W912HN-22-BRA1340_DRAWINGS_VOL2.pdf

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G-001

®of Engineers

US Army Corps

U .S

A

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O R

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IN

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R S

Savannah District

FORT BRAGG, NORTH CAROLINA

REPAIR ENLISTED UPH BARRACKS H4445

FY20, PN 97302 (FA-60002-20)

VOLUME 2 - BUILDING

AUGUST 2022

of Engineers

US Army Corps

APPROVAL RECOMMENDED:*

APPROVED:*

ENGINEERING DIVISION, CHIEF

REVIEWED BY:*

DATE

DATE

DATE

SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.

DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE

SAVANNAH DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON THIS SHEET.

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

QUALITY CONTROL/PE/A

DESIGN BRANCH, CHIEFSOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

k6enxjlh Snapshot

SHEET LOGICMATERIALS

EARTH

DRAWING ABBREVIATIONS GENERAL NOTES

C (cont) ---------------------

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED, EXPANSION

EXT EXTERIOR, EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FLOOR

FFE FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GEJ GUTTER EXPANSION JOINT

G (cont) ---------------------

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GWB GYPSUM WALL BOARD

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HC HANDICAPPED

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

JT JOINT

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LG LIGHT GAUGE

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTD MOUNTED

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

N (cont) ---------------------

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PREFIN PREFINISHED

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

S (cont) --------------------

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL SHEET METAL

FLASH (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SS STAINLESS STEEL

SSMR STANDING SEAM METAL ROOF

ST STAIRS

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

STRUC STRUCTURAL

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

TH THICK

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP TYPICAL

U --------------------

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITER

LABORATORIES

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER

SYSTEM

V --------------------

VAV VARIABLE AIR VOLUME/UNIT

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THRU ROOF

W --------------------

W/ WITH

WC WATER CLOSET

WD WOOD

WDW WINDOW

W/O WITHOUT

WWF WELDED WIRE FABRIC

X --------------------

XFMR TRANSFORMER

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH

DIDISABILITIES ACT

ADJ ADJACENT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE, CONTINUOUS

COORD COORDINATE

0 GRID/COLUMN

LINE DESIGNATOR

INTERIOR ELEVATION

SECTION

ROOM

NAME/NUMBER

REVISION TAG

PLAN, BLOW-UP

DETAIL

PLAN NORTH

NORTH ARROW

W/ TRUE NORTH

INDICATION

SPOT ELEVATION

Name Elevation REFERENCE

LEVEL

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

SHEET NUMBER WHERE

SECTION/DETAIL IS DRAWN

A-101

SIM

EXTERIOR ELEVATION

SHEET NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

SYMBOLS

INTERIOR ELEVATION SYMBOL

EXTERIOR ELEVATION SYMBOL

SECTION SYMBOL

CALLOUT SYMBOL

ELEVATION SYMBOL

LEVEL SYMBOL

GENERAL SYMBOLS

Room name

Room name

150 SF

ROOM

NAME/NUMBER

W/ AREA

CENTERLINE

INDICATORView Name1

1/8" = 1'-0"

MATCHLINE INDICATOR

VIEW TITLE BAR AND SCALE

1 / A-101

1 / A-102

REFERENCE

SHEETS

SAND

CONCRETE/ PRECAST

CONCRETE

STONE

BRICK

CMU

PLYWOOD

RIGID INSULATION

BATT INSULATION

GYPSUM BOARD,

PLASTER

EIFS

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT TO THE CONDITIONS

ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ABBREVIATIONS MAY APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

A-101

SIM

A101

Ref

R ef

Ref

R ef

8 6 2 0 8 164

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

F- FIRE PROTECTION

P - PLUMBING

M - MECHANICAL

E - ELECTRICAL

T- TELECOMMUNICATIONS

*ADDITIONAL DISCIPLINES MAY BE USED

IN THIS DRAWING SET.

DRAWING NAMING CONVENTION

SHEET ID

SHEET SEQUENCE NUMBER

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR

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Fi le P at h:

US Army Corps of Engineers ®

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GENERAL NOTES:

G-1. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER ALL BUILDING CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION

PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS

DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

TEMPORARY BRACING, GUYS, OR TIE-DOWNS.

G-2. THE CONTRACT DOCUMENTS DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION. THE

CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK DURING ERECTION AND CONSTRUCTION

AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES,

TECHNIQUES, SEQUENCES, LOADINGS AND SAFETY.

G-3. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS AND SPECIFICATIONS.

COORDINATE THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO, THE REQUIREMENTS

FOR SLEEVES, INSERTS, HOLES, HANGERS, AND ANCHORS.

G-4. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE CONTRACTING

OFFICER PRIOR TO BEGINNING WORK IN IMPACTED AREAS.

G-5. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"] REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR ACTUAL DATUM

ELEVATION.

G-6. DETAILS TITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY INDICATED OR

REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION

REQUIRES THEIR USE. DETERMINE APPLICABILITY OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER CONDITION WHERE THE

DETAIL IS SPECIFICALLY INDICATED OR REFERENCED.

G-7. WHERE A DETAIL OR SECTION IS SHOWN FOR ONE CONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILAR

CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED ON THE PLANS.

G-8. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY

CIRCUMSTANCE.

G-9. DO NOT SCALE DRAWINGS.

FOUNDATION AND SLAB NOTES (CONT):

F-4. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY AND

EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING AS

REQUIRED TO ENSURE THAT ALL FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF

SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER CONDITIONS WHICH MIGHT BE

ENCOUNTERED DURING EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS. REFER TO

SPECIFICATION SECTION 31 00 00, EARTHWORK.

F-5. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

F-6. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESS INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS

SHALL BE A MINIMUM OF 4" GREATER THAN DIMENSIONS INDICATED.

F-7. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT

UNDERGROUND UTILITIES.

F-8. CONTINUOUS FOOTINGS SHALL BE LOWERED AS REQUIRED TO PASS UNDER UTILITY LINES. STEP CONTINUOUS FOOTINGS DOWN AS SHOWN IN THE "TYPICAL STEPPED FOOTING DETAIL" ON SB503.

F-9. PLACE 10 MIL VAPOR RETARDER AND 4" CAPILLARY WATER BARRIER UNDER ALL INTERIOR SLABS-ON-

GRADE.

CONCRETE CONSTRUCTION NOTES:

C-1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-14) AND THE SPECIFICATIONS FOR

STRUCTURAL CONCRETE (ACI 301-14) OF THE AMERICAN CONCRETE INSTITUTE (ACI).

