A01 - 08(c) - PHC_CIP_3BR_Delta E.pdf

LOCATION ADA FEATURE

DOORBELL PUSHBUTTON

WATER CLOSET GRAB BAR

LAVATORY PLUMBING SHIELD

SHOWER GRAB BAR

SHOWER SEAT

ENTRY DOOR SWING OUT

RANGE AND REF LOCATIONS (SWITCHED)

SINK AND CABINET (KNEE SPACE)

WALL CABINET

RANGE HOOD SWITCH

CLOSET ROD AND SHELF (LOW MOUNTED HEIGHT)

VISUAL FIRE ALARM SYSTEMENTIRE

BEDROOM

BATHROOM

PEEP HOLE IN ENTRY DOOR

ENTRANCE

WORK COUNTER CABINET (KNEE SPACE)

KITCHEN

REF DWG

E-101A

A-401A

A-701A

A-401A

A-401A

A-101A

A-401A

A-401A

A-401A

E-101A

A-701A

FA-101A

A-601

A-401A

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

C T

N

O

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

G-001

3BR

C O

V E

R S

H E

E T

D

R A

W

IN

G L

IS

T

F E

M A

P E

R M

A N

E N

T H

O U

S

IN

G

C

IP

H O

N O

L U

L U

D

IS

T R

IC

T

F O

R T

S H

A F

T E

R H

I -5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

D

IS

T R

IC

T

H O

N O

L U

L U

H

I

B C

G

C J L

G C

K

C C

D

K A

B C

T

O

A

U G

CIP DESIGN COMPLETE

S A

IP

A

N

B

E D

R O

O M

FEMA PERMANENT HOUSING

SAIPAN - 3 BEDROOM

DRAWING LIST

CODE INFORMATION

NUMBER SHEET NAME REV

GENERAL

G-001 COVER SHEET & DRAWING LIST A, B, C, E

G-002 ABBREVIATIONS, LEGENDS, ARCHITECTURAL GENERAL NOTES

STRUCTURE

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

S-002 GENERAL STRUCTURAL NOTES

S-003 TYPICAL STRUCTURAL DETAILS

S-004 TYPICAL FOUNDATION DETAILS A

S-005 TYPICAL SLAB ON GRADE AND FOOTING DETAILS

S-006 TYPICAL CONCRETE WALL DETAILS B, E

S-007 TYPICAL ELEVATED SLAB AND BEAM DETAILS E

S-101 FLOOR AND ROOF PLAN E

S-201 WALL ELEVATIONS E

S-301 BUILDING SECTIONS A

S-311 WALL SECTIONS B

S-801 SPECIAL INSPECTION SPECIFICATIONS

ARCHITECTURE

A-101 3BR - FLOOR AND DIMENSION PLAN A, E

A-101A 3BR ADA - FLOOR AND DIMENSION PLAN A, E

A-102 3BR - ROOF AND REFLECTED CEILING PLAN A, E

A-201 3BR - EXTERIOR ELEVATIONS A, E

A-301 3BR - BUILDING AND WALL SECTIONS A, E

A-401 3BR - ENLARGED PLANS & INTERIOR ELEVATIONS A, B, E

A-401A 3BR ADA - ENLARGED PLANS & INTERIOR ELEVATIONS A, C, E

A-501 3BR - ROOF AND CONCRETE STOOP DETAILS

A-601 3BR - DOORS, WINDOWS TYPES, SCHEDULES AND DETAILS B, E

A-602 3BR - FINISH SCHEDULE AND RESTROOM ACCESORIES B, E

A-701 3BR - MILLWORK AND MISCELLANEOUS DETAILS A, E

A-701A 3BR ADA - MILLWORK AND MISCELLANEOUS DETAILS A, E

FIRE ALARM

FA-101 3BR - FIRE ALARM PLAN, FIRE PROTECTION SYMBOLS, NOTES E

FA-101A 3BR ADA - FIRE ALARM PLAN, FIRE PROTECTION SYMBOLS, NOTES E

MECHANICAL

M-001 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

M-002 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS A

M-101 3BR - HVAC PLAN, NOTES, EQUIPMENT SCHEDULES, HVAC PIPING ISOMETRIC A, E

M-101A 3BR ADA - HVAC PLAN, NOTES, EQUIPMENT SCHEDULES, HVAC PIPING ISOMETRIC A, E

M-102 3BR - PLUMBING PLAN, NOTES, EQUIPMENT SCHEDULES A, E

M-102A 3BR ADA - PLUMBING PLAN, NOTES, EQUIPMENT SCHEDULES E

M-103 3BR - PLUMBING DOMESTIC WATER AND WASTE & VENT ISOMETRIC B

M-104 MECHANICAL & PLUMBING DETAILS

M-105 MECHANICAL & PLUMBING DETAILS B

ELECTRICAL

E-001 SYMBOLS LIST AND LIGHT FIXTURE SCHEDULE A

E-002 ELECTRICAL & TELECOMMUNICATION NOTES A

E-003 DETAILS

E-101 POWER PLANS A, E

E-101A POWER PLANS (ADA) A, E

E-102 LIGHTING & TELECOMMUNICATION PLAN A, E

E-601 ONE LINE DIAGRAM, PANEL SCHEDULE A

COUNT: 44

CIP DESIGN COMPLETE

SAIPAN

APPLICABLE BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018

ENERGY CODE REQUIREMENT: CNMI TROPICAL ENERGY CODE (REVISED 2014)

CONSTRUCTION CLASSIFICATION: TYPE VB (MINIMUM)

OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-2

BUILDING AREA: 1,013 SQ.FT.

BUILDING STORY HEIGHT: 1

FIRE PROTECTION SYSTEM: NOT PROVIDED.

AUTOMATIC SPRINKLER SYSTEMS IS REQUIRED BY IBC 2018. HOWEVER, THE REQUIREMENT WAS WAIVED BY CNMI DEPARTMENT

OF FIRE AND EMERGENCY MEDICAL SERVICES.

ACCESSIBILITY REQUIREMENT FOR ADA UNITS: ADA FEATURES ARE IN COMPLIANCE WITH 2010 ADA STANDARD.

FLOOD RESISTANCE CONSTRUCTION: IF CONSTRUCTION SITE IS LOCATED WITHIN FLOOD HAZARD AREA, SITE CONSTRUCTION ENGINEER SHALL BE RESPONSIBLE FOR

BUILDING DESIGN TO COMPLY WITH IBC 2018.

1. BASE DESIGN REFLECTS REQUIREMENTS FOR NON-ADA LIVING UNITS.

2. ADA FEATURES FOR ADA LIVING UNITS ARE PROVIDED IN REPLACEMENT

SHEETS WITH SUBSEQUENT LETTER "A" AND/OR AS HIGHLIGHTED NOTES IN A

BOLDED RECTANGULAR BOX. REFER TO TABLE BELOW FOR RELATED

DRAWINGS.

BASE DESIGN AND ADA FEATURESLOCATION MAP

This project was designed by the Honolulu District of the U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 110-1-8152.

Approved by: _________________________________________________________________ Chief, Regional Engineering Center

Approved by: _________________________________________________________________ Chief, Engineering and Construction Division

