Drawings 2BR.pdf

PDF 6 MB Posted May 3, 2020

Attached to: PHC - New Housing Construction Federal contract opportunity
Solicitation number: 70FBR920B00000007
Issued by: Federal Emergency Management Agency Region 9

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Clarification on Building Standards.pdf	PDF	May 21, 2020
70FBR920R00000007 Questions Answers.pdf	PDF	May 21, 2020
FEMA_SaipanHousing_Concrete_3BR.pdf	PDF	May 10, 2020
FEMA_SaipanHousing_Concrete_Specs.pdf	PDF	May 10, 2020
FEMA_SaipanHousing_Concrete_2BR.pdf	PDF	May 10, 2020
FEMA_SaipanHousing_Concrete_1BR.pdf	PDF	May 10, 2020
Route Planner 3RD BATCH OF 20-PHC-NC.XLSX	XLSX spreadsheet	May 5, 2020
Front elevation.jpg	JPG image	May 5, 2020
3RD BATCH OF 20-PHC-NC.xlsx	XLSX spreadsheet	May 3, 2020
Drawings 1BR.pdf	PDF	May 3, 2020
Drawings 3BR.pdf	PDF	May 3, 2020
Specifications PHC-New.pdf	PDF	May 3, 2020
concblock.pdf	PDF	Apr 30, 2020
Pricing_Sheet_for_Scopes_of_Work.xlsx	XLSX spreadsheet	Apr 30, 2020
C1(a) - 70FBR920R00000007 Final.pdf	PDF	Apr 30, 2020
Block.pdf	PDF	Apr 30, 2020

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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-101A

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

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

G-001

2BR

C O

V E

R S

H E

E T

R A

G L

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

B C

K C

B C

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

E B

R U

A R

CODE INFORMATION

DRAWING LIST

NUMBER SHEET NAME REV

GENERAL

G-001 COVER SHEET & DRAWING LIST

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

S-005 TYPICAL SLAB ON GRADE AND FOOTING DETAILS

S-006 TYPICAL CMU WALL DETAILS

S-007 TYPICAL ELEVATED SLAB AND BEAM DETAILS

S-101 FLOOR AND ROOF PLAN

S-201 WALL ELEVATIONS

S-301 BUILDING SECTIONS

S-311 WALL SECTIONS

S-801 SPECIAL INSPECTION SPECIFICATIONS

ARCHITECTURE

A-101 2BR - FLOOR AND DIMENSION PLAN

A-101A 2BR ADA - FLOOR AND DIMENSION PLAN

A-102 2BR - ROOF AND REFLECTED CEILING PLAN

A-201 2BR - EXTERIOR ELEVATIONS

A-301 2BR - BUILDING AND WALL SECTIONS

A-401 2BR - ENLARGED PLANS & INTERIOR ELEVATIONS

A-401A 2BR ADA - ENLARGED PLANS & INTERIOR ELEVATIONS

A-501 2BR - ROOF AND CONCRETE STOOP DETAILS

A-601 2BR - DOORS, WINDOWS TYPES, SCHEDULES AND DETAILS

A-602 2BR - FINISH FLOOR PLAN, FINISH SCHEDULE AND RESTROOM ACCESSORIES

A-701 2BR - MILLWORK AND MISCELLANEOUS DETAILS

A-701A 2BR ADA - MILLWORK AND MISCELLANEOUS DETAILS

FIRE ALARM

FA-101 2BR - FIRE ALARM PLAN, FIRE PROTECTION SYMBOLS, NOTES

FA-101A 2BR ADA - FIRE ALARM PLAN, FIRE PROTECTION SYMBOLS, NOTES

MECHANICAL

M-001 MECHANICAL NOTES, SYMBOLS AND ABBREVIATIONS

M-002 PLUMBING NOTES, SYMBOLS AND ABBREVIATIONS

M-101 2BR - HVAC PLAN, NOTES, EQUIPMENT SCHEDULES, HVAC PIPING ISOMETRIC

M-101A 2BR ADA - HVAC PLAN, NOTES, EQUIPMENT SCHEDULES, HVAC PIPING ISOMETRIC

M-102 2BR - PLUMBING PLAN, NOTES, EQUIPMENT SCHEDULES

M-102A 2BR ADA - PLUMBING PLAN, NOTES, EQUIPMENT SCHEDULES

M-103 2BR - PLUMBING DOMESTIC WATER AND WASTE & VENT ISOMETRIC

M-104 MECHANICAL & PLUMBING DETAILS

M-105 MECHANICAL & PLUMBING DETAILS

ELECTRICAL

E-001 SYMBOLS LIST AND LIGHT FIXTURE SCHEDULE

E-002 ELECTRICAL & TELECOMMUNICATION NOTES

E-101 POWER PLANS

E-101A POWER PLANS (ADA)