C-2. ALL CAST-IN-PLACE CONCRETE SHALL ATTAIN MINIMUM 28-DAY COMPRESSIVE STRENGTH (f'c) OF

4000 PSI.

C-3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT WITH A DENSITY OF 140 PCF TO 150 PCF UNLESS

NOTED OTHERWISE ON PLANS. CONCRETE NOTED TO BE LIGHTWEIGHT SHALL HAVE DENSITY OF

105 PCF TO 115 PCF.

C-4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP

FABRICATE REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

C-5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. PROVIDE SHEET-TYPE WELDED

WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING PLUS 2".

C-6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED. CONTINUOUS

REINFORCING STEEL SHALL BE SPLICED AS SHOWN IN SCHEDULE ON SF601 UNO ON PLANS.

REINFORCING STEEL SHALL BE PLACED SO THAT SPACING IS GREATER THAN OR EQUAL TO 2X BAR

DIAMETER.

C-7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO CASE SHALL

REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER 2"

C. SLABS AND WALLS 1"

C-8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90° HOOK A MINIMUM OF 12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUPS, TIES, AND 180° HOOKS SHALL

CONFORM TO THE REQUIREMENTS OF ACI 318.

C-9. PROVIDE 1/2" THICK PRE-MOLDED JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL

SURFACES.

C-10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED AND MAINTAINED

SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

C-11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, ANCHORS, RECESSES AND OTHER EMBEDDED

ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT BE CUT TO FACILITATE

PLACEMENT OF EMBEDDED ITEMS, UNLESS INDICATED.

C-12. NO CONCRETE SHALL BE PLACED UNTIL THE OWNER OR THE CONTRACTING OFFICER'S DESIGNATED

REPRESENTATIVE HAS INSPECTED ALL EMBEDDED WORK, INCLUDING REINFORCEMENT.

C-13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" OR AS INDICATED.

C-14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY COATED

OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN

ALUMINUM AND STEEL.

C-15. CONCRETE SLAB ON GRADE JOINTS INDICATED ARE DIAGRAMMATIC AND DO NOT REPRESENT ALL OF THE JOINTS REQUIRED FOR SLAB-ON-GRADE CONSTRUCTION. SLAB PANELS BETWEEN JOINTS SHALL BE EQUALLY SPACED OR NEARLY SO, WITH A MAXIMUM SPACING OF 15'-0". SLAB PANELS BETWEEN JOINTS SHALL BE SQUARE OR NEARLY SO AND SHALL NOT EXCEED AN ASPECT RATIO WITH PANEL

LENGTH GREATER THAN 1.5 TIMES THE PANEL WIDTH.

C-16. CONTRACTOR SHALL PROVIDE JOINTS AT ALL RE-ENTRANT CORNERS INCLUDING, BUT NOT LIMITED TO, COLUMNS AND SLAB RECESSES.

C-17. IN ADDITION, CONTRACTOR SHALL COORDINATE SLAB ON GRADE JOINT REQUIREMENTS WITH SLAB-ON-

GRADE CONSTRUCTION SEQUENCING. CONTRACTOR SHALL SHOW JOINT LAYOUT ON REINFORCING

SHOP DRAWING SUBMITTAL FOR APPROVAL.

C-18. CONTRACTOR SHALL VERIFY THE LOCATION OF REINFORCEMENT WHERE NEW PENETRATIONS ARE REQUIRED. CONTRACTOR SHALL NOT CUT EXISTING REINFORCEMENT. IF CUTTING EXISTING REINFORCEMENT IS REQUIRED, THE CONTRACTOR SHALL CONTACT DOR FOR APPROVAL PRIOR TO

PERFORMING WORK.

C-19 CONTRACTOR SHALL COORDINATE WITH THE DOR, THE SIZE, NUMBER, LOCATION, AND ORIENTATION OF

ANY NEW PENETRATIONS THAT ARE NOT SHOWN ON THE DESIGN DRAWINGS.

DESIGN CODE NOTES:

D-1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS:

A. UFC 1-200-01, DOD BUILDING CODE, (01 OCT 2020)

B. UFC 3-301-01, STRUCTURAL ENGINEERING, (01 OCT 2019)

C. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, (19 AUG 2020)

D. IEBC 2018, INTERNATIONAL EXISTING BUILDING CODE

E. ICSSC RP8 / NIST GCR 11-917-12, STANDARDS OF SEISMIC SAFETY FOR EXISTING

FEDERALLY OWNED AND LEASED BUILDINGS

F. ASCE 41-17, SEISMIC EVALUATION AND RETROFIT OF EXISTING BUILDINGS

G. IBC 2018, INTERNATIONAL BUILDING CODE

H. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND STRUCTURES

I. TMS 402/602-16, BUILDING CODE REQUIREMENTS AND SPECIFICATION FOR MASONRY

STRUCTURES

J. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

K. AISC 360-16, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

L. AISI S100-16, NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD FORMED

STEEL STRUCTURAL MEMBERS.

M. SDI, STEEL DECK INSTITUTE: DESIGN MANUAL FOR COMPOSITE DECK, FORM DECK, &

ROOF DECK

N. STEEL JOIST INSTITUTE, HISTORIC SPECIFICATIONS, LOAD TABLES, AND WEIGHT

TABLES FOR STEEL JOIST AND JOIST GIRDERS

DESIGN LOAD CRITERIA:

D-2. SLAB-ON-GRADE LIVE LOADS:

SLAB-ON-GRADE 150 PSF

D-3. ELEVATED FLOOR LIVE LOADS:

EXISTING CONSTRUCTION (RECORD DRAWING S-1, FILE NO. GOR 21-03-13, DATED 23 FEB 1973)

LIVING ROOM 40 PSF

STAIRS AND LANDINGS 100 PSF

TOILETS 40 PSF

BEDROOMS 40 PSF

ROOF 20 PSF

DAY ROOMS 100 PSF

SERVICE MODULES 100 PSF

MECHANICAL ROOMS 125 PSF

NEW CONSTRUCTION

ELEVATED CORRIDORS UNO 80 PSF

STAIRS AND LANDINGS 100 PSF

STORAGE ROOMS 125 PSF

MECHANICAL, ELECTRICAL ROOMS 125 PSF

D-4. ATTIC LIVE LOAD: 20 PSF

D-5. ROOF LIVE LOAD: 20 PSF

D-6. SNOW LOADS:

RISK CATEGORY II

SNOW IMPORTANCE FACTOR, Is 1.0 MINIMUM GROUND SNOW LOAD, Pg 10 PSF

FROST PENETRATION DEPTH 0 IN

SNOW EXPOSURE FACTOR, Ce 0.9 SNOW THERMAL FACTOR, Ct 1.0

BALANCED SNOW LOADING:

ROOF SLOPE FACTOR, Cs 1.0

SLOPED ROOF SNOW LOAD (4"/12" ROOF) 7 PSF

SNOW DRIFT LOADING: (PARAPETS AND HEADWALLS)

SEE S-003

D-7. WIND LOADS:

RISK CATEGORY II

BASIC WIND SPEED, V 119 MPH (ULTIMATE)