DRAWING ABBREVIATIONS LEGEND

ANNOTATION CALLOUTS/DRAWING SYMBOLS

ARCHITECTURAL GENERAL NOTES

A

A/C

AB

ACC

ACS

ACT

ADA

ADMIN

AFF

AGGR

AHU

ALT

ALUM

ANOD

APPROX

ARCH

ATC

AVG

AW

B

BB

BC

BD

BDRY

BFF

BHMA

BLDG

BLKG

BLT IN

BN

BOS

BOT

BP

BRKT

BSMT

BTWN

BUR

C

CAB

CD

CER

CF

CF/CI

CFE

CFLG

CFM

CFS

CG

CI

CIP

CJ

CL

CLG

CLG DIFF

CLG HT

CLO

CLR

CMU

CO

COL

COMM

CONC

CONF

CONT

COORD

CORR

CPT

CSWK

CT

CTR

CU FT

CW

D

D

DBL

DEMO

DEPT

DET

DIA

DIR

DIST

DOC

DR

DS

DWGS

E

EA

EIFS

EJ

ES

EL

ELEV

ENTR

EPS

EQ

EXP

EXT

DOOR NUMBER

F

FA

FAAP

FCO

FD

FDTN

FE

FEC

FED

FF

FF EL

FHP

FIN

FIN BS

FIN FLR

FIN GR

FIXT

FLEX

FLG

FLMT

FLR

FM

FOC

FR

FRMG

FRTW

FS

FSTNR

FT

FTG

G

GALV

GB

GFCI

GFGI

GLZ

GR FL

GYP BD

H

HB

HDPE

HDW

HDWD

HEPA

HM

HORIZ

HT

I

IBC

INSUL

INT

J

JAN

K

KIT

KPL

L

LAM

LAV

LBR

LBS

LF

LIB

LIN

LKR

LOC

LT

LVR

M

MACH RM

MANUF

MATL

MAX

MC

MECH

MEMB

MF

MFR

MID

MIL STD

MIN

MIRR

MISC

MLDG

MOD

MB

MTG

MTL

N

N

NA

NFPA

NIC

NO

NOM

NRC

NTS

O

OA

OC

OD

OFOI

OGL

OPH

OPNG

OPP

OPQ

OPR

ORD

ORIG

P

PA

PAT

PB

PCC

PCF

PCT

PERF

PERIM

PH

PL

PL GL

PLAM

PLAS

PLBG

PLYWD

PNL

PP PL

PR

PRKG

PSF

PSI

PTD

PTN

PWR

Q

QTY

R

RB

RBR

RCP

RD

REC

REC RM

REF

REM

REP

REPL

REQD

RESIL

REST

RF

RFG

RHR

RM

RO

S

SATC

SAPI

SCHED

SD

SF

SFTWD

SGL

SHT MTL

SIM

SJ

SLNT

SMK

SMLS

SP EL

SPEC

SQ

SQ IN

SQ YD

SST

ST

STD

STOR

STR

STRB/HRN

STRUC

SUSP

SUB FL

T

T

TEL

TEMP

TFF

THK

TK BD

TMPD GL

TOF

TOP

TOPO

TOS

TRANS

TRTD

TV

TYP

U

U.N.O

W

WP

CONC WALL, SEE STRUCTURAL SHEETS

FURRING PARTITION

DOOR

WINDOW

INSULATION

EARTH

POROUS

COMPACTED MATERIAL

AT

AIR CONDITIONING

ANCHOR BOLT

ACCESSIBLE

AUTOMATIC CONTROL SYSTEM

ACOUSTICAL CEILING TILE

AMERICANS WITH DISABILITIES ACT

ADMINISTRATION

ABOVE FINISHED FLOOR

AGGREGATE

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

ANODIZE

APPROXIMATE

ARCHITECT

ACOUSTICAL TILE CEILING

AVERAGE

ARCHITECTURAL WOODWORK

BASEBOARD

BOOKCASE

BOARD

BOUNDARY

BELOW FINISH FLOOR

BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BUILDING

BLOCKING

BUILT-IN

BULLNOSE

BOTTOM OF STEEL

BOTTOM

BUILDING PAPER

BRACKET

BASEMENT

BETWEEN

BUILT-UP ROOFING

CABINET

CONSTRUCTION DOCUMENTS

CERAMIC

CONTRACTOR FURNISHED

CONTRACTOR FURNISHED /

CONTRACTOR INSTALLED

CONTRACTOR FURNISHED

EQUIPMENT

COUNTERFLASHING

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CORNER GUARD

CAST IRON

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CEILING

CEILING DIFFUSER

CEILING HEIGHT

CLOSET

COLOR

CONCRETE MASONRY UNIT

CLEANOUT

COLUMN

COMMUNICATION

CONCRETE

CONFERENCE

CONTINUE

COORDINATE

CORRIDOR

CARPET

CASEWORK

CERAMIC TILE

CENTER

CUBIC FEET

CASEMENT WINDOW

DEPTH

DOUBLE

DEMOLITION

DEPARTMENT

DETAIL

DIAMETER

DIRECTION

DISTANCE

DOCUMENT

DOOR

DOWNSPOUT

DRAWINGS

EACH

EXTERIOR INSULATION AND FINISH

SYSTEM

EXPANSION JOINT

EACH SIDE

ELEVATION

ELEVATOR

ENTRANCE

EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQUAL

EXPOSED

EXTERIOR, EXTINGUISHER

FIRE ALARM

FIRE ALARM ANNUNCIATOR PANEL

FLOOR CLEANOUT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FEDERAL

FINISH FACE

FINISH FLOOR ELEVATION

FULL HEIGHT PARTITION

FINISH

FINISH BOTH SIDES

FINISH FLOOR

FINISH GRADE

FIXTURE

FLEXIBLE

FLOORING

FLUSH MOUNT

FLOOR

FACTORY MUTUAL

FACE OF CONCRETE

FIRE RESISTANT

FRAMING

FIRE RETARDANT TREATED WOOD

FEDERAL SPECIFICATION

FASTENER

FEET

FOOTING

GALVANIZED

GRAB BAR

GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GLAZING

GROUND FLOOR

GYPSUM BOARD

HOSE BIBB

HIGH DENSITY POLYETHYLENE

HARDWARE

HARDWOOD

HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HOLLOW METAL

HORIZONTAL

HEIGHT

INTERNATIONAL BUILDING CODE

INSULATION

INTERIOR

JANITOR

KITCHEN

KICKPLATE

LAMINATE

LAVATORY

LUMBER

POUND

LINEAR FEET (FOOT)

LIBRARY

LINEAR

LOCKER

LOCATION

LIGHT

LOUVER

MACHINE ROOM

MANUFACTURER

MATERIAL

MAXIMUM

MOISTURE CONTENT

MECHANICAL

MEMBRANE

MILL FINISH

MANUFACTURER

MIDDLE

MILITARY STANDARD

MINIMUM, MINUTE

MIRROR

MISCELLANEOUS

MOLDING (MOULDING)

MODIFY

MOISTURE BARRIER

MOUNTING

METAL

NORTH

NOT APPLICABLE

NATIONAL FIRE PROTECTION

ASSOCIATION

NOT IN CONTRACT

NUMBER

NOMINAL

NOISE REDUCTION COEFFICIENT

NOT TO SCALE

OVERALL

ON CENTER

OUTSIDE DIAMETER

OWNER FURNISHED OWNER INSTALLED

OBSCURE GLASS

OPPOSITE HAND

OPENING

OPPOSITE

OPAQUE

OPERABLE

OVERFLOW ROOF DRAIN

ORIGINAL

PUBLIC ADDRESS

PATTERN

PULL BOX

PRECAST CONCRETE

POUNDS PER CUBIC FOOT

PERCENT

PERFORATED

PERIMETER

PHASE

PROPERTY LINE

PLATE GLASS

PLASTIC LAMINATE

PLASTER

PLUMBING

PLYWOOD

PANEL

PUSH/PULL PLATE

PAIR

PARKING

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PAPER TOWEL DISPENSER

PARTITION

POWER

QUANTITY

RESILIENT BASE

RUBBER

REFLECTED CEILING PLAN

ROOF DRAIN

RECESSED

RECREATION ROOM

REFERENCE, REFRIGERATOR

REMOVABLE

REPAIR

REPLACE

REQUIRED

RESILIENT

RESTROOM

RESILIENT FLOORING

ROOFING

RIGHT HAND REVERSE

ROOM

ROUGH OPENING

SUSPENDED ACOUSTIC TILE CEILING

SPRAY APPLIED POLYURETHANE INSULATION

SCHEDULE, SCHEDULED

SMOKE DETECTOR

SQUARE FOOT (FEET)

SOFTWOOD

SINGLE

SHEET METAL

SIMILAR

SCORED JOINT

SEALANT

SMOKE

SEAMLESS

SPOT ELEVATION

SPECIFICATION

SQUARE

SQUARE INCH

SQUARE YARD

STAINLESS STEEL

STAIRS

STANDARD

STORAGE

STRINGERS

STROBE/HORN

STRUCTURAL, STRUCTURE

SUSPENDED

SUBFLOOR

TREAD

TELEPHONE

TEMPORARY

TOP OF FINISH FLOOR

THICKNESS

TACKBOARD

TEMPERED GLASS

TOP OF FOOTING

TOP OF PARAPET

TOPOGRAPHY

TOP OF SLAB

TRANSOM

TREATED

TELEVISION

TYPICAL

UNLESS NOTED OTHERWISE

WATERPROOFING

101 WINDOW NUMBER

GENERAL NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS RELATING TO THE PROJECT BEFORE COMMENCING WITH THE REQUIRED WORK.

CONTRACTOR SHALL PROMPTLY NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES AND/OR CONDITIONS WHICH PREVENT HIM FROM FULFILLING THE

TERMS OF THE CONTRACT.

CONTRACTOR SHALL PATCH ALL SURFACES EXPOSED FROM CUTTING, AND/OR REMOVAL WORK. PATCHING SHALL MATCH THE FINISH OF THE ADJACENT SURFACES.

THE WORD "REPLACE" MEANS THAT THE CONTRACTOR SHALL REMOVE EXISTING WORK AND PROVIDE NEW WORK AS DETAILED OR NOTED ON THE DRAWINGS.

ALL WORK INDICATED SHALL BE NEW WORK UNLESS OTHERWISE INDICATED "EXISTING."

ALL ITEMS AND MATERIALS TO BE REMOVED SHALL BE DONE IN SUCH A MANNER AS TO PREVENT DAMAGE TO ITEMS AND MATERIALS TO REMAIN. ALL SUCH DAMAGES SHALL BE SATISFACTORILY REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

ALL WASTE MATERIALS SHALL BE PROMPTLY REMOVED AND DISPOSED OF OUTSIDE THE LIMITS OF GOVERNMENT PROPERTY.

SEAL ALL JOINTS IN THE CONCRETE FLOOR AND ROOF SLABS, AND AROUND ALL PIPE AND CONDUIT PENETRATIONS.

VERIFY REQUIREMENTS OF EQUIPMENT WHERE RAISED CONCRETE PADS ARE INDICATED. ADJUST SIZE AS REQUIRED FOR EQUIPMENT PROVIDED. CONFIRM

LOCATIONS AND VERIFY REQUIREMENTS OF DEPRESSED SLABS.

REVISION TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

WORKING POINT (WP)

SHEET NUMBER

SHEET NUMBER

INTERIOR ELEVATION

SHEET NUMBER

Room name

PLAN NORTH

A101

SIM

KEY TO

INTERIOR

ELEV

A

D B

C

A101

SIM

A-101

MATERIAL SYMBOLS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CONCRETE OR COLUMN CENTERLINES, UNLESS OTHERWISE NOTED.

