W912HN-20-B-3013_VOL2.pdf

PDF 7 MB Posted Aug 13, 2020

Attached to: PN91397 Field Research Facility Annex
Solicitation number: W912HN20B3013
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal construction contract solicitation. The U.S. Army Corps of Engineers, Savannah District is soliciting bids to construct a 4,008 square foot Field Research Facility Annex in Duck, North Carolina for $1,000,000 to $5,000,000. The project includes offices, administrative support areas, a team room, secure meeting room, support shop space, restroom, janitor closet, telecommunications room, electrical room and mechanical room, as well as building information systems, NIPR and SIPR networks, and a fire detection and alarm system. This is a 100% small business set-aside contract under NAICS code 236220 for commercial and institutional construction. Bids are due by invitation through the Federal Business Opportunities website. The point of contact for questions is Ms. Tonja Dreke of the Savannah District. Award will be made following sealed bid procedures in FAR Part 14.

View the file

Other files

File	Type	Posted
Bid Opening Log.pdf	PDF	Sep 15, 2020
Bid Opening Chat.pdf	PDF	Sep 15, 2020
C.04 Abstract_W912HN20B3013 Duck NC FRF Annex.pdf	PDF	Sep 15, 2020
W912HN-20-B-3013_VOL2_AMD2.pdf	PDF	Sep 8, 2020
W912HN-20-B-3013_VOL1_AMD2.pdf	PDF	Sep 8, 2020
20B3013vol1.pdf	PDF	Sep 8, 2020
W912HN20B30130002.pdf	PDF	Sep 8, 2020
W912HN20B30130001.pdf	PDF	Sep 2, 2020
20B3013vol2.pdf	PDF	Sep 2, 2020
20B3013vol1.pdf	PDF	Sep 2, 2020
FRF Annex Pre-Bid Site Visit.pdf	PDF	Sep 2, 2020
20B3013vol2.pdf	PDF	Aug 13, 2020
20B3013vol3.pdf	PDF	Aug 13, 2020
20B3013vol1.pdf	PDF	Aug 13, 2020
W912HN-20-B-3013_VOL1.pdf	PDF	Aug 13, 2020

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SHEET ID

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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENTATION

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

Reviewed by:*

Approval Recommended:*

Approved:*

QUALITY CONTROL/PE/A DATE

DATE

DESIGN BRANCH, CHIEF

ENGINEERING DIVISION, CHIEF

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

SAVANNAH DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION

DESIGNATIONS APPEAR ON THESE DOCUMETNS ARE OPERATING WITHIN THE

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

CONTRACT NO.:

SOLICITATION NO.:

ISSUE DATE:

C:\Users\k6enxjlh\Desktop\Projects\Bsu0001\04_W912HN-20-B-3013\Revit\FY20PN91397_PROJ_R18_TW Current.rvt22-Jul-20 5:45:56 PM

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SAVANNAH DISTRICT

W912HN-20-B-3013

JULY 2020

DUCK, NORTH CAROLINA

FIELD RESEARCH FACILITY ANNEX

FY20, PN 91397

-0

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READY TO ADVERTISE (RTA)

VOLUME 2 - BUILDING M

K D

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BARBINA.SEAN.ERIC.1556536194 Digitally signed by BARBINA.SEAN.ERIC.1556536194 Date: 2020.07.23 17:25:49 -04'00'

FUNK.TROY.ALAN.1039429256 Digitally signed by FUNK.TROY.ALAN.1039429256 Date: 2020.07.23 23:59:40 -04'00'

HENDREN.TRACY.LEE.1229932868

2020.07.27 09:03:13 -04'00'

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®of Engineers

US Army Corps k6enxjlh

22-JUL-2020 18:50

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SHEET ID.