E-102 LIGHTING & TELECOMMUNICATION PLAN

E-601 ONE LINE DIAGRAM, PANEL SCHEDULE

COUNT: 43

FEMA PERMANENT HOUSING

SAIPAN - 2 BEDROOM

100% DESIGN SUBMITTAL

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.

SAIPAN

APPLICABLE BUILDING CODE: INTERNATIONAL BUILDING CODE 2009

(ADOPTED AS THE CNMI'S BUILDING SAFETY CODE)

EXCEPTION: REFER TO SHT S-001 FOR STRUCTURAL REQUIREMENTS

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

CONSTRUCTION CLASSIFICATION: TYPE VB (MINIMUM)

OCCUPANCY CLASSIFICATION: RESIDENTIAL GROUP R-2

BUILDING AREA: 818 SQ.FT.

BUILDING STORY HEIGHT: 1

FIRE PROTECTION SYSTEM: NOT PROVIDED AS WAIVED BY LOCAL JURISDICTION

ACCESSIBILITY REQUIREMENT FOR ADA UNITS: ADA STANDARD (2010)

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

DRAWING ABBREVIATIONS

A A/C

ACC

ACS

ACT

ADA

ADMIN

AFF

AGGR

AHU

ALT

ALUM

ANOD

APPROX

ARCH

ATC

AVG

BDRY

BFF

BHMA

BLDG

BLKG

BLT IN

BOS

BOT

BRKT

BSMT

BTWN

BUR

CAB

CER

CF/CI

CFE

CFLG

CFM

CFS

CIP

CLG

CLG DIFF

CLG HT

CLO

CLR

CMU

COL

COMM

CONC

CONF

CONT

COORD

CORR

CPT

CSWK

CTR

CU FT

D D

DBL

DEMO

DEPT

DET

DIA

DIR

DIST

DOC

DWGS

EIFS

ELEV

ENTR

EPS

EXP

EXT

FAAP

FCO

FDTN

FEC

FED

FF EL

FHP

FIN

FIN BS

FIN FLR

FIN GR

FIXT

FLEX

FLG

FLMT

FLR

FOC

FRMG

FRTW

FSTNR

FTG

GALV

GFCI

GFGI

GLZ

GR FL

GYP BD

HDPE

HDW

HDWD

HEPA

HORIZ

IBC

INSUL

INT

JAN

KIT

KPL

LAM

LAV

LBR

LBS

LIB

LIN

LKR

LOC

LVR

MACH RM

MANUF

MATL

MAX

MECH

MEMB

MFR

MID

MIL STD

MIN

MIRR

MISC

MLDG

MOD

MTG

MTL

N N

NFPA

NIC

NOM

NRC

NTS

OFOI

OGL

OPH

OPNG

OPP

OPQ

OPR

ORD

ORIG

PAT

PCC

PCF

PCT

PERF

PERIM

PL GL

PLAM

PLAS

PLBG

PLYWD

PNL

PP PL

PRKG

PSF

PSI

PTD

PTN

PWR

QTY

RBR

RCP

REC

REC RM

REF

REM

REP

REPL

REQD

RESIL

REST

RFG

RHR

SATC

SAPI

SCHED

SFTWD

SGL

SHT MTL

SIM

SLNT

SMK

SMLS

SP EL

SPEC

SQ IN

SQ YD

SST

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

TYP

U U.N.O

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

LEGEND

ANNOTATION CALLOUTS/DRAWING SYMBOLS

ARCHITECTURAL GENERAL NOTES

DOOR NUMBER

CONC WALL

6" MASONRY WALL (CMU)

8" MASONRY WALL (CMU)

FURRING PARTITION

DOOR

WINDOW

INSULATION

EARTH

POROUS

COMPACTED MATERIAL

101 WINDOW NUMBER

GENERAL NOTES

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

INTERIOR ELEVATION

SHEET NUMBER

Room name

PLAN NORTH

A101

SIM

KEY TO

INTERIOR

ELEV

D B

A101

SIM

A-101

MATERIAL SYMBOLS

10.

ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF CONCRETE, CMU 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 NOYTES ON EACH INDIVIDULA 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

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

G-002

2BR

A B

B R

E V

S L E

G E

N D

S A

R C

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

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

B C

K C

B C

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

E B

R U

A R

GENERAL NOTES:

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

THE MASONRY SOCIETY (TMS) 402-2016: BUILDING CODE FOR MASONRY STRUCTURES

TMS 602-2016: SPECIFICATION FOR MASONRY 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

195 MPH

151 MPH

ENCLOSED

+/-0.18

VARIES,

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 MASONRY 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

CIP

CLR

COL.

CONC

CONN

CONT

COORD

CSJ

CTRD

CWB

DCJ

DIA

DWG

E.F.

E.W.

FTG

GALV

GR.

GSN

HORIZ

I.A.W.

KSI

LLH

LLV

LONG.

MAX

MECH'L

MFR

MIN

M.S.L.

MPa

N.S.F.M.

N.T.S.

OPP

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

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.

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.

CONDUITS AND PIPES TO BE EMBEDDED IN CMU SHALL SATISFY THE REQUIREMENTS OF TMS 402

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

3/4"

1 1/2"

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. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY UNIT CONFORMING TO ASTM C90, NORMAL WEIGHT, f'm = 1,500 PSI.

2. MORTAR SHALL CONFORM TO ASTM C270, TYPE S.

3. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT

28 DAYS. GROUT SHALL FLOW INTO ALL JOINTS OF THE MASONRY WITHOUT SEGREGATION.

4. SEE NOTE UNDER REINFORCING STEEL FOR REINFORCING BAR REQUIREMENTS.

5. PROVIDE A MINIMUM OF 1/2" GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS.

6. GROUT SOLID ALL CELLS OF CONCRETE BLOCKS.

7. IF BLOCK IS LAYED TO A HEIGHT EXCEEDING 5'-4" FOR EACH GROUT LIFT, PROVIDE CLEANOUT AT

BASE FOR CELLS CONTAINING REINFORCING.

8. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTING SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. SECURE VERTICAL BARS WITH POSITIONERS AT 8'-0" MAX.

9. CONCRETE SURFACES SHALL BE CLEANED OF ALL LAITANCE PRIOR TO SETTING BLOCKS.

10. UNLESS NOTED OTHERWISE, ALL WALLS SHALL BE CONSTRUCTED IN CONVENTIONAL RUNNING BOND. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE TEXTURE AND HEIGHT OF UNITS, LAYING

PATTERN AND JOINT TYPE.

11. CONTRACTOR SHALL PROVIDE BRACING/SHORING OF CMU CONSTRUCTION UNTIL PERMANENT

STRUCTURAL FRAMING IS INSTALLED.

CONCRETE MASONRY (CMU)

US Army Corps of Engineers ®

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S A

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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. SUSPENDED SLABS & GRADE 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

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

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE AT START OF CONSTRUCTION

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE

1. COMPLIANCE WITH APPROVED SUBMITTALS PRIOR TO START OBSERVE

2. PROPORTIONS OF SITE-MIXED MORTAR. OBSERVE

3. GRADE AND TYPE OF REINFORCEMENT, AND ANCHOR BOLTS OBSERVE

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE PRIOR TO GROUTING

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE

4. GROUT SPACE OBSERVE

5. PROPORTIONS OF SITE-PREPARED GROUT OBSERVE

6. PROPORTIONS OF SITE-MIXED GROUT OBSERVE

7. PLACEMENT OF MASONRY UNITS AND MORTAR JOINTS OBSERVE

MASONRY CONSTRUCTION – VERIFY THE FOLLOWING ARE IN COMPLIANCE DURING CONSTRUCTION

IBC 1705.4 (ACI 530-13 TABLE 3.1.2 & 3.1.3)

TASK INSPECTION TYPE

8. SIZE AND LOCATION OF STRUCTURAL ELEMENTS IS IN COMPLIANCE OBSERVE

9. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING HOT

WEATHER (TEMP ABOVE 90F (32.2C))

OBSERVE

10. PLACEMENT OF GROUT CONTINUOUS

11. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS OBSERVE

12. TYPE, SIZE AND PLACEMENT OF REINFORCEMENT, CONNECTORS, AND ANCHOR

BOLTS, INCLUDING DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL

MEMBERS, FRAMES, OR OTHER CONSTRUCTION

OBSERVE

MASONRY 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

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R O d

4d or 2 1/2"

MIN.