WIND EXPOSURE CATEGORY C

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

D-8. SEISMIC LOADS:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.154 g MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.072 g

SITE CLASS D

DESIGN LOAD CRITERIA (CONT):

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.16 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.12

SEISMIC DESIGN CATEGORY B

SEISMIC ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

SEISMIC-FORCE RESISTING SYSTEM ORDINARY PLAIN MASONRY (EXISTING)

RESPONSE MODIFICATION FACTOR, R 1.5

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 1.25

SEISMIC-FORCE RESISTING SYSTEM LIGHT-FRAME WALLS WITH SHEAR PANELS

OF ALL OTHER MATERIALS (COLD FORM)

RESPONSE MODIFICATION FACTOR, R 2.5

SYSTEM OVERSTRENGTH FACTOR 2.5

DEFLECTION AMPLIFICATION FACTOR, Cd 2.5

D-9. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:

NEW BUILDING LOCATION WITHIN A CONTROLLED PERIMETER

BUILDING CATEGORY PRIMARY GATHERING BUILDING

DESIGN LEVEL OF PROTECTION (LOP) LOW (LLOP) BILLETING

PROGRESSIVE COLLAPSE CRITERIA APPLIES NO (EXEMPT, EXISTING BUILDING)

SPECIAL INSPECTION NOTES:

SI-1. INSPECTION OF FABRICATORS SHALL BE CONDUCTED IN ACCORDANCE WITH

IBC 2018, SECTION 1704.2.5.

SI-2. INSPECTION OF STEEL CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE

WITH IBC 2018, SECTION 1705.2.

SI-3. INSPECTION OF CONCRETE CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE

WITH IBC 2018, SECTION 1705.3 AND TABLE 1705.3.

SI-4. INSPECTION OF MASONRY CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE

WITH IBC 2018, SECTION 1705.4.

SI-5. INCLUDE SPECIAL INSPECTIONS REQUIREMENTS IN CONTRACTOR'S QUALITY

CONTROL (CQC) PLAN.

SI-6. THE CONTRACTOR SHALL RETAIN THIRD PARTY QUALITY ASSURANCE AGENCIES

TO CONDUCT SPECIAL INSPECTIONS REQUIRED BY IBC. INSPECTING AGENCY

SHALL PROVIDE REPORTS OF SPECIAL INSPECTIONS DIRECTLY TO THE GOVERNMENT.

FOUNDATION AND SLAB NOTES:

F-1. FOUNDATIONS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GEOTECHNICAL

REPORT.

F-2. FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN ALLOWABLE

BEARING PRESSURE OF 2000 PSF, PENDING COMPLETION OF THE GEOTECHNICAL REPORT.

F-3. THE CONTRACTOR SHALL HIRE AN INDEPENDENT TESTING LABORATORY AND GEOTECHNICAL

ENGINEER, REGISTERED AND LICENSED IN THE STATE WHERE THE WORK WILL BE ACCOMPLISHED, TO VERIFY THAT ALL OF THE REQUIREMENTS CONTAINED IN SPECIFICATION 31 00 00, EARTHWORK, HAVE

BEEN FOLLOWED AND ACCOMPLISHED.

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STRUCTURAL ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BCX BOTTOM CHORD EXTENSION

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CFS COLD-FORMED STEEL

CJ CONTRACTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

CONSTR CONSTRUCTION

DEG DEGREE

DIA DIAMETER

DOR DESIGNER OF RECORD

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOC EDGE OF CONCRETE

EOD EDGE OF DECK

EOS EDGE OF SLAB

ES EACH SIDE

EQ EQUAL

EW EACH WAY

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FTG FOOTING

GA GAGE

GALV GALVANIZED

HGT HEIGHT

HORIZ HORIZONTAL

IJ ISOLATION JOINT

JS JOIST SEAT

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLOP LOW LEVEL OF PROTECTION

LLV LONG LEG VERTICAL

LW LIGHT WEIGHT

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MNFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OPP OPPOSITE

PCF POUNDS PER CUBIC FOOT

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

REINF REINFORCEMENT

REQD REQUIRED

SCJ SEISMIC JOINT

SCHED SCHEDULE

SE SLAB EDGE

SIM SIMILAR

SJ SLAB JOINT

SOG SLAB ON GRADE

SPCG SPACING

STD STANDARD

TCX TOP CHORD EXTENSION

T&B TOP AND BOTTOM

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF SLAB

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WP WORKING POINT

WWF WELDED WIRE FABRIC

STRUCTURAL LEGEND

SLOPE DIRECTION

INDICATES ELEVATION REFERENCED

TO FINISHED FLOOR

KEYED PLAN NOTE

COLUMN REFERENCE LINE

(CENTER LINE OF COLUMN)

SPOT ELEVATION

SLAB DEPRESSION

BRICK WALL

CONCRETE ELEMENT

EARTH FILL

GROUT

CONCRETE MASONRY UNIT (CMU)

POROUS FILL

WELDED WIRE FABRIC (WWF)

STEEL FRAMING REFERENCE

WXxXX [XX]

DN

X

[+/- X’-X”]

X

[+/- X’-X”]

AISC SHAPE

DESIGNATION

INDICATES # OF SHEAR STUDS

WELDED TO TOP FLANGE OF

BEAM PER GENERAL NOTES

HSSXxX

BPX

AISC COLUMN

DESIGNATION

BASE PLATE MARK,

STEEL COLUMN

BF#X

BRACED/MOMENT

FRAME NUMBER

BRACED FRAME

DESIGNATION

MOMENT FRAME

DESIGNATION

(X) (X)

BEAM END

REACTION

LIGHT GAUGE STEEL NOTES:

LG-1. WALL AND ROOF LAYOUT AND COMPONENTS SHOWN ON THE DRAWINGS ARE FOR

GENERAL CONFIGURATION ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ALL DIMENSIONS, ELEVATIONS, CONNECTION DETAILS (ROOF ONLY), QUANTITIES,

ETC. NECESSARY FOR THE COMPLETE DESIGN, FABRICATION, AND ERECTION OF

THE FRAMING SYSTEMS. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH

THE ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS. DESIGN SHALL BE

COORDINATED WITH THE MECHANICAL CONTRACTOR AND WEB MEMBERS SHALL BE

COORDINATED TO ACCOMMODATE EQUIPMENT, DUCTS, AND PIPES, AS REQUIRED.

COORDINATE MEP LAYOUTS WITH EQUIPMENT SUPPLIERS.

LG-2. THE CONTRACTOR SHALL COORDINATE ALL ELEVATIONS, QUANTITIES, DIMENSIONS,

ETC., NECESSARY FOR THE FABRICATION AND ERECTION OF THE EXTERIOR STUD

WALL FRAMING. THE CONTRACTOR SHALL COORDINATE THE DESIGN WITH THE

ARCHITECTURAL PLANS, ELEVATIONS, AND DETAILS.