INDEX OF DRAWINGS

D E

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O G

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T H

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P E A

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P S O

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TITLETITLE

G-001 COVER SHEET

GI001 INDEX OF DRAWINGS

GI002 GENERAL NOTES, ABBREVIATIONS

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES

S-003 DESIGN DATA

SB101 PILE LAYOUT PLAN

SF100 ELEVATED DECK COMPOSITE PLAN

SF101A ELEVATED DECK PLAN

SF101B INTERIOR SLAB PLAN

SF102 ELEVATED DECK ACCESS PLAN

SF120 ROOF FRAMING PLAN

SF201 FRAMING ELEVATIONS

SF202 FRAMING ELEVATIONS

SF203 FRAMING ELEVATIONS

SF501 ELEVATED DECK DETAILS

SF502 ELEVATED DECK DETAILS

SF503 ELEVATED DECK ACCESS DETAILS

SF504 MASONRY DETAILS

SF505 FRAMING DETAILS

SF506 FRAMING DETAILS

SF507 FRAMING DETAILS

SF508 FRAMING DETAILS

SF509 FRAMING DETAILS

SF601 FRAMING SCHEDULES

A-101 ELEVATED DECK/ BUILDING COMPOSITE PLAN

A-102 FLOOR PLAN

A-103 DIMENSION FLOOR PLAN

A-104 ROOF PLAN

A-105 REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-400 ENLARGED STAIR & RAMP PLAN

A-401 ENLARGED TOILET/MOTHER'S RM PLANS AND ELEVATIONS

A-402 ENLARGED JANITOR CLOSET AND EYEWASH/SHOWER PLANS AND ELEVATIONS

A-500 ROOF DETAILS

A-510 CEILING DETAILS

A-520 INTERIOR DETAILS

A-530 EXTERIOR DETAILS

A-540 DOOR DETAILS

A-541 DOOR DETAILS

A-550 WINDOW AND LOUVER DETAILS

A-601 PARTITION TYPES

A-602 ROOM FINISH & EXTERIOR COLOR SCHEDULE

A-603 DOOR SCHEDULE AND TYPES

A-604 LOUVER SCHEDULE AND WINDOW AND LOUVER TYPES

A-700 AIR BARRIER BOUNDERY FLOOR PLAN & BUILDING CROSS SECTIONS

A-800 LIFE SAFETY CODE ANALYSIS (FOR REFERENCE ONLY)

A-801 LIFE SAFETY FIRST FLOOR PLAN (FOR REFERENCE ONLY)