HOOK

4d d

H O

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

REBAR BEND SCHEDULE

REBAR

SIZE MIN. INSIDE

BEND DIAMETER

D [in]

180° HOOK 90° HOOK

BEAM

D = BEND DIAMETER

BEAM

NOTE:

D = FINISHED INSIDE BEND DIAMETER

d = BAR DIAMETER

DETAILING

DIMENSION

DETAILING

DIMENSION

STIRRUP, TIE

AND HOOP

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 .

6" THICK WALL

STANDARD

HOOK,

CMU

LAP

SPLICE

8" THICK WALL

LAP

SPLICE

STANDARD

HOOK,

l dh

STANDARD

HOOK,

l dh

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NOT TO SCALED1

TYPICAL REBAR HOOK DETAIL

NTSA1

TYPICAL REBAR SPLICE AND DEVELOPMENT LENGTH SCHEDULE

BOTTOM OF

FOOTING

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

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 A

THIS CONCRETE

MUST BE PLACED

BEFORE FOOTING

EXCAVATION PARALLEL TO FOOTING

C L R

Y P

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

WALL FOOTING

STANDARD HOOK

AT END OF FTG.

AS SHOWN

PLAN

WALL FOOTING

CONDITION AT CORNER CONDITION AT INTERSECTION CONDITION AT END

WALL FOOTING

CMU WALL

PER PLAN

W /2

U .O

PLAN

TYPICAL CONDITION AT END OF WALL

STANDARD HOOK IN LONGITUDINAL

WALL FOOTING REINFORCING BARS

AT FAR FACE OF INTERSECTING

FOOTING AS SHOWN, 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.

ELEVATION

POUR FOOTING

NEAT AGAINST

EXCAVATION

PROVIDE DOWELS FOR

CONC WALL (MATCH

SIZE AND SPACING OF

WALL HORIZ. REINF.)

12" DEEP KEY

FOR WALL POUR

24"

U .N

M A

#4 AT 12"

E.W., E.F.

18" MIN.

SLAB ON GRADE

CMU WALL

SCARIFY 6", MOISTURE CONDITION TO

ABOVE THE OPTIMUM MOISTURE,

AND COMPACT TO MINIMUM 90% OF

MAX DRY DENSITY.

E M

B E

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

SELECT GRANULAR

MATERIAL

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

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B Y

C H

E C

K E

D B

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S I D

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D A

T E

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R A

C T

N O

S O

N N

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D A

T E

M A

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D E

S C

S-004

2BR

T Y

A L F

O U

N D

A T

D E

T A

F E

M A

P E

R M

A N

E N

T H

O U

H O

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E R

C E

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H O

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L U

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H O

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P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

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

1 : 20C3

CONDITION AT STEP 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/

TYP.

JOINT SEALANT

NOTE: SEE A8/S-004 FOR SOIL PREP

SLAB ON GRADE

#4 @ 12"

(3) #5 CONT

WALL

REINFORCING

WALL

REINFORCING

#5 DOWEL, MATCH VERT

REINF SPACING, ALT HOOK

L A

P S

P L

#4 @ 16"

2'-0"

2' - 0"

(2) #4 CONT

SLAB ON GRADE,

WHERE OCCURS

C L R

T Y

1' - 4"

L A

P S

P L

C L R

T Y

(2) #4 CONT

WALL

REINFORCING

WALL

REINFORCING

#5 DOWEL, MATCH VERT

REINF SPACING, ALT HOOK

6" CMU WALL,

SEE S-006

SLAB ON GRADE

#4 @ 12" 12" 12"

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

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B Y

C H

E C

K E

D B

A N

S I D

U E

D A

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R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

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D E

S C

S-005

2BR

T Y

A L S

L A

B O

N G

R A

D E

A N

D F

O O

G D

E T

F E

M A

P E

R M

A N

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H O

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L U

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F O

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T E

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L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

R N

C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

NOT TO SCALEA1

TYPICAL SLAB ON GRADE DETAILS

NTSD1

WF-1 SECTION

NTSD3

TS-1 SECTION

PROVIDE CONSTRUCTION

JOINT MIN. ONE UNIT

ABOVE AND BELOW

HORIZ. REINF.