ALL WALLS SHALL BE CENTERED ON CENTERLINES OF COLUMNS, CONCRETE MULLIONS, AND WINDOW MULLIONS UNLESS NOTED OTHERWISE.

THE 0'-0" REFERENCE ELEVATION SHALL BE THE TOP BLDG. FLOOR SLAB.

UNLESS OTHERWISE NOTED, ALL ELEVATIONS ARE MEASURED FROM THE REFERENCE ELEVATION + 0'-0".

VERIFY THE DIMENSIONS NECESSARY FOR PROPER EXECUTION OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF

THE CONTRACTING OFFICER REPRESENTATIVE.

UNLESS OTHERWISE NOTED, ALL NOTES, DETAILS AND FEATURES DRAWN AS APPLICABLE FOR ONE CONDITION, SHALL BE APPLICABLE TO SIMILAR

CONDITIONS WHETHER OR NOT IT IS SPECIFICALLY INDICATED OR NOTED.

INSTALL BLOCKING (STEEL STUD OR WOOD - TREATED WOOD NEAR WET CONDITIONS, U.N.O.) AT ALL WALL OR CEILING MOUNTED ACCESSORIES. VERIFY MOUNTING HEIGHTS WITH MANUFACTURER'S SPECIFICATIONS / RECOMMENDATIONS FOR EACH ITEM.

SEE ADDITONAL GENERAL NOTES ON EACH INDIVIDUAL SHEET

ALL GYPSUM BD IS TYPE "X" 5/8" THICK FOR WALL AND 1/2" THICK TYPE 'X" FOR CEILING UNLESS NOTED OTHERWISE.

THE CONTRACTOR SHALL VERIFY THE DIMENSIONS NECESSARY FOR PROPER EXECUTION OF THE WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE

IMMEDIATE ATTENTION OF THE ARCHITECT.

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

IN

E

E R

S

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

S U

B M

IT

T

E D

B Y

S

IZ

E

C H

E C

K E

D B

Y

A N

S I D

IS

S

U E

D A

T E

C O

N T

R A

S O

L

IC

IT

A

T

IO

N N

O

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

G-002

3BR

A B

B R

E V

IA

T

IO

N

S

L E

G E

N D

S

A R

C H

IT

E

C T

U R

A L

G E

N E

R A

L N

O T

E S

F E

M A

P E

R M

A N

E N

T H

O U

S

IN

G

C

IP

H O

N O

L U

L U

D

IS

T R

IC

T

F O

R T

S H

A F

T E

R H

I -5

R E

G

IO

N A

L E

N G

IN

E

E R

IN

G

C E

N T

E R

H O

N O

L U

L U

D

IS

T R

IC

T

H O

N O

L U

L U

H

I

B C

G

C J L

G C

K

C C

D

K A

B C

T

O

A

U G

CIP DESIGN COMPLETE

S A

IP

A

N

B

E D

R O

M

1. THE STRUCTURAL DESIGN AND CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING:

INTERNATIONAL BUILDING CODE (IBC) 2018

AMERICAN CONCRETE INSTITUTE (ACI) 318-14: BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) 7-16: MINIMUM DESIGN LOADS AND

ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES

DESIGN CRITERIA

2. FLOOR LIVE LOAD

A. RESIDENTIAL

3. ROOF LIVE LOAD:

4. SNOW LOADS

5. WIND DATA:

A. RISK CATEGORY:

B. BASIC DESIGN WIND SPEED, V:

C. NOMINAL WIND SPEED, Vasd:

D. EXPOSURE CATEGORY:

E. BUILDING ENCLOSURE CLASSIFICATION:

F. INTERNAL PRESSURE COEFFICIENT:

G. COMPONENTS AND CLADDING DESIGN WIND PRESSURE:

40 PSF

20 PSF

N/A

II

195 MPH

151 MPH

D

ENCLOSED

+/-0.18

VARIES, SEE A8/S-007

6. EARTHQUAKE DATA

A. MAPPED SPECTRAL ACCELERATIONS:

SHORT PERIOD, Ss:

1-SEC PERIOD, S1:

B. SPECTRAL RESPONSE COEFFICIENTS:

SHORT PERIOD, SDS:

1-SEC PERIOD, SD1:

C. SITE CLASS:

D. BASIC SEISMIC FORCE RESISTING SYSTEM:

SPECIAL REINFORCED CONCRETE SHEAR WALLS:

E. DESIGN BASE SHEAR:

F. SEISMIC RESPONSE COEFFICIENT, Cs:

G. ANALYSIS PROCEDURE:

1.78 g

0.45 g

1.66 g

0.47 g

D (ASSUMED)

R = 5 V = Cs X W 0.332

LINEAR STATIC

PROCEDURE

FOUNDATIONS

A.B.

ALT

APPROX

ARCH

BAL

BOT

BRG

CL

CIP

CJ

CLR

COL.

CONC

CONN

CONT

COORD

CSJ

CTRD

CWB

DCJ

DIA

DO

DWG

E.F.

E.W.

EA

EJ

EL

EQ

FTG

GA

GALV

GR.

GSN

HORIZ

I.A.W.

kN

KSI

LLH

LLV

LONG.

MAX

MECH'L

MFR

MIN

M.S.L.

MPa

N.S.F.M.

N.T.S.

OC

OPP

Pa

PL

PSI

PJF

REINF

SIM

SPA

STD

STL

THK

T.O.

TOC

TRANS

TYP

U.O.N.

VERT

W.W.M.

W.P.

ANCHOR BOLT

ALTERNATE

APPROXIMATELY

ARCHITECTURAL

BALANCE

BOTTOM

BEARING

CENTERLINE

CAST-IN-PLACE

CONTROL JOINT

CLEARANCE

COLUMN

CONCRETE

CONNECTION

CONTINUOUS

COORDINATE

CONSTRUCTION JOINT

CENTERED

CAPILLARY WATERBARRIER

DOWELED CONSTRUCTION JOINT

DIAMETER

DITTO (REPEAT)

DRAWING

EACH FACE

EACH WAY

EACH

EXPANSION JOINT

ELEVATION

EQUAL

FOOTING

GAGE

GALVANIZED

GRADE

GENERAL STRUCTURAL NOTE

HORIZONTAL

IN ACCORDANCE WITH

KILONEWTONS

KIPS PER SQUARE INCH

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MEAN SEA LEVEL

MEGAPASCAL

NON-FROST SUSCEPTIBLE MATERIAL

NOT TO SCALE

ON CENTER

OPPOSITE

PASCAL

PLATE

POUNDS PER SQUARE INCH

PREMOLDED JOINT FILLER

REINFORCING

SIMILAR

SPACES

STANDARD

STEEL

THICK

TOP OF

TOP OF CONCRETE

TRANSVERSE

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WELDED WIRE MESH

WORK POINT

ABBREVIATIONS

1.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60.

2.CLEAR CONCRETE COVER FOR REINFORCING BARS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:

B. CONCRETE FORMED AND EXPOSED TO EARTH OR WEATHER

#5 BAR AND SMALLER:

C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND

SLABS, WALL:

#11 BAR AND SMALLER:

BEAMS:

PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS:

3. REINFORCING STEEL SHALL BE SPLICED WHERE INDICATED ON PLANS. PROVIDE LAP SPLICE LENGTH PER

TYPICAL DETAILS AND SCHEDULE, UNLESS OTHERWISE NOTED.

4. MECHANICAL SPLICE CONNECTORS SHALL DEVELOP IN TENSON 125 PERCENT OF THE SPECIFIED MINIMUM

YIELD STRENGTH OF REINFORCING BARS.

5. STANDARD HOOKS ON REINFORCING BARS USED SHALL COMPLY WITH ACI SP-66.

6. MINIMUM REINFORCING BEND DIAMETERS SHALL COMPLY WITH ACI SP-66.

7. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS ARE TO BE SECURELY TIED IN PLACE BEFORE

CONCRETE IS POURED.

8. REINFORCING BAR BENDS SHALL BE MADE COLD.

9. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE WITH THE "ACI DETAILING

MANUAL - 2004" (SP-66) AS MODIFIED BY THE PROJECT DRAWINGS AND SPECIFICATIONS.

10.CONTRACTOR SHALL SUBMIT REINFORCING BAR LAYOUTS AND DETAILS FOR CONTRACTING OFFICER'S

REVIEW PRIOR TO FABRICATION. FABRICATE FROM REVIEWED DRAWINGS ONLY.

11. WELDING OF REINFORCING STEEL IS NOT PERMITTED UNLESS OTHERWISE SHOWN ON THE DRAWINGS.

WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 "STRUCTURAL WELDING CODE -

REINFORCING STEEL" OF THE AMERICAN WELDING SOCIETY.

12. PROVIDE DOWELS TO MATCH REINFORCEMENT SIZE AND SPACING INDICATED FOR ALL STRUCTURAL

ELEMENTS UNLESS OTHERWISE INDICATED.

13. PROVIDE 2-#3 x 4'-0" DIAGONAL BARS IN THE MIDDLE OF THE SLAB AT EACH CORNER OF OPENINGS

LARGER THAN 12" AND AT RE-ENTRANT CORNERS.

REINFORCING STEEL

3"

2"

3/4"

1 1/2"

1.

2.

3.

4.

5.

6.