LG-3. COLD-FORMED TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE

AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS.

LG-4. COLD-FORMED FRAMING MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH

THE AMERICAN IRON AND STEEL INSTITUTE (AISI) SPECIFICATION FOR THE DESIGN OF

COLD-FORMED STEEL STRUCTURAL MEMBERS.

LG-5. ALL CALCULATIONS AND DRAWINGS USED IN THIS DESIGN MUST BE SIGNED AND

STAMPED BY A PROFESSIONAL ENGINEER AND SUBMITTED FOR APPROVAL. IN

ADDITION TO THE CALCULATIONS, THE SUBMITTAL SHALL INCLUDE DETAILS OF THE

CONNECTIONS, ERECTION PLAN, LAYOUT, OUTRIGGERS, BRIDGING, AND BOTH

TEMPORARY AND PERMANENT BRACING INCLUDING DIAPHRAGM FORCES, HEADERS,

SILLS, AND JAMBS.

LG-6. THE CONTRACTOR SHALL SUBMIT COMPLETE PRODUCT CATALOGS FROM THE MATERIAL

MANUFACTURER FOR REVIEW PRIOR TO FABRICATION. THE CATALOGS SHALL

INDICATE QUALIFICATION, MATERIAL SPECIFICATIONS, DESIGN REFERENCES, ETC.

LG-7. ALL COLD-FORMED STEEL MEMBERS, THEIR COMPONENTS, AND CONNECTION MATERIAL

SHALL BE GALVANIZED. PREPARE AND REPAIR DAMAGED GALVANIZED COATINGS ON

FABRICATED AND INSTALLED LIGHT GAUGE METAL FRAMING WITH GALVANIZING REPAIR

PAINT ACCORDING TO ASTM A780 AND/OR THE MANUFACTURER'S RECOMMENDATIONS.

LG-8. COLD-FORMED STEEL MEMBERS SHALL BE Fy=33KSI FOR MEMBERS 43 MILS (18 GA) AND Fy=50KSI FOR MEMBERS 54 MILS (16 GA) AND HEAVIER. USE MIN 6" WIDE STUDS AT

TRUSSES AND EXTERIOR WALLS UNO.

LG-10. COLD-FORMED STEEL STUD MEMBERS SHALL NOT BE PUNCHED WITHIN 1 FT OF THE

END OF THE STUD. COLD-FORMED STEEL MEMBERS AT HEADERS AND SILLS SHALL

NOT HAVE ANY PUNCHES.

LG-11. ALL WELDING OF LIGHT GAUGE STEEL SHALL COMPLY WITH AWS D1.1 AND AWS

D1.3 FOR WELDING BASE MATERIAL LESS THAN 1/8" THICK.

LG-12. TRUSS DEFLECTION LIMITS SHALL BE IN ACCORDANCE WITH IBC 2018.

LG-13. BRIDGING AND BRACING OF TRUSS COMPRESSION MEMBERS SHALL BE INSTALLED IN

ACCORDANCE WITH THE TRUSS MANUFACTURERS DESIGN AND DIRECTIONS.

TRUSSES SHALL BE BRACED SECURELY BOTH DURING ERECTION AND AFTER

PERMANENT INSTALLATION BY THE CONTRACTOR. ERECTION BRACING SHALL HOLD

TRUSSES STRAIGHT AND PLUMB UNTIL DECKING AND PERMANENT TRUSS BRACING

HAVE BEEN INSTALLED. ALL BRACING SHALL BE INSTALLED PRIOR TO THE LOADING OF

THE TRUSSES. THE BOTTOM CHORD SHALL NOT BE ASSUMED TO BE LATERALLY

SUPPORTED BY THE CEILING CONSTRUCTION.

LG-14. THE CONTRACTOR SHALL COORDINATE WALL LAYOUT WITH ARCHITECTURAL,

MECHANICAL AND ELECTRICAL.

LG-15. TRUSS TOP CHORD SHALL HAVE A MINIMUM THICKNESS OF 54 MIL (16 GA).

STEEL CONSTRUCTION NOTES:

S-1. FABRICATION AND ERECTION OF STRUCTURAL STEEL AND DESIGN OF CONNECTIONS SHALL BE IN

ACCORDANCE WITH AISC 360-16, "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" AND

AISC 303-16, "CODE OF STANDARD PRACTICE FOR BUILDING AND BRIDGES". THE STRUCTURAL STEEL MEMBERS SHOWN IN THESE DRAWINGS HAVE BEEN ANALYZED AND DESIGNED USING AISC 360-16, LRFD METHOD.

S-2. UNLESS OTHERWISE NOTED, STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE ABOVE-

LISTED AISC SPECIFICATION AND THE FOLLOWING:

A. WIDE FLANGE SHAPES (50 KSI) ASTM A992

B. HSS HOLLOW SHAPES (50 KSI) ASTM A500, GRADE C

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM F3125, GRADE A325

D. ANCHOR RODS W/ NUT AND WASHER ASTM F1554, GRADE 36

E. STANDARD PIPE ASTM A53

S-3. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS

STANDARDS. USE E70XX ELECTRODES UNLESS OTHERWISE NOTED. MINIMUM WELD SIZE FOR

STRUCTURAL STEEL IS 3/16 IN FILLET, UNLESS OTHERWISE NOTED. CURRENT AWS CERTIFICATIONS

SHALL BE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE OWNERS' REPRESENTATIVE.

S-4. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE 3/4" DIAMETER HIGH STRENGTH

BOLTS WITH HARDENED CARBON STEEL WASHERS AS REQUIRED FOR THE CONNECTION LOADS.

S-5. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-6. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE IS NOT PERMITTED. BOLT HOLES

SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD.

S-7. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY

ALTERNATE DETAILS AND MEMBER SPLICES.

S-8. SHOP OR FIELD SPLICES OF STRUCTURAL STEEL MEMBERS ARE PROHIBITED EXCEPT AS DETAILED ON THE DRAWINGS, PERMITTED IN THE SPECIFICATIONS, AS INDICATED ON APPROVED SUBMITTALS, AND AS SPECIFICALLY APPROVED ON SHOP DRAWINGS PRIOR TO FABRICATION.

S-9. PAINT ALL STEEL BELOW FINISH FLOOR WITH BITUMINOUS COATING.

S-10. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A123 FOR MEMBERS AND ASTM A153 FOR CONNECTION ELEMENTS, EXCEPT THAT ARCHITECTURALLY EXPOSED STRUCTURAL STEEL SHALL BE BLAST CLEANED AND COATED IN ACCORDANCE WITH THE

STRUCTURAL STEEL AND PAINT SPECIFICATIONS. COORDINATE ALL STEEL FINISHES WITH

ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.