TYPICAL HORIZONTAL CONSTRUCTION JOINT

IN CMU WALL BETWEEN GROUT POURS

EQ EQ

1/2" MIN, TYP.'d' (DIA. OF LARGER BAR)

MINIMUM CLEAR SPACING

VERT. REINF. - LARGER OF 1 1/2" OR 1.5d HORIZ. REINF. - LARGER OF 1" OR d

TYPICAL BAR SPLICING IN CONCRETE MASONRY

NOTE:

PROVIDE

CONSTRUCTION JOINTS

WHEN GROUTING IS

STOPPED FOR MORE

THAN 1 HOUR.

TOP OF GROUT PLACEMENT

PLAN

CORNER

SPECIAL NOTE:

CONTRACTOR MAY SUBSTITUTE 4'-0" LONG 90 DEGREE BENT

BAR CENTERED AT CORNER IN LIEU OF CORNER HOOKS

(SAME SIZE AND SPACING AS HORIZ. REINF.)

PLAN

INTERSECTION

PLAN

END

ALTERNATE

HOOKS

BREAK

SHELL FOR

FLOW OF

GROUT

(4) VERT BARS,

SIZE TO MATCH

TYP VERT BARS

BREAK

SHELL FOR

FLOW OF

GROUT

(3) VERT BARS,

SIZE TO MATCH

TYP VERT BARS

L A

24 BAR DIA, 16" MIN (2) VERT BARS,

SIZE TO MATCH

TYP VERT BARS

TYP HORIZ

BARS

TYP VERT

BARS

STD HOOK

SECTION "B"-"B"SECTION "A"-"A"

LINTEL AND TOP OF WALLPLAN-JAMB OR END OF WALL

JAMB REINF,

SEE SCHEDULE

TYP HORIZ

BARS

TYP VERT

BARS

CMU WALL

LINTEL REINF

(VERT) ALT HOOKS

T E

L D

E P

T H

LINTEL REINF

(HORIZ)

SECTION "C"-"C"

CONCRETE HEADER

HEADER REINF

(VERT)

H E

A D

E R

D E

P T

HEADER REINF

(HORIZ)

1-1/2" CLEAR

SILL REINF,

SEE SCHEDULE

HEADER

REINF, SEE

SCHEDULE

VERTS AT

JAMBS (FULL

HEIGHT U.O.N.)

"B"

"A"

HEADER

REINF, SEE

SCHEDULE

DOOR OPENING WINDOW OPENING

TOP OF SLAB

WIDTH OF

OPENING

WIDTH OF

OPENING

"B"

"A"

"A" "A"

"B"

2'-0", TYP

LINTEL, VERT

REINF, SEE

SCHEDULE

JAMB

REINF, SEE

SCHED, TYP

DOWELS TO

MATCH SIZE AND

SPACING OF VERT

REINF, TYP

LINTEL,

SEE

SCHED

START

FIRST BAR

4" FROM

EA END

2'-0", TYP

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. WHERE EXTENSION IS NOT

POSSIBLE, EXTEND AS FAR AS

POSSIBLE AND HOOK, TYP.

3. SEE ARCH/MECH DRAWINGS FOR

ROUGH OPENING SIZES AND

ELEVATIONS

"C"

"A"

HEADER

REINF, SEE

SCHEDULE

CONCRETE HEADER AT CMU WALL

WIDTH OF

OPENING

"C"

"A"

LINTEL, VERT

REINF, SEE

SCHEDULE

JAMB

REINF, SEE

SCHED, TYP

DOWELS TO

MATCH SIZE AND

SPACING OF VERT

REINF, TYP

CONCRETE

HEADER

START

FIRST BAR

2" FROM

EA END

1' - 4" 1' - 4"

CMU WALL MINIMUM REINFORCING

WALL THICKNESS,

INCHES

BAR SIZE AND SPACING

HORIZ VERT

REMARKS

#4 @ 32"#4 @ 24"6"

#4 @ 32"2-#4 @ 32"8"

OPENING SCHEDULE

OPENING WIDTH

LINTEL REINFORCING

JAMB HORIZ

(2) #4(2) #4W<4'-0"

LINTEL DEPTH

(MINIMUM)

4'-0"<W<8'-0"

VERT

#4 @ 16"16"

24" (2) #4 (2) #5 #4 @ 16"

CONCRETE HEADER SCHEDULE

OPENING WIDTH

HEADER REINFORCING

HORIZ, MIN

(1) #4

HEADER DEPTH

(MINIMUM)

4'-6"<W<5'-6"

VERT

#3 @ 4"12"

12" (1) #5

5'-6"<W<6'-6" 12" (2) #4

#3 @ 4"

(1) #4W<3'-6" #3 @ 4"10"

3'-6"<W<4'-6"

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

SILL BAR: 2-#4

MIN. CONT.