FOUNDATION DESIGN IS BASED ON THE ASSUMPTIONS BELOW. A GEOTECHNICAL INVESTIGATION IS TO BE CONDUCTED AT EACH SITE BY A LICENSED GEOTECHNICAL ENGINEER TO VALIDATE THE ASSUMED

GEOTECHNICAL DESIGN PARAMETERS.

ASSUMED GEOTECHNICAL DESIGN PARAMETERS ARE IN ACCORDANCE WITH TABLE 1806.2 OF IBC 2018:

A. ALLOWABLE BEARING PRESSURE

B. PASSIVE EARTH PRESSURE

SOIL BENEATH FOUNDATION SHALL BE SCARIFIED TO A DEPTH OF 6 INCHES, MOISTURE CONDITIONED

TO ABOVE THE OPTIMUM MOISTURE CONTENT, AND COMPACTED TO A MINIMUM OF 90% OF THE

MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557.

THE FOUNDATION SUBGRADE SHALL BE INPSECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO

PLACEMENT OF REINFORCING STEEL AND CONCRETE TO VERIFY THE FOUNDATION BEARING

CONDITIONS.

SOFT AND/OR LOOSE SOILS SHALL BE OVER-EXCAVATED TO FIRM/DENSE SOILS AND BACKFILLED WITH ACCEPTABLE SELECT GRANULAR MATERIAL COMPACTED IN ACCORDANCE WITH THE SPECIFICATIONS.

PROVIDE 15 MIL VAPOR BARRIER UNDER ALL SLABS ON GRADE.

1,500 PSF

100 PSF/FT OF DEPTH

1.

2.

3.

4.

5.

6.

7.

8.

9.

GENERAL NOTES:

ALL MATERIALS AND WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO THE

DRAWINGS SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE 2018 EDITION.

THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE

METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PROVIDE ALL

MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES

SHALL INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION

EQUIPMENT, WIND AND SEISMIC LOADING. ALL SHORING AND BRACING SYSTEMS SHALL BE

DESIGNED BY A LICENSED STRUCTURAL ENGINEER HIRED AND PAID FOR BY THE CONTRACTOR.

OBSERVATION VISITS TO THE SITE BY THE CONTRACTING OFFICER AND GOVERNMENT A/E SHALL

NOT INCLUDE INSPECTION OF THE ABOVE ITEMS NOR RELIEVE THE CONTRACTOR OF HIS/HER

OBLIGATIONS, DUTIES AND RESPONSIBILITIES.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF

THE CONTRACTING OFFICER AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK.

PRIOR TO FABRICATION, SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE REVIEWED

AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE CONTRACTING OFFICER.

SIZES AND LOCATIONS OF OPENINGS INDICATED ON DRAWINGS ARE FOR INFORMATION ONLY AND SHALL BE VERIFIED WITH THE APPROPRIATE DRAWING AND/OR SUPPLIER BEFORE CONSTRUCTION.

WHERE DISCREPANCIES, OMISSIONS AND/OR CONFLICTS ARISE BETWEEN DRAWINGS,

SPECIFICATIONS, BUILDING CODES, OR STANDARDS, CONTRACTOR SHALL PROVIDE WRITTEN

NOTIFICATION TO THE CONTRACTING OFFICER PRIOR TO PROCEEDING WITH ANY WORK INVOLVED.

DIMENSIONS SHALL NOT BE SCALED FROM THE PLANS, SECTIONS AND/OR DETAILS OF THE

STRUCTURAL DRAWINGS.

ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS, SUPPORTS AND ATTACHMENTS

SHALL CONFORM WITH ASCE 7, CHAPTER 13. SEE DESIGN CRITERIA FOR SEISMIC DESIGN

CATEGORY. ISOLATORS, FASTENERS AND OTHER ELEMENTS PROVIDING STABILITY FOR

COMPONENTS SHALL BE APPROVED BY ICC OR EQUIVALENT TESTING PROCEDURES. PROVIDE

SUSPENDED EQUIPMENT WITH APPROVED LATERAL OR SWAY BRACING. SEE SPECIFICATIONS FOR

RESPONSIBILITY OF BRACING DESIGN.

SECONDARY STRUCTURAL MEMBERS NOT SHOWN IN THE CONTRACT DRAWINGS FOR THE

INSTALLATION OF NON-STRUCTURAL MATERIALS, EQUIPMENT OR COMPONENTS SHALL BE SPECIFIED IN THE SHOP DRAWINGS AND PROVIDED BY THE CONTRACTOR WITH NO ADDITIONAL COST TO THE

GOVERNMENT.

A.

B.

C.

D.

SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS OF ALL FLOOR AND WALL

OPENINGS.

SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR SIZES AND LOCATIONS OF ALL

OPENINGS REQUIRED FOR DUCTS, PIPES, AND PIPE SLEEVES.

OPENINGS OR POCKETS LARGER THAN 6 INCHES NOT INDICATED IN STRUCTURAL DRAWINGS

SHALL NOT BE PLACED WITHOUT WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER.

CONDUITS AND PIPES TO BE EMBEDDED IN CONCRETE SHALL SATISFY THE REQUIREMENTS OF

ACI 318.

US Army Corps of Engineers ®

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SPECIAL INSPECTION WORK AND MATERIAL TESTING SHALL BE ACCOMPLISHED AS PART OF

CONTRACTOR QUALITY CONTROL REQUIREMENTS. SEE DRAWING SHEET S-801 AND THE SPECIAL

INSPECTION AND MATERIAL TESTING SCHEDULES FOR REQUIRED ITEMS.

CONTRACTOR SHALL RETAIN ONE OR MORE SPECIAL INSPECTORS MEETING MINIMUM QUALIFICATIONS PER S-801 WHO SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK

IDENTIFIED BY THE TABLES ON THIS DRAWING SHEET.

IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO COORDINATE AND SCHEDULE ALL

INSPECTIONS.

IT SHALL BE THE DUTY OF THE GENERAL CONTRACTOR TO HAVE THE AREA REMAIN ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE SPECIAL INSPECTOR(S), NOR THE GOVERNMENT SHALL BE LIABLE FOR EXPENSES ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL

REQUIRED TO ALLOW INSPECTION.

THE SPECIAL INSPECTOR(S) SHALL SUBMIT A FINAL REPORT TO THE CONTRACTING OFFICER STATING

THE WORK REQUIRING SPECIAL INSPECTION WAS COMPLETED IN CONFORMANCE WITH THE

CONSTRUCTION DOCUMENTS.

REPRESENTATIVES OF THE CONTRACTING OFFICER CAN AND WILL INSPECT CONSTRUCTION AS

CONSIDERED APPROPRIATE AND WILL MONITOR OPERATIONS OF THE CONTRACTOR'S QUALITY

CONTROL STAFF. GOVERNMENT INSPECTION AND TESTING WILL NOT RELIEVE THE CONTRACTOR OF

ANY QUALITY CONTROL RESPONSIBILITIES.

SPECIAL INSPECTION

1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE ACI 318, ACI 301, ETC.

2. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE NORMAL WEIGHT HARD ROCK TYPE (150 lb/ft³) PORTLAND CEMENT AND SHALL CONFORM TO ASTM C-150 TYPE I OR II. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW.

3. CONCRETE SHALL BE REGULAR WEIGHT HARD ROCK CONCRETE AND SHALL HAVE THE FOLLOWING MINIMUM

28 DAY COMPRESSIVE STRENGTHS:

A. SLAB ON GRADE:

B. WALLS, SUSPENDED SLABS & BEAMS:

C. ALL OTHER CONCRETE:

4. CONCRETE MIX DESIGN SUBMITTAL SHALL STATE LOCATION OF STRUCTURE WHERE MIX IS USED. MIX DESIGN

SHALL BE SUBMITTED TO CONTRACTING OFFICER FOR REVIEW PRIOR TO CONSTRUCTION.

5. WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR OTHER SUBSTANCES THAT ARE DELETERIOUS TO CONCRETE OR

STEEL

REINFORCEMENT.

6. MAXIMUM AGGREGATE SIZE IN CONCRETE TOPPING AND RAMPS SHALL NOT EXCEED 3/8".

7. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN

POSITION PRIOR TO PLACING CONCRETE.

8. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN.

NOTIFY THE CONTRACTING OFFICER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS.

9. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECEIVE AN ARCHITECTURAL FINISH SHALL BE

APPROVED BY THE FINISH SUPPLIER BEFORE USE.

10. CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER A SCHEDULE SPECIFYING CONCRETE POURS IN

UPCOMING THREE WEEKS.

11. CONCRETE ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE USED.

12. ALL ROUGHENED SURFACES IN CONCRETE SHALL BE MADE WITH A MINIMUM AMPLITUDE OF 1/4".

13. SEE ARCHITECTURAL DRAWINGS FOR CHAMFERS, EDGE RADII, DRIPS, REGLETS, FINISHES AND OTHER NON-

STRUCTURAL ITEMS NOT SHOWN OR SPECIFIED ON THE STRUCTURAL DRAWINGS.

14. NON-SHRINK GROUT SHALL BE A PREMIXED NON-METALLIC FORMULA, CAPABLE OF DEVELOPING A MINIMUM

COMPRESSIVE STRENGTH OF 3,000 PSI IN 1 DAY AND 5,000 PSI IN 28 DAYS.

15. LEAVE FORMWORK FOR BEAM SOFFITS, SLABS, AND OTHER STRUCTURAL ELEMENTS THAT SUPPORT WEIGHT OF CONCRETE IN PLACE UNTIL CONCRETE HAS ACHIEVED ITS 28 DAY DESIGN COMPRESSIVE STRENGTH.

