WITH 5/16” SUSP PL 6"

REINFORCED CMU LINTELS: PROVIDE MINIMUM 8" BEARING EACH END.

OPENING < 4'-0": LINTEL SIZE = WALL THICKNESS x 8" DEEP

REINFORCE WITH 2 #4 BOTTOM BARS UP TO 8" THICK

REINFORCE WITH 3#4 BOTTOM OVER 8"

4'-0" < OPENING < 8'-0": LINTEL SIZE = WALL THICKNESS x 16" DEEP

REINFORCE WITH 2 #5 BOTTOM BARS UP TO 8" THICK

REINFORCE WITH 3#5 BOTTOM & #3 STIRRUPS AT 6" O.C. OVER 8" THICK

PRECAST CONCRETE LINTELS: PROVIDE MINIMUM 8” BEARING EACH END.

OPENING < 4'-0": LINTEL SIZE = WALL THICKNESS x 8" DEEP

REINFORCE WITH 2 #4 BOTTOM BARS.

4'-0" < OPENING < 8'-0": LINTEL SIZE = WALL THICKNESS x 16" DEEP

REINFORCE WITH 2 #5 BOTTOM BARS.

11. VERIFY ALL OPENINGS BELOW LINTELS INDICATED ARE ADEQUATE TO ACCEPT

DOOR FRAMES, LOUVERS, ETC. AS SHOWN ON THE ARCHITECTURAL AND

MECHANICAL DRAWINGS. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER OF

RECORD OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO LINTEL INSTALLATION.

12. DO NOT PLACE OPENINGS ABOVE ANY LINTEL WITHIN A HEIGHT LESS THAN OR

EQUAL TO THE WIDTH OF THE CLEAR OPENING BELOW THE LINTEL, UNLESS

SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.

I. STRUCTURAL STEEL

1. SUBMIT CERTIFIED COPIES OF MILL TEST REPORTS TO THE STRUCTURAL

ENGINEER OF RECORD.

2. PROVIDE ACCESS FOR INSPECTION OF ALL SHOP AND FIELD CONNECTIONS FOR

PROPER MATERIALS AND WORKMANSHIP.

3. MAINTAIN CURRENT EVIDENCE OF WELDERS PASSING THE APPROPRIATE AWS

QUALIFICATION TESTS. SUCH EVIDENCE MAY BE REQUESTED AT ANY TIME DURING

THE PROJECT.

4. PERMANENT FRAMING AND FINAL CONNECTION DETAILS ARE SHOWN ON THE

DRAWINGS. THE FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR THE DESIGN

OF TEMPORARY BRACING AND RECOMMENDED ERECTION PROCEDURES.

5. SELECT CONNECTIONS FOR REACTIONS SHOWN ON PLANS AND AS DETAILED

AND SCHEDULED.

a. IF NO REACTION IS SHOWN, DETAIL SIMPLE SHEAR CONNECTIONS FOR 3/4 OF

THE ALLOWABLE UNIFORM LOAD TABULATED IN THE AISC "STEEL CONSTRUCTION

MANUAL: ASD". NO CONNECTION SHALL CONSIST OF LESS THAN TWO 3/4" DIA.

HIGH STRENGTH BOLTS AND/OR WELDS DEVELOPING A MINIMUM OF 10,000

POUNDS. MINIMUM WELDS FOR ALL CONNECTIONS SHALL BE 3/16" FILLET.

b. ALTERNATE SIMPLE SHEAR CONNECTIONS DETAILED IN ACCORDANCE WITH

THE CONNECTION TABLES IN THE AISC "STEEL CONSTRUCTION MANUAL" SHALL

BE PERMITTED WITH PRIOR APPROVAL OF THE STRUCTURAL ENGINEER OF

RECORD.

c. SIMPLE SHEAR CONNECTIONS SHALL HAVE A MINIMUM CONNECTION DEPTH

OF ONE-HALF THE T-DIMENSION OF THE BEAM TO BE SUPPORTED (EXCLUDING

BEAM SEAT CONNECTIONS.)

d. ALTERNATE CONNECTIONS THAT ARE NOT TABULATED IN THE AISC "STEEL

CONSTRUCTION MANUAL" SHALL ONLY BE…