8" CMU 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

TOP OF SLAB

(2) #4 CONT HORIZ REINF

IN BOND BEAM AT TOP

OF WALL

LAP SPLICE,

TYP

DOWELS

MINIMUM

CONCRETE

THICKNESS = 4"

#4 DOWELS W/ STD

HOOK @ 16" O.C.

HORIZ. REINFORCING

SEE SCHEDULE

VERT. REINFORCING

SEE SCHEDULE

CONC WALL

#4 DOWELS W/ STD

HOOKS @ 16" O.C.

OVER OPENINGS

CONT #5

MAX D=T

3D OR 4" MIN

SLEEVE, TYP.

SLAB

CONDUIT IN CENTER THIRD OF WALL

WHERE WALL REINF HAS 1 MAT IN CENTER

LOCATE CONDUIT IN SAME LAYER WITH

WALL VERT REINF OF VERT CONDUIT

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

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-006

2BR

T Y

A L C

M U

W A

L L D

E T

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

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L E

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E R

C E

N T

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H O

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L U

T R

H O

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L U

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C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

1" = 1'-0"E9

TYP CMU BAR SPLICE AND HORIZ CJ

NTSF1

TYPICAL CMU REINFORCING AT ENDS, CORNERS, AND INTERSECTIONS

NTSA1

TYPICAL CMU WALL OPENING REINFORCING

1 1/2" = 1'-0"C5

WINDOW SILL DETAIL

NTSA8

TYPICAL CMU WALL REINFORCING

NTSE5

TYPICAL CONDUIT IN OR THRU WALL

C L R

X T

E R

T Y

L R

T Y

END SUPPORT INTERIOR SUPPORT

SLAB REINFORCING

TYPICAL TEMPERATURE REINFORCING SLAB ELEVATION

FACE OF WALL

DIRECTION

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" CLR

#4 DOWELS

@ 16" O.C.

BOND BEAM CONT

HORIZ REINF:

(2) #4 CONT

HORIZ WALL REINF:

(2) #4 CONT

CONC BEAM TOP BARS

CONC BEAM BOT BARS

CONCRETE WALL

CONC BEAM TOP BARS

CONC BEAM BOT BARS

M A

MAX

5 1/2"

#4, EF

8" TYP

#4x4'-0", EF, CENTERED OVER OPENING

ADDED STIRRUP

1 1/2" CLR, TYP

2' - 0"

CMU WALL

PENETRATION FOR

ELECT CONDUITS.

SEE ELECT DWG.

EQ EQ

30' - 9"

TYP

5' - 8"

TYP

5' - 8"

TYP

5' - 8"

T Y

TYP

1' - 11"

1'12

T Y

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

-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

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-007

2BR

T Y

A L E

L E

V A

T E

D S

L A

B A

N D

B E

A M

D E

T A

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

R N

C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

NOT TO SCALEA1

TYPICAL SUSPENDED SLAB DETAILS

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

CONCRETE BEAM DETAIL

12" = 1'-0"A8

ROOF C&C WIND PRESSURES

S-301

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" CMU WALL

6" CMU WALL

S-201

DEPRESSED SLAB,

SEE ARCH

S-301

6" CMU

WALL

CONC.

CURB

TS-1

T S

-1

TS-1

T S

-1

8" CMU WALL

(BELOW)

S-301

OUTERMOST:

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

TEMPERATURE REINF.

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

6" THK CONCRETE

SLAB

S-301

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 CMU WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE HEADER DETAILS, SEE A1/S-006

5. TYPICAL CONCRETE WALL DETAILS, SEE A8/S-006

6. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-101

2BR

F L O

O R

A N

D R

O O

F P

L A

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

R N

C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

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

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE

WALL

GROUND FLOOR

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE

WALL

GROUND FLOOR

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

CONCRETE

HEADER

GROUND FLOOR

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE

WALL

S-311

O.H.