STEEL DECK NOTES:

SD-1. ROOF DECK SHALL BE GALVANIZED STEEL CONFORMING TO ASTM A653 WITH A MINIMUM

YIELD STRENGTH OF 33 KSI. STEEL ROOF DECK SHALL BE AS SHOWN ON DRAWINGS.

FASTENERS FOR ROOF DECK SHALL UTILIZE #12 SELF TAPPING SCREWS AT A 36/4 PATTERN

TO SUPPORT STRUCTURE AND #12 SELF TAPPING SCREWS AT 12 OC AT SIDE LAP

CONNECTIONS. SEE ROOF EAVE/RAKE SECTIONS FOR PERIMETER FASTENING

REQUIREMENTS.

POST INSTALLED ANCHOR NOTES:

P-1. CONTRACTOR SHALL PROVIDE ANCHOR OF THE SIZE AND TYPE INDICATED IN THE

DRAWINGS THAT MEET OR EXCEED THE INDICATED LOADS. THE CAPACITY OF THE

ANCHOR SHALL BE MODIFIED BASED ON EMBEDMENT, EDGE DISTANCE AND SPACING

OF THE ANCHOR. PRODUCT DATA AND CALCULATIONS FOR THE PROPOSED ANCHOR SHALL

BE SUBMITTED AT LEAST 30 DAYS PRIOR TO INSTALLATION OF THE POST INSTALLED

ANCHOR. SUBMIT ANCHOR DESIGN CALCULATIONS SEALED BY A PROFESSIONAL

ENGINEER.

P-2. ALL MECHANICAL ANCHORS ANCHORED INTO CONCRETE SHALL HAVE BEEN TESTED

IN ACCORDANCE WITH ACI355.2 AND/OR ICC-ES AC193 FOR CRACKED OR UNCRACKED

CONCRETE AND SEISMIC APPLICATIONS. MECHANICAL ANCHORS IN CONCRETE SHALL

BE DESIGNED FOR AN ULTIMATE SHEAR LOAD OF 3,000 LBS OR AN ULTIMATE TENSION

LOAD OF 2,000 LBS UNO.

MASONRY CONSTRUCTION NOTES:

M-1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (TMS 402-16) AND "SPECIFICATION FOR MASONRY STRUCTURES" (TMS 602-16).

M-2. DESIGN MASONRY ASSEMBLAGE STRENGTH, f'm = 2000 PSI.

M-3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH LIGHT WEIGHT AGGREGATE. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE

A MINIMUM OF 2000 PSI.

M-4. GROUT SHALL CONFORM TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT SHALL ATTAIN

A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI.

M-5. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60 AND

SHALL HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP FABRICATE

REINFORCING BARS WHICH ARE INDICATED TO BE BENT OR HOOKED.

M-6. LOCATE JOINT REINFORCEMENT 16 INCHES ON CENTER VERTICALLY AND ADDITIONALLY AT THE TOP OF ALL FOUNDATIONS AND IN THE TWO JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 24 INCHES BEYOND THE JAMB ON EACH SIDE.

M-7. PLACE PIPES AND CONDUITS PASSING HORIZONTALLY THROUGH MASONRY IN STEEL OR PVC SLEEVES

OR CORED HOLES UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

M-8. ALUMINUM CONDUITS, PIPES, AND ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY GROUT, OR

MORTAR, UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CEMENT CHEMICAL

REACTION OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND STEEL.

M-9. UNLESS OTHERWISE NOTED OR DETAILED, CENTER WALL REINFORCEMENT IN BLOCK CELLS. USE

NONMETALLIC BAR POSITIONERS.

M-10. PROVIDE DOWEL REINFORCEMENT FROM WALLS INTO FOUNDATION OF SAME SIZE AND SPACING AS VERTICAL WALL REINFORCEMENT. LAP WALL REINFORCEMENT AS INDICATED IN SCHEDULE ON SF601.

M-11. CONTRACTOR SHALL VERIFY THE LOCATION OF REINFORCEMENT WHERE NEW PENETRATIONS ARE REQUIRED. CONTRACTOR SHALL NOT CUT EXISTING REINFORCEMENT. IF CUTTING EXISTING REINFORCEMENT IS REQUIRED, THE CONTRACTOR SHALL CONTACT DOR FOR APPROVAL PRIOR TO

PERFORMING WORK.

M-12 CONTRACTOR SHALL COORDINATE WITH THE DOR, SIZE, NUMBER, LOCATION, AND ORIENTATION

OF ANY NEW PENETRATIONS THAT ARE NOT SHOWN ON THE DESIGN DRAWINGS.

STEEL DECK NOTES:

SD-2. COMPOSITE FLOOR DECK SHALL BE GALVANIZED STEEL CONFORMING TO ASTM 653

WITH A MINIMUM YIELD STRENGTH OF 50 KSI. COMPOSITE STEEL FLOOR DECK SHALL BE AS

SHOWN ON DRAWINGS. COMPOSITE FLOOR DECK SHALL BE FASTENED TO THE SUPPORTING

STRUCTURE WITH #12 SELF TAPPING SCREWS AT A 36/4 PATTERN TO SUPPORT STRUCTURE

AND #12 SELF TAPPING SCREWS AT 12 OC AT SIDE LAP CONNECTIONS. FASTEN PERIMETER

AND DISCONTINUOUS SIDE OF FLOOR DECK TO SUPPORTING STRUCTURE WITH #12 SELF

TAPPING SCREWS AT 12 OC.

SD-3. PROVIDE ALL RIDGE PLATES, VALLEY PLATES, CLOSURE PLATES, POUR STOPS, AND ALL

OTHER ACCESSORIES REQUIRED FOR COMPLETE INSTALLATION IN ACCORDANCE WITH THE

DECK MANUFACTURER'S RECOMMENDATIONS.

SD-4. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-5. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-6. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.

POST INSTALLED ANCHOR NOTES CONTINUED:

P-3. ALL ANCHORS INTO CONCRETE SHALL BE APPROVED FOR USE IN CRACKED CONCRETE

AND SHALL BE DESIGNED FOR CRACKED CONCRETE UNO.

P-4. SEE SECTIONS AND DETAILS WHERE ANCHORS SHALL SUPPORT COMBINED SHEAR

AND TENSION LOADS.

P-5. FOLLOW MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLATION OF ALL POST

INSTALLED ANCHORS.

P-6. CONTRACTOR SHALL LOCATE REBAR IN CONCRETE PRIOR TO DRILLING HOLES SO AS

TO NOT DAMAGE THE REINFORCING STEEL.

SHEET ID

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US Army Corps of Engineers ®

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ZONE 2N, 2R

ZONE 3'

ZONE 1, 2e

ZONE 3r

WALL DIAGRAMROOF DIAGRAM

ZONE 5

ZONE 4

ZONE 3e

BARRACKS COMPONENT AND CLADDING WIND PRESSURES (PSF)

10 SF

EFFECTIVE

WIND

AREA

WALLOVERHANG ZONES

1. GROSS WIND PRESSURES SHOWN ABOVE ARE PREDICATED ON ULTIMATE WIND SPEED.

2. EDGE ZONES: 'a' = 12'-10"

3. WIND PRESSURES SHOWN SHALL BE USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN

SECTIONS 2.3 AND 2.4 OF ASCE 7-16.