16. CONSTRUCTION JOINT LOCATIONS MUST BE APPROVED BY THE CONTRACTING OFFICER.

17. EPOXY ADHESIVE SHALL BE SIMPSON SET-XP, HILTI HIT HIT-RE 500-SD, DEWALT PURE 100+, OR APPROVED EQUAL. ADHESIVE SHALL MEET ASTM C881 AND HAVE AN ULTIMATE TENSILE STRENGTH OF 48 KSI (#5 9"

EMBEDMENT).

CONCRETE

f'c = 4,000 PSI f'c = 4,000 PSI f'c = 4,000 PSI

1.

2.

3.

4.

5.

6.

SCHEDULE OF SPECIAL INSPECTIONS

OBSERVE THESE ITEMS RANDOMLY DURING THE COURSE OF EACH WORK DAY TO INSURE THAT

APPLICABLE REQUIREMENTS ARE BEING MET. OPERATIONS NEED NOT BE DELAYED PENDING THESE

INSPECTIONS AT CONTRACTOR’S RISK.

DOCUMENT, WITH A REPORT, THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS. THIS IS IN ADDITION TO ANY OTHER REPORTS REQUIRED IN THE SPECIAL

INSPECTIONS GUIDE SPECIFICATION.

CONSTANT MONITORING OF IDENTIFIED TASKS BY A SPECIAL INSPECTOR OVER THE DURATION OF

PERFORMANCE OF SAID TASKS.

OBSERVE:

DOCUMENT:

CONTINUOUS:

INSPECTION DEFINITIONS:

CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC TABLE 1705.3 (ACI 318 REFERENCES NOTED IN IBC TABLE)

TASK INSPECTION

TYPE

DESCRIPTION

1. INSPECT

REINFORCEMENT,

INCLUDING

PRESTRESSING

TENDONS, AND VERIFY

PLACEMENT.

OBSERVE VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING

IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF

OIL, DIRT AND UNACCEPTABLE RUST; THAT IT IS LOCATED

AND SPACED PROPERLY; THAT HOOKS, BENDS, TIES,

STIRRUPS AND SUPPLEMENTAL REINFORCEMENT ARE

PLACED CORRECTLY; THAT LAP LENGTHS, STAGGER AND

OFFSETS ARE PROVIDED; AND THAT ALL MECHANICAL

CONNECTIONS ARE INSTALLED PER THE MANUFACTURER’S

INSTRUCTIONS AND/OR EVALUATION REPORT.

2. OBSERVE VERIFY PRIOR TO PLACING CONCRETE THAT CAST IN PLACE

ANCHORS AND POST INSTALLED DRILLED ANCHORS HAVE

PROPER EMBEDMENT, SPACING AND EDGE DISTANCE.

CAST IN PLACE ANCHORS

AND POST INSTALLED

DRILLED ANCHORS

(DOWNWARD INCLINED)

3. CONTINUOUS

AND

DOCUMENT

- INSPECT AS REQUIRED PER APPROVED ICC-ES REPORT

- VERIFY THAT INSTALLER IS CERTIFIED FOR INSTALLATION OF

HORIZONTAL AND OVERHEAD INSTALLATION APPLICATIONS

- INSPECT PROOF LOADING AS REQUIRED BY THE CONTRACT

DOCUMENTS

POST-INSTALLED

ADHESIVE ANCHORS IN

HORIZONTAL OR

UPWARD INCLINED

ORIENTATIONS

4. OBSERVE VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED

CONSTRUCTION DOCUMENTS

VERIFY USE OF

REQUIRED MIX DESIGN

5. CONTINUOUS AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE

SPECIMENS FOR STRENGTH TEST VERIFY THESE TESTS ARE

PERFORMED BY QUALIFIED TECHNICIANS.

PRIOR TO CONCRETE

PLACEMENT, FABRICATE

SPECIMENS FOR

STRENGTH TESTS,

PERFORM SLUMP AND

AIR CONTENT TESTS,

AND DETERMINE THE

TEMPERATURE OF THE

CONCRETE

6. CONTINUOUS VERIFY PROPER APPLICATION TECHNIQUES ARE USED

DURING CONCRETE CONVEYANCE AND DEPOSITING AVOIDS

SEGREGATION OR CONTAMINATION. VERIFY THAT

CONCRETE IS PROPERLY CONSOLIDATED.

INSPECT CONCRETE

PLACEMENT FOR

PROPER APPLICATION

TECHNIQUES

7. OBSERVE INSPECT CURING, COLD WEATHER PROTECTION, AND HOT

WEATHER PROTECTION PROCEDURES.

VERIFY MAINTENANCE

OF SPECIFIED CURING

TEMPERATURE AND

TECHNIQUE

8. OBSERVEVERIFY IN-SITU

CONCRETE STRENGTH,

PRIOR TO REMOVAL OF

SHORES AND FORMS

FROM BEAMS AND

STRUCTURAL SLABS.

9. OBSERVEINSPECT FORMWORK

FOR SHAPE, LOCATION

AND DIMENSIONS OF THE

CONCRETE MEMBER

BEING FORMED.

CONCRETE CONSTRUCTION SPECIAL INSPECTION

SOILS INSPECTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE

IBC 1705.6

TASK INSPECTION

TYPE

DESCRIPTION

1. MATERIALS BELOW SHALLOW

FOUNDATIONS ARE ADEQUATE TO

ACHIEVE THE DESIGN BEARING

CAPACITY.

OBSERVE

2. EXCAVATIONS ARE EXTENDED TO

PROPER DEPTH AND HAVE

REACHED PROPER MATERIAL

OBSERVE

3. VERIFY USE OF PROPER MATERIALS,

DENSITIES AND LIFT THICKNESSES

DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL

CONTINUOUS

4. PRIOR TO PLACEMENT OF

COMPACTED FILL, INSPECT

SUBGRADE AND VERIFY THAT SITE

HAS BEEN PREPARED PROPERLY.

OBSERVE DURING FILL PLACEMENT, THE SPECIAL

INSPECTOR SHALL VERIFY THAT PROPER

MATERIALS AND PROCEDURES ARE USED IN

ACCORDANCE WITH THE PROVISIONS OF THE

APPROVED GEOTECHNICAL REPORT

SOILS SPECIAL INSPECTION

US Army Corps of Engineers ®

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S A

IP

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E D

R O d

4d or 2 1/2"

MIN.

d

HOOK

4d d

H O

O K d

D E

T A

IL

IN

G

D

IM

E N

S

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6d

D d

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IN

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N d

6d - FOR #3, #4 and #5 12d - FOR #6 THRU #8

REBAR BEND SCHEDULE

#3

REBAR

SIZE MIN. INSIDE

BEND DIAMETER

D [in]

180° HOOK 90° HOOK

BEAM

D

D

D = BEND DIAMETER

BEAM

D

NOTE:

D = FINISHED INSIDE BEND DIAMETER

d = BAR DIAMETER

D

DETAILING

DIMENSION

DETAILING

DIMENSION

D

STIRRUP, TIE

AND HOOP

#4

#5

#6

#7

#8

90° HOOK 135° HOOK

STIRRUP, TIE, AND HOOP GEOMETRY

STANDARD HOOK GEOMETRY

1.5

2.5

4.5

MIN. INSIDE

BEND DIAMETER

D [in]

STANDARD

HOOK

2.25

3.75

4.5

5.25 l dh

FACE OF CONC.

OR POUR JOINT

l dh

FACE OF CONC.

OR POUR JOINT

b b bb b b b b b b b b

MINIMUM SPLICE AND

DEVELOPMENT LENGTHS

CONCRETE STRENGTH = 4,000 PSI

LAP SPLICE DEVELOPMENT LENGTH

TOP

BARS

OTHER

BARS

STRAIGHT

TOP

BARS

OTHER

BARS

BAR

SIZE

#3 24 19 15 8

#4 32 25

#5 40 31

NOTES:

1. 'TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW THE BARS

2. 'OTHER BARS' ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF FRESH CONCRETE CAST BELOW THE BARS.

3. WHEN SPLICING BARS OF DIFFERENT SIZES, USE THE SPLICE LENGTH OF THE LARGER BAR .

STANDARD

HOOK,

l dh

3" CLR.

MAIN OR

TEMPERATURE BAR

(TYP.)

STIRRUP OR TIE

EARTH/CONC.

CONCRETE CAST

AGAINST EARTH

NOTES:

1. PROTECTION COVER SHOWN IS MINIMUM PERMITTED.

2. THICKER PROTECTIVE COVER INDICATED IN SPECIFIC DETAILS SHALL GOVERN.

3. COMPLY WITH A CASE OF CONC. EXPOSED TO EARTH OR WEATHER FOR

STRL. SLAB-ON-GRADE.

4. PROTECTIVE COVER SHOWN IS FOR CAST-IN-PLACE CONCRETE ONLY.

C L R

2" CLR

MAIN OR

TEMPERATURE

BAR (TYP.)

FORMED CONC.