A-901 PERSPECTIVE VIEW

I-101 FURNITURE PLAN

I-501 INTERIOR FINISH LEGEND & DETAILS

I-502 SIGNAGE TYPICALS

I-601 ROOM FINISH SCHEDULE

I-602 SIGNAGE SCHEDULE & DETAILS

F-001 FIRE PROTECTION LEGEND AND GENERAL NOTES

FA001 FIRE ALARM LEGEND AND OPERATIONS MATRIX

FA101 FIRE ALARM AND MNS FLOOR PLAN

FA102 FIRE ALARM PLATFORM PLAN

FA601 FIRE ALARM AND MNS DIAGRAMS

P-001 PLUMBING LEGEND

PL101 DOMESTIC PLUMBING FLOOR PLAN

PL102 SANITARY PLUMBING FLOOR PLAN

PL401 PLUMBING ENLARGED PLANS

PL402 PLUMBING ENLARGED PLANS

PL501 PLUMBING DETAILS

PL502 PLUMBING DETAILS

PL503 PLUMBING DETAILS

PL601 PLUMBING SCHEDULES

PL901 DOMESTIC RISER DIAGRAM

PL902 SANITARY RISER DIAGRAM

M-001 HVAC LEGEND

MH101 HVAC FLOOR PLAN

MH301 HVAC SECTIONS

MH401 HVAC ENLARGED PLANS

MH501 HVAC DETAILS

MH502 HVAC DETAILS

MH503 HVAC DETAILS

MH504 HVAC DETAILS

MH601 HVAC SCHEDULES

MH901 MECHANICAL ROOM ISO

MI801 HVAC CONTROLS LEGEND

MI802 HVAC CONTROLS GENERAL NOTES

MI803 AHU-1 CONTROLS

MI804 AHU-2 CONTROLS

MI805 DUCTLESS SPLIT SYSTEM CONTROLS

MI806 UNIT HEATER AND EXHAUST FAN CONTROLS

MI807 THERMOSTATICALLY CONTROLLED EXHAUST FAN CONTROLS

MP101 HVAC HYDRONIC PIPING PLAN

E-001 LEGEND AND NOTES

EL101 LIGHTING PLAN - BUILDING

EL102 LIGHTING PLAN - WALKWAY

EL501 LUMINAIRE SCHEDULE

EL502 LUMINAIRE DETAILS

EL601 LIGHTING CONTROL STRATEGIES & DETAILS

EP101 POWER PLAN

EP102 EQUIPMENT PLAN

EP401 ENLARGED PLANS

EP501 POWER DETAILS

EP502 GENERATOR DETAILS

EP601 POWER ONE-LINE DIAGRAM

EP602 MISC SCHEDULES

EP603 PANEL SCHEDULES

EP604 PANEL SCHEDULES

EP605 PANEL SCHEDULES

EY001 SPECIAL SYSTEMS LEGEND AND NOTES

EY101 SPECIAL SYSTEMS PLAN

EY501 IDS EQUIPMENT DETAILS

EG101 LIGHTNING PROTECTION PLAN

EG501 LIGHTNING PROTECTION DETAILS

EG502 MISC GROUNDING DETAILS

T-001 COMMUNICATIONS LEGEND AND GENERAL NOTES

TN101 COMMUNICATIONS PLAN

TN401 ENLARGED COMMUNICATIONS PLAN

TN501 COMMUNICATIONS DETAILS

TN502 COMMUNCATIONS DETAILS

TN601 COMMUNICATIONS DIAGRAMS

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

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS DRAWN

PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

A-101

SIM

EXTERIOR ELEVATION

PLATE 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

150 SF

ROOM

NAME/NUMBER

W/ AREA

CENTERLINE

INDICATOR

1/2 1 21

SCALE: 1"=1'-0"

SCALE BAR

View Name1

MATCHLINE INDICATOR

VIEW TITLE BAR

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

AE201

DISCIPLINE*:

G - GENERAL

C - CIVIL

L - LANDSCAPE

S - STRUCTURAL

A - ARCHITECTURE

DISCIPLINE DESIGNATOR

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER

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

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US Army Corps of Engineers ®

R Y

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READY TO ADVERTISE (RTA)

K D

N D

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. 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-6. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [±X'-X"] REFERENCED TO THE INTERIOR

FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR ACTUAL DATUM ELEVATION.

G-7. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY

CIRCUMSTANCE.

SHALLOW FOUNDATION NOTES:

F-1. SHALLOW FOUNDATIONS HAVE BEEN DESIGNED TO BEAR ON SOIL CAPABLE OF SUPPORTING AN

ALLOWABLE BEARING PRESSURE OF 1500 PSF AS STATED IN THE GEOTECHNICAL REPORT

REFERENCED ABOVE.

F-2. ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S

PROFESSIONAL GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

F-3. 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, AND TO SHEET B-301 FOR ADDITIONAL EXCAVATION

REQUIREMENTS.

F-4. DO NOT PLACE FOUNDATION CONCRETE ON FROZEN OR SATURATED SUBGRADES.

F-5. ENSURE THAT EARTH-FORMED FOOTINGS CONFORM TO THE SHAPE, LINES, AND THICKNESSES INDICATED ON THE FOUNDATION PLAN, SECTIONS, AND FOOTING SCHEDULES. EXCAVATION WIDTHS

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

F-6. DO NOT INSTALL FOUNDATIONS UNTIL FOUNDATION WORK HAS BEEN COORDINATED WITH ADJACENT

UNDERGROUND UTILITIES.

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. CONCRETE SHALL MEET THE DURABILITY REQUIREMENTS OF ACI 318-14 FOR THE EXPOSURE CLASS LISTED, NOT LIMITED TO THE W/C MAX AND 28 DAY MIN f'C LISTED:

COMPONENT EXPOSURE W/C MAX MIN f'C (PSI)

PRECAST PILES F2 S0 W1 C2 0.40 5000

BEAMS F2 S0 W0 C2 0.40 5000

ELEVATED SLAB F2 S0 W0 C2 0.40 5000

STAIRS/RAMP F2 S0 W0 C2 0.40 5000

INT. TOPPING SLAB F0 S0 W0 C0 N/A 3000

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

NOTED OTHERWISE ON PLANS.

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-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.

DESIGN CODE NOTES:

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

SPECIFICATIONS:

A. IBC 2018, INTERNATIONAL BUILDING CODE

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

C. ASCE 24-14, FLOOD RESISTANT DESIGN AND CONSTRUCTION

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

E. ACI 350-06, CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING AND

CONCRETE STRUCTURES

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

STRUCTURES

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

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

STEEL STRUCTURAL MEMBERS.