4. POSITIVE WIND PRESSURES REPRESENT WIND PRESSURES ACTING TOWARDS THE COMPONENT AND

CLADDING SURFACES.

5. NEGATIVE WIND PRESSURES REPRESENT WIND PRESSURES ACTING AWAY FROM THE COMPONENT

AND CLADDING SURFACES.

20 SF

50 SF

100 SF

+22 / -99 +37 / -40

+35 / -38

+33 / -36

+31 / -34

-83

-83

-66

-52

200 SF +29 / -33-52

500 SF +27 / -31-52

2N, 2R, 3e

+20 / -86

+17 / -68

+16 / -54

+16 / -41

+37 / -49

+35 / -46

+33 / -42

+31 / -38

+30 / -35

+27 / -31

1, 2e 3e 4 5

ROOF ZONES

+16 / -37

-115

-105

-91

-81

-71

-68

2N, 2R

-133

-116

-93

-75

-58

-52

3R

-141

-129

-129

-129

-77

-77

+22 / -141

3R

+20 / -101

+17 / -79

+16 / -62

+16 / -62

+16 / -62

+22 / -68

1, 2E

+20 / -68

+17 / -41

+16 / -21

+16 / -21

+16 / -21

+16 / -86

3'

+16 / -77

+16 / -65

+16 / -56

+16 / -56

+16 / -56

2 PSF

UNBALANCED ROOF SNOW LOAD

7 PSF

13 PSF

SHEET ID

D R

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US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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NOT TO SCALE

COMPONENT AND CLADDING WIND PRESSURES1

ROOF WIND ZONE DIAGRAM

WALL WIND ZONE DIAGRAM

NOT TO SCALE

UNBALANCED SNOW LOAD DIAGRAM2

M

AR

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Line

SB

M

AT

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IN

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SB

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AT

C H

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D1

D1

D1

D1 D1

D1

D1D1

SHEET ID

D R

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N

B Y:

D

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NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

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SD101

FI

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AG

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WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN - WEST1

DEMOLITION KEY NOTES

NOTE # NOTE TEXT

D1 DEMOLISH SLAB ON GRADE TO REMOVE EXISTING

PLUMBING. SEE PLUMBING FOR PIPING

DEMOLITION REQUIREMENTS.

1. SEE ARCHITECTURE, MECHANICAL, PLUMBING, AND

ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

2. CONTRACTOR SHALL LOCATE ALL WALL

REINFORCEMENT PRIOR TO ADDING NEW PENETRATIONS.

CONTRACTOR SHALL AVOID, IF POSSIBLE, CUTTING

EXISTING REINFORCEMENT. IF REINFORCEMENT IS

IMPACTED, THE CONTRACTOR MUST RECEIVE APPROVAL

FROM THE DOR PRIOR TO CUTTING NEW PENETRATION.

3. REFER TO DETAIL 9/SB501 FOR ADDITIONAL SLAB, DEMO

AND REPAIR REQUIREMENTS.

8 6 2 0 8 164

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AR

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M

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SB

M

AT

C H

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IN

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D1 D1

D1 D1

D1

D1 D1

D1

D1

SHEET ID

D R

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N

B Y:

D

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B Y:

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NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

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F

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N

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FI

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WEST EAST

D

C

B

B

C

A

A

D

1/8" = 1'-0"

FIRST FLOOR DEMOLITION PLAN - EAST1

DEMOLITION KEY NOTES

NOTE # NOTE TEXT

D1 DEMOLISH SLAB ON GRADE TO REMOVE EXISTING

PLUMBING. SEE PLUMBING FOR PIPING

DEMOLITION REQUIREMENTS.

1. SEE ARCHITECTURE, MECHANICAL, PLUMBING, AND

ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION

INFORMATION.

2. CONTRACTOR SHALL LOCATE ALL WALL

REINFORCEMENT PRIOR TO ADDING NEW PENETRATIONS.

CONTRACTOR SHALL AVOID, IF POSSIBLE, CUTTING

EXISTING REINFORCEMENT. IF REINFORCEMENT IS

IMPACTED THE CONTRACTOR MUST RECEIVE APPROVAL

FROM THE DOR PRIOR TO CUTTING NEW PENETRATION.

3. REFER TO DETAIL 9/SB501 FOR ADDITIONAL SLAB, DEMO

AND REPAIR REQUIREMENTS.

8 6 2 0 8 164

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SB

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SF401

SF401

SF401

SF401

1/ 8"

5 5

SB502

SB502

SB502

CF5.0

CF5.0

WF4.0

TOF -4' - 0"

SB502

SB502

SB502

SB502

25' - 4"

5' - 6" 8' - 6"

8'

4"

6" 9' - 1"

3' - 7"

7'

/8

WF4.0

WF4.0

W1

W1

W1

TOF -3' - 4"

TYP.

TYP.

SJ

SJ

SJ

SJ

EXTERIOR

CONC.

PAD

SHEET ID

D R

AW

N

B Y:

D

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N

B Y:

SU

BM

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D B

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SI

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NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

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F

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SB101

FI

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D

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TH

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A

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N

N

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AG

G

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TH

C

AR

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AI

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ST

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1/8" = 1'-0"

FIRST FLOOR FOUNDATION PLAN - WEST1

WEST EAST

D

C

B

B

C

A

A

D

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SLAB-ON-GRADE SHALL CONSIST OF 16" THICK CONCRETE

REINFORCED WITH #5 @ 16" OC EW TOP AND BOTTOM OF

SLAB.

3. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED ON 10 MIL VAPOR RETARDER ON A 4" CAPILLARY

WATER BARRIER.

4. PROVIDE (2) #4 X 4'-0" LONG CENTERED IN SLAB-ON-GRADE

AT ALL RE-ENTRANT CORNERS AND WHERE A CONTROL

JOINT TERMINATES AT A CONTROL JOINT.

5. JOINT LOCATIONS DENOTED BY SJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED FOR

SLAB CONSTRUCTION. CONTRACTOR SHALL COORDINATE

SLAB-ON-GRADE REQUIREMENTS WITH SLAB-ON-GRADE

CONSTRUCTION SEQUENCING AND SLAB DETAILS ON

SB501. MAXIMUM JOINT SPACING SHALL NOT EXCEED

15'-0".

6. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLOPE SLAB 4'-0" DIAMETER AROUND FLOOR DRAINS 1/4"

PER 12".

7. SEE SF501 AND FOLLOWING FOR FRAMING SECTIONS AND

DETAILS.