SURFACE

EXTERIOR

FACE

EARTH

STIRRUP OR TIE

CONCRETE EXPOSED TO

EARTH OR WEATHER

2" CLR

US Army Corps of Engineers ®

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CIP DESIGN COMPLETE

S A

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A

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NOT TO SCALED1

TYPICAL REBAR HOOK DETAIL

NTSA1

TYPICAL REBAR SPLICE AND DEVELOPMENT LENGTH SCHEDULE

NTSA7

CONCRETE PROTECTION OF REINFORCING

M

IN

BOTTOM OF

FOOTING

9"

M

IN

NOTE:

DO NOT TRENCH BELOW FOOTING

AFTER FOOTING IS POURED

FOR PIPES MORE THAN 3'-0" BELOW

BOTTOM OF FOOTING TRENCH MAY BE

BACKFILLED WITH COMPACTED

FILL/SPECIFICATIONS

WALL

SLEEVE

PIPE

SLEEVE

PIPE

3"

1' - 3"

NO EXCAVATION

ALLOWED BELOW THIS

BELOW

THIS CONCRETE

MUST BE PLACED

BEFORE FOOTING

10' - 0"

GROUND LINE

BACKFILL PER

SPECS.

BOTTOM OF TRENCH

EXCAVATION SHALL

NOT EXTEND BELOW

THIS LANE

TRENCH EXCAVATION

MIN.

1' - 6"

FOOTING

NOTE:

THE CONTRACTOR SHALL BE

RESPONSIBLE FOR SHORING, SHEATHING OR

OTHERWISE MAINTAINING THE SIDES OF THE

EXCAVATION FROM CAVE-INS UNTIL ALL

BACKFILL IS COMPLETED PER

SPECIFICATIONS.

M

IN

M A

X

THIS CONCRETE

MUST BE PLACED

BEFORE FOOTING

EXCAVATION PARALLEL TO FOOTING

C L R

T

Y P

M

IN

T

T

1' - 6"

LAP 24", TYP

C L R

ADD (3) #4X4'-0"

ADD BARS TO

MATCH

FOOTING REINF.

6" DIA MAX

PLAN

WALL FOOTING

PLAN

WALL FOOTING

LONGITUDINAL

REINFORCING

PER PLAN

WALL FOOTING

STANDARD HOOK

AT END OF FTG.

PLAN

WALL FOOTING

CONDITION AT CORNER CONDITION AT INTERSECTION CONDITION AT END

WALL FOOTING

CONCRETE WALL

PER PLAN

W

W /2

U .O

.N

PLAN

TYPICAL CONDITION AT END OF WALL

STANDARD HOOK IN LONGITUDINAL

WALL FOOTING REINFORCING

BARS AT FAR FACE OF

INTERSECTING FOOTING, TYP.

ELEVATION

EXTEND COL. FTG.

REINF. 40 BAR DIA.

(MIN.) INTO WALL FTG.

WALL FTG. REINF.

WALL FTG. BOT.

REINF. EXTENSION

COL. FTG.

REINF.

WALL FOOTING COLUMN FOOTING

COL. FTG.

REINF.

WALL FTG. REINF.

EXTEND WALL FTG.

REINF. 40 BAR DIA. (MIN.)

INTO COL. FTG.

SLAB ON GRADE

CONCRETE

WALL

SCARIFY 6", MOISTURE CONDITION

TO ABOVE THE OPTIMUM

MOISTURE, AND COMPACT TO

MINIMUM 90% OF MAX DRY

DENSITY.

E M

B E

D M

IN

SOFT AND/OR LOOSE SOILS SHALL BE OVER-

EXCAVATED TO FIRM/DENSE SOILS AND BACKFILLED

WITH ACCEPTABLE SELECT GRANULAR MATERIAL

COMPACTED IN ACCORDACE WITH THE

SPECIFICATIONS.

15 MIL. REINFORCED

POLYETHYLENE VAPOR

BARRIER, TYP.

4" CAPILLARY WATER

BARRIER, ASTM C33, NO. 67

6" SELECT GRANULAR MATERIAL.

M

A X

S E

E A

R C

H D

W G

FINISH GRADE

NOTE:

STRUCTURE IS DESIGNED FOR A FLAT SITE.

SITE SHALL BE GRADED TO MAINTAIN SLOPE

SETBACKS PER IBC 1808.7.

US Army Corps of Engineers ®

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1/2" = 1'-0"E1

TYPICAL PIPE THRU FOUNDATION AND TRENCH DETAILS

1" = 1'-0"A1

TYPICAL WALL FOOTING DETAIL

1 : 20C1

CONDITION AT COLUMN FOOTING

3/4" = 1'-0"A8

TYPICAL SOIL PREP

DEPRESSED SLAB AT EXTERIORSAWCUT JOINT (S.J.)CONSTRUCTION JOINT (C.J.)AT WALL

#4 CONT.

BARS

1/2" SQ. JT. SEALANT

OVER 1/2"t PRE-

MOLDED JT. FILLER

CONC. GRADE

SLAB AND REINF.

FACE OF WALL

1 1/2" DEEP CONT.

KEYWAY AT MID-

DEPTH

2- #4 CONT. EACH

SIDE OF CONSTRUCTION

JOINT

1 1/2" DEEP CONT.

KEYWAY AT MID-

DEPTH

CONC. GRADE

SLAB AND REINF.

2- #4 CONT.

CONC. GRADE

SLAB AND REINF.

FINISH GRADE

1/8" RADIUS

TOOLED EDGE

JOINT SEALANT

JOINT SEALANT2- #4 CONT. EACH

SIDE OF CONSTRUCTION

JOINT

1/8"

SAWCUT t/

8"

TYP.

4"

M

IN

TYP.

4"

JOINT SEALANT

t

NOTE: SEE A8/S-004 FOR SOIL PREP

SLAB ON GRADE

#4 @ 12"

(3) #5 CONT

WALL

REINFORCING

WALL

REINFORCING

DOWEL, MATCH VERT

REINF SIZE AND SPACING,

ALT HOOK

L A

P S

P L

IC

E

#4 @ 16"

2'-0"

2' - 0"

(2) #4 CONT

SLAB ON GRADE,

WHERE OCCURS

C L R

T Y

P

1' - 4"

L A

P S

P L

IC

E

C

L R

T Y

P

(2) #4 CONT

WALL

REINFORCING

WALL

REINFORCING

DOWEL, MATCH VERT

REINF SIZE AND SPACING,

ALT HOOK

6" CONC

WALL, SEE

S-006

SLAB ON GRADE

#4 @ 12" 12" 12"

CONC. GRADE

SLAB AND REINF.

#3 CONT

#3 @ 18" O.C.SEE ARCH,

4" MAX

S E

E A

R C

H

M A

X

CONC. GRADE

SLAB AND REINF.

#3 CONT @ EDGES, E.W.

AND @ 18" O.C. MAX E.W.

#3 @ 18" O.C. AROUND

PAD PERIMETER

S E

E A

R C

H

M A

X

#3 CONT @ EDGES, E.W.

AND @ 18" O.C. MAX E.W.

SEE ARCH

CURB, WIDTH ≤ 4" CURB, WIDTH > 12"

ROUGHEN

SURFACE IF CURB

IS NOT CAST

MONOITHIC WITH

SLAB POUR

ROUGHEN

SURFACE IF CURB

IS NOT CAST

MONOITHIC WITH

SLAB POUR

US Army Corps of Engineers ®

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NOT TO SCALEA1

TYPICAL SLAB ON GRADE DETAILS

NTSD1

WF-1 SECTION

NTSD3

TS-1 SECTION

NOT TO SCALED6

TYPICAL SLAB ON GRADE CURB DETAILS

CONCRETE WALL MINIMUM REINFORCING

WALL THICKNESS,

INCHES

BAR SIZE AND SPACING

HORIZ VERT

REMARKS

#4 @ 12"#4 @ 12"6"

#5 @ 12"#5 @ 12"8"

PRE-CAST CONCRETE SILL,

SEE ARCH DWGS

NOTE:

IF TYPICAL WALL VERT

REINF OCCURS AT A

HOLE, EXTEND VERT

BAR INTO HOLE IN-LIEU

OF ADDED #4 BAR

E M

B E

D

SILL BAR: 2-#5

MIN. CONT.

8" CONC WALL

2" DIA HOLES CAST IN PRE-CAST

WINDOW SILLS AT 4" FROM SILL

ENDS AND AT 4'-0" O.C. MAX.

MINIMUM 3 HOLES PER SILL.

FILL HOLES WITH NON-SHRINK,

NON-METALLIC GROUT

ADDED #4, MATCH SILL

HOLE SPACING

"T

D

MAX D=T

3D OR 4" MIN

SLEEVE, TYP.

SLAB

CONDUIT IN CENTER THIRD OF SLAB OR

WALL WHERE WALL REINF HAS 1 MAT IN

CENTER LOCATE CONDUIT IN SAME LAYER

WITH WALL VERT REINF OF VERT CONDUIT

D

3D OR 4" MIN

MAX D = T/3 OR 2"

WHICHEVER IS SMALLER

NOTE:

WHERE CLEAR DISTANCE BETWEEN SLEEVES IS IMPOSSIBLE OR MAX D IS

EXCEEDED, THIS AREA SHALL BE TREATED AS AN OPENING PER TYPICAL

DETAIL FOR OPENINGS ON WALL. CONTRACTOR SHALL LOCATE (E)

SLAB/WALL REINFORCING BY NON-DESTRUCTIVE MEANS TO AVOID

DAMAGE PRIOR TO DRILLING AND CORING FOR (N) PIPES AND CONDUITS

PROVIDE DOWELS TO MATCH

HORIZ REINF SIZE AND SPACING

M

IN

L A

P S

P L

IC

E

2'-0" MIN

LAP SPLICE

ALTERNATE

DIRECTION OF HOOK

2'-0" MIN

LAP SPLICE

(2) #5 OR MATCH WALL VERT,

WHICHEVER IS GREATER

2'-0" MIN

LAP SPLICE

#5 OR MATCH VERT REINF,

WHICHEVER IS GREATER

PROVIDE DOWELS TO

MATCH HORIZ REINF

SIZE AND SPACING

PLAN CORNER PLAN INTERSECTION PLAN END/JAMB

#3 TIES AND CROSS -

TIES @ 6" OC (WHEN

PIER WIDTH EXCEEDS

2'-0" USE NORMAL

HORIZ. REINFORCING)

#5 x 5'-0"

DIAGONAL EA

CORNER

SILL REINF.