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

ROOF DECK

J. UFC 1-200-01, DOD BUILDING CODE, (8 OCT 2019)

K. UFC 3-301-01, STRUCTURAL ENGINEERING, (1 OCT 2019)

L. UFC 4-010-01, DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS, (12 DEC 2018)

DESIGN LOAD CRITERIA:

D-2. ELEVATED PLATFORM LIVE LOADS:

STAIRS 100 PSF (UNREDUCIBLE)

ELEVATED PLATFORM 150 PSF (UNREDUCIBLE)

D-3. ROOF LIVE LOAD: 20 PSF (REDUCIBLE)

D-4. SNOW LOADS:

RISK CATEGORY II

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

FROST PENETRATION DEPTH 0 IN

BALANCED SNOW LOADING:

MINIMUM LOW SLOPE ROOF SNOW LOAD, Pm 10 PSF

UNBALANCED SNOW LOADING:

SEE S-003

SNOW DRIFT LOADING: (ROOF HEADWALLS)

SEE S-003

D-5. WIND LOADS:

RISK CATEGORY II

WIND IMPORTANCE FACTOR, Iw 1.0

BASIC WIND SPEED, V 132 MPH (ULTIMATE)

102 MPH (SERVICE)

WIND EXPOSURE CATEGORY D

GUST EFFECT FACTOR, G 0.85

INTERNAL PRESSURE COEFFICIENTS, GCpi +/- 0.18

D-6. SEISMIC LOADS:

RISK CATEGORY II

SEISMIC IMPORTANCE FACTOR, Ie 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION, Ss 0.068

MAPPED SPECTRAL RESPONSE ACCELERATION, S1 0.037

SITE CLASS D (ASSUMED)

DESIGN SPECTRAL RESPONSE ACCELERATION, Sds 0.073 DESIGN SPECTRAL RESPONSE ACCELERATION, Sd1 0.059

SEISMIC DESIGN CATEGORY A

PREDICATED ON ASSIGNMENT TO SEISMIC DESIGN CATEGORY A, STRUCTURAL AND

NONSTRUCTURAL COMPONENTS ARE EXEMPT FROM SEISMIC DESIGN REQUIREMENTS.

(ASCE 7-16, SECTION 11.7)

D-7. FLOOD LOADS:

COASTAL ZONE VE

BASE FLOOD ELEVATION, BFE 12 FT

DESIGN FLOOD ELEVATION, DFE 13 FT

D-8. ANTI-TERRORISM/FORCE PROTECTION CRITERIA:

NEW BUILDING LOCATION WITHIN A CONTROLLED PERIMETER

BUILDING CATEGORY INHABITED BUILDING

DESIGN LEVEL OF PROTECTION (LOP) LOW (VLOP)

PROGRESSIVE COLLAPSE CRITERIA APPLIES NO (<3 STORIES)

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.

PRESTRESSED CONCRETE PILE NOTES:

P-1. FOUNDATIONS FOR THIS PROJECT HAVE BEEN PLANNED IN ACCORDANCE WITH THE

RECOMMENDATIONS IN THE GEOTECHNICAL REPORT PREPARED BY THE SAVANNAH DISTRICT TITLED

"SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING REPORT, ERDC FIELD RESEARCH

FACILITY ANNEX, FY 20, PN 91397, BASE SUPPORT UNIT ELIZABETH CITY, NC", DATED MARCH 2020.

P-2. THE COMPLETE DESIGN AND DETAILING OF THE PRESTRESSED CONCRETE PILES IS THE SOLE RESPONSIBLITY OF THE CONTRACTOR'S PRESTRESSED CONCRETE PILE MANUFACTURER. PILE DESIGN CALCULATIONS SHALL BE SUBMITTED WITH THE PILE SHOP DRAWINGS. CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER EXPERIENCED IN THE DESIGN OF PRESTRESSED

CONCRETE PILES.

P-3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS (f'c) OF 5,000 PSI AND SHALL

BE AIR-ENTRAINED 4.5 TO 7.5 PERCENT.