8. TOP OF FINISHED FLOOR SLAB ELEVATION SHALL MATCH

THE ELEVATION OF THE EXISTING FINISHED FLOOR:

FIRST FLOOR : (+)0'-0" UNO

9. COORDINATE ALL FLOOR SLAB OPENINGS AND

PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS. SLOPE SLAB

AROUND FLOOR DRAINS 1/4" PER 12"

NEW CONSTRUCTION KEY NOTES

NOTE # NOTE TEXT

1 16" NW CONCRETE SLAB-ON-GRADE, REINF. W/ #5 BAR

@ 16 OC EACH WAY TOP/BOTTOM (f'c=4000 PSI)

2 2 1/2" LW CONCRETE ON 1.5VLI20 METAL DECK

3 NEW ROOF INFILL FRAMING

4 SOG 6" THICK W/ #5 BAR 16" O.C.

5 SLAB REPAIR, SEE DETAIL 9/SB501

6 HOUSE KEEPING DETAIL, SEE MECHANICAL DETAIL

1/MH502, STRUCTURAL DETAIL 6/SB501

8 6 2 0 8 164

M

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SB

M

AT

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IN

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SB

M

AT

C H

L

IN

E

SF401

SF401

SF401

1/8" / 12"

5 5

5 5 5

5 5

SB502

SB502

SB502

SB502

25' - 4"

7' - 4"3' - 0"

4'

0"

WF4.0

WF4.0

WF4.0

4' - 0"2' - 10"

4'

0"

1/ 8"

W1

W1

W1

TOF -4' - 0"

TYP.TOF -3' - 4"

TYP.

SJ

SJ

SJ

SJ

SJ

EXTERIOR

CONC.

PAD

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

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N O

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C

IT

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N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

Pl ot

D at e:

Fi le P at h:

US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

C :\U se rs

\K 6E

N D

PS

H

\D oc um en ts \F

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9 7

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-4

SB102

FI

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O

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N P

LA

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ST

SA

VA

N N

AH

D

IS

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1/8" = 1'-0"

FIRST FLOOR FOUNDATION PLAN - EAST1

WEST EAST

D

C

B

B

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A

A

D

NEW CONSTRUCTION KEY NOTES

NOTE # NOTE TEXT

1 16" NW CONCRETE SLAB-ON-GRADE, REINF. W/ #5 BAR

@ 16 OC EACH WAY TOP/BOTTOM (f'c=4000 PSI)

2 2 1/2" LW CONCRETE ON 1.5VLI20 METAL DECK

3 NEW ROOF INFILL FRAMING

4 SOG 6" THICK W/ #5 BAR 16" O.C.

5 SLAB REPAIR, SEE DETAIL 9/SB501

6 HOUSE KEEPING DETAIL, SEE MECHANICAL DETAIL

1/MH502, STRUCTURAL DETAIL 6/SB501

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SLAB-ON-GRADE SHALL CONSIST OF 16" THICK CONCRETE

REINFORCED WITH #5 @ 16" OC EW TOP AND BOTTOM OF

SLAB.

3. SLAB-ON-GRADE AT ALL INTERIOR CONDITIONS SHALL BE

PLACED ON 10 MIL VAPOR RETARDER ON A 4" CAPILLARY

WATER BARRIER.

4. PROVIDE (2) #4 X 4'-0" LONG CENTERED IN SLAB-ON-GRADE

AT ALL RE-ENTRANT CORNERS AND WHERE A CONTROL

JOINT TERMINATES AT A CONTROL JOINT.

5. JOINT LOCATIONS DENOTED BY SJ ARE DIAGRAMMATIC

ONLY AND DO NOT REPRESENT ALL JOINTS REQUIRED FOR

`SLAB CONSTRUCTION. CONTRACTOR SHALL COORDINATE

SLAB-ON-GRADE REQUIREMENTS WITH SLAB-ON-GRADE

CONSTRUCTION SEQUENCING AND SLAB DETAILS ON

SB501. MAXIMUM JOINT SPACING SHALL NOT EXCEED

15'-0".

6. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL,

PLUMBING, AND FIRE PROTECTION DRAWINGS PRIOR TO

CONSTRUCTION OF FOOTINGS AND SLABS-ON-GRADE.

SLOPE SLAB 4'-0" DIAMETER AROUND FLOOR DRAINS 1/4"

PER 12".

7. SEE SF501 AND FOLLOWING FOR FRAMING SECTIONS AND

DETAILS.

8. TOP OF FINISHED FLOOR SLAB ELEVATION SHALL MATCH

THE ELEVATION OF THE EXISTING FINISHED FLOOR:

FIRST FLOOR : (+)0'-0" UNO

9. COORDINATE ALL FLOOR SLAB OPENINGS AND

PENETRATIONS WITH ARCHITECTURAL, MECHANICAL,

PLUMBING, AND ELECTRICAL DRAWINGS. SLOPE SLAB

AROUND FLOOR DRAINS 1/4" PER 12"

8 6 2 0 8 164

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

SUPPORT FOR WELDED

WIRE FABRIC

4" CAPILLARY BARRIER

CONCRETE SLAB-ON-GRADE

REINFORCEMENT

10 MIL VAPOR RETARDER

FF

T

COMPACTED SUBGRADE

3/4" CHAMFER, TYP

#4 @ 12" OC EW

FACE OF EQUIPMENT

1/2" PJF,

PERIMETER

CONCRETE

SLAB-ON-GRADE

1'

0"

FF

MIN

6"

3/4" CHAMFER, TYP

#4 @ 12" OC EW

TOP & BOT WITH 90

DEG HOOKS AT

EACH END

FACE OF EQUIPMENT

1'

0"

1' - 0"

11'

0" 6"

6" MIN

1' - 0" (2) #5 CONT

WELDED

WIRE FABRIC

CONCRETE

SLAB-ON-GRADE

FF

4" CAPILLARY BARRIER 10 MIL VAPOR RETARDER

COMPACTED SUBGRADE

SAWCUT JOINT,

DEPTH EQUAL TO 1/4

OF SLAB THICKNESS

AND CUTS MADE WITHIN 8

HOURS OF PLACEMENT

1/8"

T

NOTES:

1. COORDINATE OPENING SIZE AND LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.

2. NO REINFORCING REQUIRED FOR OPENINGS 4" OR LESS OF ANY SHAPE.

3. WHERE MAIN REINFORCING IS INTERRUPTED, AT EACH SIDE OF SLAB OPENING, ADD 1/2 OF

REINFORCING INTERRUPTED BY OPENING.