PER

DETAILS

#5 x 5'-0"

DIAGONAL EA

CORNER

REINF. EA. SIDE

OF OPENING

(SEE NOTE 1)

HEADER

REINFORCING

SEE NOTE 2

VERTS

AT JAMBS (FULL

HEIGHT U.O.N.)

#4 EA. FACE OF PIER AT 8" O.C. - EXTEND

VERTS FULL HEIGHT WHEN PIER IS

ADJACENT TO DOOR OPENINGS

(OMIT AT PIERS 1'-0" OR LESS IN WIDTH)

MATCH FOOTING

OR WALL DOWELS

BELOW PER DETAILS

(SEE NOTE 3)

"A"

HEADER

REINFORCING

SEE NOTE 2

(SEE NOTE 4)

MECH'L WALL OPENING DOOR OPENING WINDOW OPENING

PIER SECTION

OPENOPENOPENOPEN

TOP OF SLAB

RECTANGULAR OPENINGS WITH L or H > 12"x12"

CIRCULAR WITH D>12"

#5 x (D+48") DIAGONAL

(4) SIDES

PIER WIDTH

L

(SEE NOTE 3)

2'-0" TYP.

T Y

P

H

H

D

WIDTH OF

OPENING

WIDTH OF

OPENING

"A"

"A"

"A"

NOTES:

1. VERTICAL AND HORIZONTAL BARS INTERRUPTED BY

OPENINGS SHALL BE REPLACED BY ADDITIONAL

REINFORCING EQUAL TO THAT INTERRUPTED. PLACE

HALF OF ADDITIONAL REINFORCING ON EACH SIDE OF

THE OPENING, (2) #5 MIN EACH SIDE (3" CC)

2. HEADER REINFORCING:

OPENING 5'-0" OR LESS - (2) #5 BARS, 4'-3" LONGER THAN OPENING

OPENING 5'-1" TO 7'-0" - (2) #6 BARS, 5'-0" LONGER THAN OPENING

OPENING 7'-1" TO 9'-0" - (2) #7 BARS, 5'-9" LONGER THAN OPENING

3. WHERE EXTENSION IS NOT POSSIBLE, EXTEND AS FAR

AS POSSIBLE AND HOOK, TYP.

4. DOWELS NOT REQUIRED TO FOOTING OR WALL BELOW

WHEN H1 < 8'-0"

(4) #5

SECTION "A"-"A"

SINGLE LAYER

LINTEL AND TOP OF WALL

TOP OF WALL

STD. HOOK

TYP WALL

REINF.

HEADER REINF

180° HOOK,

ALT HOOKS

3" 1 1/2"

3"

E Q

E Q

E Q

HORIZ

12" LONG KEY AT 24"

CLEAN SURFACE

PRIOR TO PLACING

CONCRETE

HORIZ WALL

REINF TYP

VERT WALL REINF

TYP UNLESS

OTHERWISE

NOTED

FIRST PLACEMENT

NOTES:

LOCATION AND DETAIL OF JOINT SHALL BE REVIEWED BY ARCHITECT

WHEN NOT LOCATED AT INTERSECTIONS OF WALLS PRIOR TO

CONSTRUCTING FORMS OR PLACING CONCRETE.

ROUGHENED SURFACE.

CLEARN PRIOR TO

PLACING 2ND POUR

CONTINUE

REINF ACROSS

JOINT

S

T P

O U

R N

D P

O U

R

HORIZONTAL

CONSTRUCTION JOINT

SECTION

NOTE:

JOINT LOCATION SHALL BE SUBMITTED TO

THE CONTRACTING OFFICER FOR REVIEW.

VERTICAL

CONSTRUCTION JOINT

PLAN

TYP WALL

REINF.

ALTERNATE SPLICES

4'-0" MIN. SPACING FOR

TYP. LAP (24" MIN.)

HORIZ. REINF.

US Army Corps of Engineers ®

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1 1/2" = 1'-0"A8

WINDOW SILL DETAIL

NTSC8

TYPICAL CONDUIT IN OR THRU WALL

3/4" = 1'-0"F1

TYP CONCRETE WALL REINFORCING

NTSA1

TYPICAL CONCRETE WALL OPENING REINFORCING

NTSF7

CONCRETE WALL CONSTRUCTION JOINTS

NTSD6

TYPICAL WALL REINFORCING

E U

P D

A T

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IN

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S F

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A N

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C L R

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X T

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/4

C

L R

T Y

P

END SUPPORT INTERIOR SUPPORT

SLAB REINFORCING

TYPICAL TEMPERATURE REINFORCING SLAB ELEVATION

FACE OF WALL

DIRECTION

OF

SPAN

FACE OF WALL

MAIN SLAB

REINF.

BOTTOM CONT. BARS

FACE OF

SUPPORT

TOP BAR LAP AS REQUIRED.

ALTERNATE SPLICES.

TEMPERATURE REINF:

#4 @ 18" O.C., STAGGERED,TYP.

BOTTOM OUTERMOST BAR:

#4 @ 14" O.C.

TOP OUTERMOST BAR:

#4 @ 14" O.C.

FACE OF

SUPPORT

BOT. BAR LAP AS REQUIRED.

(LAP AT SUPPORT, TYP.)

BARS IN SAME

PLANE EVENLY

SPACED

TEMPERATURE REINF. (SPLICE BOT.

BARS AT SUPPORTS AND TOP BARS AT

MIDSPAN AS REDQ'D).

LAP 32 BAR DIA.

DIRECTION OF SPAN

END SUPPORT

/2

2" CLR

#4 DOWELS 2" FROM

FACE OF SUPPORT,

REMAINDER @ 4" O.C.

ADDED STIRRUP 2"

FROM EDGE OF BEAM

HEADER REINF:

(2) #6

2"

CONC BEAM TOP BARS

CONC BEAM BOT BARS

CONCRETE WALL

SEE S-006 FOR

TYP CONCRETE

WALL DETAILS

NOTE: TYP WALL

REINFORCEMENT NOT

SHOWN FOR CLARITY

Ld

2"

CONC WALL

38' - 1"

TYP

5' - 8"

TYP

5' - 8"

TYP

5' - 8"

T Y

P

TYP

1' - 11"

1'12

T Y

P

3 3

3 3

1'

1' OH

2 OH

3 OH -288

-288

-211

-160

-92

ZONE

P (-)

PSF

P (+)

PSF

-256

-261

-198

-158

-92

-183

-198

-166

-152

-92

100ft²≤A<500ft²20ft²≤A<100ft²A<20ft²

-109

-135

-135

-101

-62

-211 -169 -151 -109

HATCH

A≥500ft²

1 OH

-160

-150

-125

-101

P (-)

PSF

P (+)

PSF

P (-)

PSF

P (+)

PSF

P (-)

PSF

P (+)

PSF

-160 -158 -152 -101

WINDOWS: +/- 110 PSF

DOORS: +/- 105 PSF

ROOF C&C WIND PRESSURES

US Army Corps of Engineers ®

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NOT TO SCALEA1

TYPICAL SUSPENDED SLAB DETAILS

1 1/2" = 1'-0"F1

CONCRETE BEAM DETAIL

NTSA8

COMPONENTS AND CLADDING WIND PRESSURES

E U

P D

A T

E D

D R

A W

IN

G

S F

O R

N E

W P

H A

S E

C O

N S

T R

U C

T

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N

J

A N

E1

S-301

A1

S-301

A6

S-301

WF-1

WF-1

WF-1

W F

-1

T S

-1

W F

-1

4" CONC. SLAB-ON-GRADE

WITH 6X6 W2.9XW2.9 AT MID-DEPTH

8" CONCRETE

WALL

6" CONCRETE

WALL

S-201 D1

S-201 A6

S-201 A1

S-201 D6

S-201 F6

DEPRESSED SLAB,

SEE ARCH

C1

S-301

CONC.

CURB

TS-1

T S

-1

T S

-1

T S

-1

TS-1

T S

-1

6" CONCRETE

WALL

8" CONCRETE

WALL

(BELOW)

S.J.

S.J.

S.J.

S .J

EQ EQ EQ

8' - 10"

S .J

S .J

S .J

7' - 4"

E Q

E Q

E1

S-301

A1

S-301

A6

S-301

OUTERMOST:

#4 @ 14" O.C. T&B

TEMPERATURE REINF.

#4 @ 18" O.C. T&B

6" THK CONCRETE

SLAB

C1

S-301

E9

S-311

CONC BEAM

1. TYPICAL FOOTING DETAILS, SEE S-004 AND S-005

2. TYPICAL CONCRETE SLAB ON GRADE DETAILS, SEE S-005.

3. TYPICAL CONCRETE WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

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S A

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1/4" = 1'-0"A1

FOUNDATION PLAN

1/4" = 1'-0"A6

ROOF PLAN

02' 4' 8'1'3'4'

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

GROUND FLOOR

0"

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE

WALLF1

S-007

GROUND FLOOR

0"

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE

WALL

GROUND FLOOR

0"

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

CONCRETE

WALL

GROUND FLOOR

0"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE

WALL

S-311

A1

O.H.