P-4. MAXIMUM WATER-CEMENT RATIO SHALL BE 0.40 . CEMENT SHALL CONFORM TO ASTM C150, TYPE II OR

III MODIFIED AND SHALL HAVE A MAXIMUM TRICALCIUM ALUMINATE CONTENT OF 8 PERCENT.

P-5. MAXIMUM AGGREGATE SIZE SHALL NOT EXCEED 1 INCH.

P-6. STEEL STRAND FOR PILES SHALL CONFORM TO ASTM A416, GRADE 270, LOW-RELAXATION TYPE.

P-7. WIRE SPIRAL TIES SHALL BE W3.5 COLD-DRAWN STEEL WIRE CONFORMING TO ASTM A1064.

P-8. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT TIME OF RELEASE OF STRANDS

EQUAL TO 3,500 PSI.

P-9. ALL EXPOSED EDGES SHALL BE CHAMFERED 3/4 INCH MINIMUM.

P-10. ONLY PICK-UP POINTS SHALL BE USED FOR HANDLING AND SUPPORT DURING STORAGE. PICK-UP

POINTS SHALL BE PLAINLY MARKED ON PILES.

P-11. PICK-UP LENGTHS SHALL BE DETERMINED FROM IMPACT LOADS AND BE BASED ON CONCRETE COMPRESSIVE STRENGTH OF 5,000 PSI. IF PILES ARE HANDLED WHEN CONCRETE IS LESS THAN

5,000 PSI, PICK-UP LENGTHS SHALL BE REDUCED ACCORDINGLY.

P-12. IN LIEU OF THE REINFORCING BARS PROJECTING FROM THE PILE HEAD, THE FOLLOWING MAY BE

PROVIDED:

1-3/8" DIA PREFORMED PLAIN HOLES OR 2" DIA HOLES FORMED WITH GALVANIZED

CORRUGATED METAL MAY BE USED. AFTER DRIVING THE PILE AND CLEANING OUT

THE HOLES, REINFORCING BARS SHALL BE INSTALLED AND THE HOLES SHALL BE

FILLED WITH APPROVED HIGH STRENGTH NON-SHRINK GROUT.

P-13. SAFE DESIGN CAPACITY OF EACH PILE IS 80 TONS PER PILE. SERVICE LEVEL BEARING CAPACITY OF EACH PILE IS 40 TONS (SERVICE DEAD LOAD PLUS LIVE LOAD) AND 50 TONS PER PILE (SERVICE DEAD

LOAD PLUS LIVE LOAD PLUS DOWNDRAG LOAD).

P-14. ALLOWABLE DRIFT OF THE PILE IS 0.25 INCHES WITH A PINNED, FREE HEAD CONDITION ASSUMED AT THE TOP OF THE PILE. LATERAL SERVICE LEVEL WIND FORCE IS 1.0 KIP, APPLIED AT THE TOP OF THE

PILE.

P-15. TOLERANCE FOR DRIVING PILES SHALL BE AS SPECIFIED.

P-16. BID LENGTH FOR ALL PILES IS SHALL BE 45 FEET.

P-17. PROVIDE TEST PILES 5 FEET LONGER IN LENGTH THAN PRODUCTION PILES. THE ADDITIONAL TEST PILE LENGTH SHALL BE DRIVEN ONLY AT THE DIRECTION OF THE CONTRACTING OFFICER. PILE LOAD

CAPACITY SHALL BE DETERMINED USING DYNAMIC PILE TESTING.

CONCRETE CONSTRUCTION NOTES:

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.

SHEET ID

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B Y:

D B

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US Army Corps of Engineers ®

R Y

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STRUCTURAL ABBREVIATIONS

SYMBOL DESCRIPTION

AFF ABOVE FINISHED FLOOR

APPROX APPROXIMATELY

ARCH ARCHITECTURAL

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOT BOTTOM

BRG BEARING

BTWN BETWEEN

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONT CONTINUOUS

CONSTR CONSTRUCTION

DCJ DOWELED CONSTRUCTION JOINT

DEG DEGREE

DIA DIAMETER

DN DOWN

DWG(S) DRAWING(S)