2" C

LR

2' -0

" T

YP

(2)#4 CENTERED FOR SLABS

2'-0" TYP

(2)#4 x 4'-0" CENTERED IN SLAB

SLAB JOINT

SL

AB

J O

IN

T

2"

2'

- 0

2'

- 0

SLAB (SEE PLAN)

EXISTING PRECAST

BAND

EXISTING SLAB

EXISTING CMU

FOUNDATION WALL

EXISTING VENEER

EXISTING WALL

FOOTING

REINFORCEMENT

(SEE PLAN)

4" CAPILLARY

BARRIER

10 MIL VAPOR

RETARDER

1/2" PJF

TOS

0"

1' - 0"

4" VOID FORM

STRUCTURAL

FOAM BLOCK

MIN(15 PSI)

SEE SPECIFICATIONS

SLAB (SEE PLAN)

LOAD BEARING COLD

FORM STUD WALL

EXISTING BRICK

VENEER

EXISTING MASONRY

WALL

EXISTING MASONRY

WALL

EXISTING

FOOTING

REINFORCEMENT

(SEE PLAN)

10 MIL VAPOR

RETARDER

4" CAPILLARY

BARRIER

1/2" PJF

TOS

0"

4" VOID FORM

STRUCTURAL

FOAM BLOCK

MIN 15 PSI

SEE SPECIFICATIONS

1' - 0"

FEILD VERIFY

6"

EXISTING CONCRETE

SLAB-ON-GRADE

#4 BAR @ 16" O.C.

EACH WAY

10 MIL VAPOR RETARDERCOMPACTED SUBGRADE

4" CAPILLARY BARRIER

NOTES:

1. CONTRACTOR TO MAINTAIN SOIL STABILITY AND COMPACTION

UNDERNEATH EXISTING SLAB DURING DEMO AND REPAIR.

2. CONTRACTOR TO DEVELOP FULL STRENGTH OF REBAR

WITH SELECTED EPOXY SYSTEM.

FF

NEW CONCRETE

SLAB-ON-GRADE

REPAIREPOXY REBAR INTO

EXISTING SLAB

SHEET ID

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US Army Corps of Engineers ®

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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SB501

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NOT TO SCALE

TYPICAL SLAB-ON-GRADE (SOG) DETAIL7

NOT TO SCALE

TYPICAL SOG EQUIPMENT PAD DETAIL6

NOT TO SCALE

TYPICAL EXTERIOR EQUIPMENT PAD DETAIL3

NOT TO SCALE

TYPICAL SAWED CONTRACTION JOINT DETAIL (SJ)8

NOT TO SCALE

TYPICAL SOG OPENING DETAIL5

NOT TO SCALE

TYPICAL SOG RE-ENTRANT CORNER4

3/4" = 1'-0"

MAT SLAB AT EXISTING WALKWAY1 2 1 0 2

3/4" = 1'-0"

MAT SLAB AT EXISTING WALL2

NOT TO SCALE

TYPICAL SOG REPAIR DETAIL9

2 1 0 2

M

AR

K D

ES

C

R

IP

TI

O

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1' - 0"

LONGITUDINAL REINF.

#4 BAR @ 18" OC

4"

TRANSVERSE BAR

#4 BAR @ 12" OC

12' - 0"

1" 12"

SEE PLAN

NEW SIDEWALK

1'

6"

M

IN

1'

6"

4' - 0"SB502

#4 BAR @ 18" OC

TYP.

(3) #4 BAR

TYP.

RAILING SEE

ARCHITECTURAL

VARIES

8" 8"

#4 BAR @16" OC

TOP AND BOTTOM

#4 BAR @16" OC

TOP AND BOTTOM

(2) #4 BAR

MATCH HORIZONTAL

REINFORCEMENT

SEE PLAN

1' - 0"

NOTE:

1. SEE PLAN FOR SLOPING REQUIREMENTS.

2. EXISTING WALLS NOT SHOWN FOR CLARITY.

M

IN

IM

U

M

1'

6"

1' - 0"

SEE PLAN

1/

2"

1 1/2" TYP.

SB502

RAIL POST

SEE ARCHITECTURAL

#4 BAR @

16" OC

#4 BAR @

16" OC

#4 BAR @

16" OC TYP.

#4 BAR @

16" OC TYP.

SEE PLAN

1' - 0"1' - 0"

NOTE:

1. SEE PLAN FOR SLOPING REQUIREMENTS.

2. EXISTING WALLS NOT SHOWN FOR CLARITY.

(SEE PLAN)

1'

6"

SEE ARCHITECTURAL

FOR NOSING

REQUIREMENTS

6"

A A

SECTION A-A

(2) #3 TIES

TYP.

1/

2" 1"

1' - 6"

(2) #3 TIE

1 1/2" DIAMETER RAILING

SEE ARCHITECTURAL

1 1/2" DIAMETER RAILING

SEE ARCHITECTURAL

NOTE:

1. SLAB REINFORCEMENT NOT SHOWN.

2. EPOXY GROUT RAILING INTO FORMED

CONCRETE HOLE.

2 1/2"

2" INNER DIA.

STAINLESS STEEL

PIPE.

2 1/2"

12" CMU

#5 BAR @ 16" O.C.

DOWEL TO MATCH WALL,

REINFORCING & SPACING

SEE PLAN

(SEE SCHEDULE)

GROUT CAVITY

BELOW GRADE

(SEE ARCHITECTURAL)

SLAB REINFORCING

(SEE PLAN)

VENEER

(SEE ARCHITECTURAL)

NOTE:

1. GROUT ALL CMU CELLS

BELOW GRADE.

2. SEE ARCHITECTURAL FOR

FLASHING REQUIREMENTS.

3. SEE FOOTING SCHEDULE

FOR REINFORCING, SIZE &

SPACING.

4. CENTER ALL WALL REINFORCEMENT

IN GROUT FILLED CELLS

INSULATION

(SEE ARCHITECTURAL)

1/2" EXPANSION

JOINT FILLER

10 MIL VAPOR BARRIER

4" CAPILLARY

BARRIER

SEE PLAN

PROVIDE 1/2" DEEP

ELASTOMERIC SEALER

4" SOLID CMU

(SEE SCHEDULE)(S

EE

S C

H

ED

U

LE

(SEE SCHEDULE)

(S

EE

S C

H

ED

U

LE

DOWEL TO MATCH WALL,

REINFORCING & SPACING

GROUT CAVITY

BELOW GRADE

(SEE ARCHITECTURAL)

VENEER

(SEE ARCHITECTURAL)

INSULATION

(SEE ARCHITECTURAL)

12" CMU

#5 BAR @ 16" O.C.

CONCRETE INFILL

REINFORCING (SEE SCHEDULE)

NOTES:

1. GROUT ALL CMU CELLS BELOW GRADE.

2. SEE ARCHITECTURAL DRAWINGS FOR

GROUT CAVITY, GROUTING AND FLASHING

REQUIREMENTS.

3. SLAB REINFORCING NOT SHOWN FOR

CLARITY.

LENGTH ("W" OR "L")

D

EP

TH

"D

W8X31

3" 6"

3" 3"

4" 5"

3"…