GROUND FLOOR

0"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE BEAM

CONCRETE WALL

S-007

F1

1. TYPICAL FOOTING DETAILS, SEE S-004 AND S-005

2. TYPICAL CONCRETE SLAB ON GRADE DETAILS, SEE S-005.

3. TYPICAL CONCRETE WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

NOTE:

STRUCTURE IS DESIGNED FOR A FLAT SITE.

SITE SHALL BE GRADED TO MAINTAIN SLOPE

SETBACKS PER IBC 1808.7.

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1/4" = 1'-0"D1

WALL ELEVATION

1/4" = 1'-0"A6

WALL ELEVATION

1/4" = 1'-0"A1

WALL ELEVATION

1/4" = 1'-0"D6

WALL ELEVATION

1/4" = 1'-0"F6

WALL ELEVATION

02' 4' 8'1'3'4'

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

E U

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TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

S-311

A5

S-311

A9

WF-1 WF-1

S-311

A7

WF-1

GROUND FLOOR

0"

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

WF-1

6" CONC SLAB

S-311

A1

WF-1

WF-1

S-311

A3

S-311

E9

GROUND FLOOR

0"

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

WF-1 WF-1

TS-1

6" CONCRETE PARTITION

S-311

F1 S-311

E4

CONC CURB

TS-1 TS-1

GROUND FLOOR

0"

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

WF-1WF-1WF-1

1. TYPICAL FOOTING DETAILS, SEE S-004 AND S-005

2. TYPICAL CONCRETE SLAB ON GRADE DETAILS, SEE S-005.

3. TYPICAL CONCRETE WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

NOTE:

STRUCTURE IS DESIGNED FOR A FLAT SITE.

SITE SHALL BE GRADED TO MAINTAIN SLOPE

SETBACKS PER IBC 1808.7.

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1/4" = 1'-0"E1

BUILDING SECTION

1/4" = 1'-0"A1

BUILDING SECTION

1/4" = 1'-0"A6

BUILDING SECTION

1/4" = 1'-0"C1

BUILDING SECTION

02' 4' 8'1'3'4'

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

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

WF-1

8" CONCRETE WALL

4" S.O.G. CONCRETE STOOP.

SEE ARCH DWG.

#5 CONT (2) #3 CONT

6" CONCRETE SLAB

AND REINFORCEMENT

V A

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IE

S

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IN

S-006

A8

#4 @ 16" O.C.

WF-1

8" CONCRETE WALL

4" S.O.G.

CONCRETE WALL

(3) #3 CONT

#5 CONT

6" CONCRETE SLAB

AND REINFORCEMENT

L A

P S

P L

IC

E

CONCRETE ROOF

SLAB, SEE PLAN

DOWEL, MATCH WALL VERT

CONCRETE ROOF

SLAB, SEE PLAN

(2) #3 CONT

STD HOOKS, ROTATE

AS NECESSARY, TYP

WF-1

8" CONCRETE

WALL

4" S.O.G.

WF-1

8" CONCRETE WALL

4" S.O.G.

#5 CONT

6" CONCRETE SLAB

AND REINFORCEMENT

WALL

REINFORCING

WALL

REINFORCING

6" CONC WALL,

SEE S-006

ROOF SLAB

G A

P , 1

M

A X

L4X4X3/8, L=6", WITH

(2) 1/2" DIA EXPANSION

ANCHORS, 3" EMBED MIN.

E6

S-311

GROUND FLOOR

0"

WF-1

8" CONCRETE

WALL

4" S.O.G.

4" S.O.G.

L4X4X3/8, L=6" @ 4'-0", WITH

(2) 1/2" DIA EXPANSION

ANCHORS, 3" EMBED MIN.

1"4"1"

STAGGER ANGLES

2' - 0" 2' - 0"

NOTE: OPTION TO PROVIDE

3/8" THK BENT PLATE WITH

4" LONG LEGS INLIEU OF

L4X4X3/8.

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

M

IN

8"

(2) #4 T&B

#3 STIRRUP. 2" FROM

FACE OF SUPPORT,

REMAINDER @ 6" O.C.

1. TYPICAL FOOTING DETAILS, SEE S-004 AND S-005

2. TYPICAL CONCRETE SLAB ON GRADE DETAILS, SEE S-005.

3. TYPICAL CONCRETE WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

#4 @ 16"

ADDED #4

#3x3'-6", EACH SIDE

#3 CONT, PER PLAN

#5 CONT, PER PLAN GUTTER D.S.

PLAN

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1" = 1'-0"A9

WALL SECTION

1" = 1'-0"A5

WALL SECTION

1" = 1'-0"F1

EDGE OF ROOF DETAIL

1" = 1'-0"A1

SECTION AT WATER TANK

1" = 1'-0"A7

WALL SECTION

1 1/2" = 1'-0"E4

6" PARTITION WALL TOP

1" = 1'-0"A3

WALL SECTION

1 1/2" = 1'-0"E6

6" PARTITION WALL TOP

1 1/2" = 1'-0"E9

BEAM SECTION

06"

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

3" 1' 1½'

0 1' 2'½'1'

SCALE: 1"=1'-0"

3/4" = 1'-0"D3

GUTTER D.S.

PART 1 GENERAL

1.1 GENERAL REQUIREMENTS

PERFORM SPECIAL INSPECTIONS IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS, SCHEDULE OF SPECIAL INSPECTIONS AND CHAPTER 17 OF ICC IBC. THE STATEMENT OF SPECIAL INSPECTIONS AND SCHEDULE OF SPECIAL INSPECTIONS ARE INCLUDED AS AN ATTACHMENT TO THIS SPECIFICATION. SPECIAL INSPECTIONS ARE TO BE PERFORMED BY AN INDEPENDENT THIRD PARTY AND ARE INTENDED TO ENSURE THAT THE WORK OF THE PRIME CONTRACTOR IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND APPLICABLE BUILDING CODES. SPECIAL INSPECTIONS DO NOT TAKE THE PLACE OF THE THREE PHASES OF CONTROL INSPECTIONS PERFORMED BY THE CONTRACTOR'S QC

MANAGER OR ANY TESTING AND INSPECTIONS REQUIRED BY OTHER SECTIONS OF THE

SPECIFICATIONS

1.2 DEFINITIONS

1.2.1 CONTINUOUS SPECIAL INSPECTIONS

CONTINUOUS SPECIAL INSPECTIONS IS THE CONSTANT MONITORING OF SPECIFIC TASKS BY A SPECIAL INSPECTOR. THESE INSPECTIONS MUST BE CARRIED OUT CONTINUOUSLY OVER THE DURATION OF THE

PARTICULAR TASKS.

1.2.2 PERIODIC SPECIAL INSPECTIONS

PERIODIC SPECIAL INSPECTIONS IS SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED.

1.2.3 PERFORM

PERFORM THESE TASKS FOR EACH WELD, FASTENER OR BOLTED CONNECTION, AND NOTED

VERIFICATION.

1.2.4 OBSERVE

OBSERVE THESE ITEMS RANDOMLY DURING THE COURSE OF EACH WORK DAY TO INSURE THAT

APPLICABLE REQUIREMENTS ARE BEING MET. OPERATIONS NEED NOT BE DELAYED PENDING THESE

INSPECTIONS AT CONTRACTOR’S RISK.

1.2.5 SPECIAL INSPECTOR (SI)

A QUALIFIED PERSON RETAINED BY THE CONTRACTOR AND APPROVED BY THE CONTRACTING OFFICER

AS HAVING THE COMPETENCE NECESSARY TO INSPECT A PARTICULAR TYPE OF CONSTRUCTION

REQUIRING SPECIAL INSPECTIONS. THE SI MUST BE AN INDEPENDENT THIRD PARTY HIRED

DIRECTLY BY THE PRIME CONTRACTOR.

1.2.6 ASSOCIATE SPECIAL INSPECTOR (ASI)

A QUALIFIED PERSON WHO ASSISTS THE SI IN PERFORMING SPECIAL INSPECTIONS BUT MUST

PERFORM INSPECTION UNDER THE DIRECT SUPERVISION OF THE SI AND CANNOT PERFORM

INSPECTIONS WITHOUT THE SI ON SITE.

1.2.7 THIRD PARTY

A THIRD PARTY INSPECTOR MUST NOT BE COMPANY EMPLOYEE OF THE CONTRACTOR OR ANY SUB-

CONTRACTOR PERFORMING THE WORK TO BE INSPECTED.

1.2.8 CONTRACTING OFFICER

THE GOVERNMENT OFFICIAL HAVING OVERALL AUTHORITY FOR ADMINISTRATIVE CONTRACTING

ACTIONS. CERTAIN CONTRACTING ACTIONS MAY BE DELEGATED TO THE CONTRACTING OFFICER'S

REPRESENTATIVE (COR).

1.2.9 CONTRACTOR'S QUALITY CONTROL (QC) MANAGER

AN INDIVIDUAL RETAINED BY THE PRIME CONTRACTOR HAVING THE OVERALL RESPONSIBILITY FOR THE CONTRACTOR'S QC ORGANIZATION.