GROUND FLOOR

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE BEAM

CONCRETE

WALL

S-007

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

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

3. TYPICAL CMU WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE HEADER DETAILS, SEE A1/S-006

5. TYPICAL CONCRETE WALL DETAILS, SEE A8/S-006

6. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-201

2BR

W A

L L E

L E

V A

N S

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

R N

C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

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

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

S-311

WF-1 WF-1

S-311

WF-1 TS-1

6" CMU PARTITION

GROUND FLOOR

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

WF-1

S-311

GROUND FLOOR

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" CMU PARTITION

S-311

F1 S-311

CONC CURB

TS-1

GROUND FLOOR

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

WF-1WF-1

WF-1

6" CMU PARTITION

S-311

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

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

3. TYPICAL CMU WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE HEADER DETAILS, SEE A1/S-006

5. TYPICAL CONCRETE WALL DETAILS, SEE A8/S-006

6. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-301

2BR

B U

S E

C T

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

R N

C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

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

TOP OF CONC

BEAM @ HIGH

SIDE OF ROOF

9' - 10"

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

CONCRETE HEADER

WF-1

8" CMU WALL

4" S.O.G. CONCRETE STOOP.

SEE ARCH DWG.

#5 CONT (2) #3 CONT

BOND BEAM CONT

HORIZ REINF:

(2) #4 CONT

6" CONCRETE SLAB

AND REINFORCEMENT

V A

S-006

#4 @ 16" O.C.

WF-1

8" CMU WALL

4" S.O.G.

CONCRETE WALL

BOND BEAM CONT

HORIZ REINF:

(2) #4 CONT

(3) #3 CONT

#5 CONT

6" CONCRETE SLAB

AND REINFORCEMENT

BOND BEAM CONT HORIZ REINF:

(2) #4 CONT

L A

P S

P L

CONCRETE ROOF

SLAB, SEE PLAN

DOWEL, MATCH

WALL VERT

CONCRETE ROOF

SLAB, SEE PLAN

(2) #3 CONT

WF-1

8" CMU WALL 4" S.O.G.

8" CMU WALL

4" S.O.G.

BOND BEAM CONT

HORIZ REINF:

(2) #4 CONT

#5 CONT

6" CONCRETE SLAB

AND REINFORCEMENT

WF-1

WALL

REINFORCING

WALL

REINFORCING

HOOK VERT

BAR

6" CMU WALL,

SEE S-006

ROOF SLAB

3" M

, 1

1" M

A X

CONCRETE CAP

G A

P , 1

A X

CONT #4

L4X4X3/8, L=6", WITH

(2) 1/2" DIA EXPANSION

ANCHORS, 3" EMBED MIN.

S-311

GROUND FLOOR

WF-1

8" CMU WALL4" S.O.G.

4" S.O.G.

WALL

REINFORCING

WALL

REINFORCING

8" CMU WALL6" CMU WALL

ADDED #5

WALL

REINFORCING

WALL

REINFORCING

ADDED #5

#4 @ 18", E.W.#4 @ 18", E.W.

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

(2) 1/2" DIA EXPANSION

ANCHORS, 3" EMBED MIN.

1"4"1"

STAGGER ANGLES

TOP OF CONC

BEAM @ LOW SIDE

OF ROOF

8' - 8"

(2) #9

#3 STIRRUP. 2" FROM

FACE OF SUPPORT,

REMAINDER @ 6" O.C.

(2) #5

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

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

3. TYPICAL CMU WALL DETAILS, SEE S-006

4. TYPICAL CONCRETE HEADER DETAILS, SEE A1/S-006

5. TYPICAL CONCRETE WALL DETAILS, SEE A8/S-006

6. TYPICAL CONCRETE SLAB DETAILS, SEE S-007

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

M A

R K

D E

S C

S-311

2BR

W A

L L S

E C

N S

F E

M A

P E

R M

A N

E N

T H

O U

H O

N O

L U

T R

F O

R T

S H

A F

T E

R H

I -5

R E

N A

L E

N G

E R

C E

N T

E R

H O

N O

L U

T R

H O

N O

L U

R N

C Y

P R

100% DESIGN SUBMITTAL

S A

E D

R O

O M

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

STD HOOKS, ROTATE

AS NECESSARY, TYP

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

6" CMU PARTITION WALL TOP

1" = 1'-0"A3

WALL SECTION

1" = 1'-0"D1

WATER HEATER ROOF SECTION

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

6" CMU 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"

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…

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