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

EOS EDGE OF SLAB

ES EACH SIDE

EQ EQUAL

EW EACH WAY

FF FINISHED FLOOR

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GOVT GOVERNMENT

HORIZ HORIZONTAL

IJ ISOLATION JOINT

KIP (k) 1000 POUNDS

LG LONG

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MB METAL BUILDING

MBF METAL BUILDING MANUFACTURER

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL, PLUMBING

MFR MANUFACTURER

MIN MINIMUM

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

PJF PREMOLDED JOINT FILLER

PL PLATE

PLF POUNDS PER LINEAR FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

RAD RADIUS

REINF REINFORCEMENT

REQD REQUIRED

SCHED SCHEDULE

SE SLAB EDGE

SJ SAWED CONTRACTION JOINT

SJI STEEL JOIST INSTITUTE

SIM SIMILAR

SL SLOPE(D)

SOG SLAB ON GRADE

SPCG SPACING

STD STANDARD

T&B TOP AND BOTTOM

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TS THICKENED 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

[+/- X’-X”]

AISC SHAPE

DESIGNATION

HSSXxX AISC COLUMN

DESIGNATION

STEEL COLUMN

BF#X

BRACED/MOMENT

FRAME NUMBER

BRACED FRAME

DESIGNATION

MOMENT FRAME

DESIGNATION

STEEL JOIST NOTES:

SJ-1. DESIGN, FABRICATION AND ERECTION OF JOISTS, JOIST EXTENSIONS AND JOIST

SUBSTITUTES SHALL BE IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-2. ALL ROOF JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED BY THE

STEEL JOIST FABRICATOR FOR THE DESIGN LOADS NOTED ON THE DRAWINGS INCLUDING:

1. ROOF COLLATERAL DEAD LOAD OF 15 PSF

ROOF COLLATERAL DEAD LOAD OF 7 PSF FOR UPLIFT CALCULATIONS

2. ROOF LIVE LOAD OF 20 PSF WITH LIVE LOAD DEFLECTION LESS THAN L/360.

MAXIMUM DEFLECTION FOR D+L = L/360.

3. NET UPLIFT PRESSURES, GROSS UPLIFT PRESSURES INDICATED ON S-003.

4. POSITIVE WIND PRESSURES INDICATED ON S-003.

5. JOISTS SHALL BE DESIGNED FOR LOAD COMBINATIONS REQUIRED BY IBC, ASCE,

AND UFC.

SJ-3. JOISTS, JOIST EXTENSIONS AND JOIST SUBSTITUTES SHALL BE DESIGNED TO THE

INDICATED SLOPES AND FOLLOWING CRITERIA. ROOF JOISTS SIZES SHOWN ON DRAWINGS

ARE PROVIDED FOR ESTIMATING PURPOSES, HOWEVER SHALL BE MINIMUM REQUIRED AND

ANY CHANGE REQUIRED SHALL BE SUBJECT TO CONTRACTING OFFICER APPROVAL.

SJ-4. JOIST DESIGN SHALL INCLUDE ALL REQUIRED JOIST BRIDGING. BRIDGING SHALL BE SIZED, SPACED, AND INSTALLED IN ACCORDANCE WITH SJI SPECIFICATIONS.

SJ-5. PROVIDE TOP AND BOTTOM CHORD EXTENSIONS WHERE NOTED ON DRAWINGS.

SJ-6. DO NOT CAMBER JOISTS.

SJ-7. CALCULATIONS AND DRAWINGS PREPARED AND SIGNED BY A REGISTERED ENGINEER

SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION

OF JOISTS.

SJ-8. JOISTS SHALL BE CONNECTED TO THE SUPPORTING STEEL IN ACCORDANCE WITH SJI

SPECIFICATIONS AND PROJECT CRITERIA NOTED ON DRAWINGS.

SJ-9. SWAY (DIAGONAL BRACING FRO SUSPENDED MECHANICAL EQUIPMENT SHALL ATTACH TO

THE TOP CHORD OF THE JOISTS AND NOT THE BOTTOM CHORD.

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 5/8" DIA PUDDLE WELDS AT A 36/4 PATTERN TO

SUPPORT STRUCTURE AND A MINIMUM OF (4) #10 SELF TAPPING SCREWS AT SIDE LAP

CONNECTIONS.

SD-2. 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-3. CONTRACTOR SHALL COORDINATE OPENINGS IN STEEL DECK WITH ARCHITECTURAL,

MECHANICAL, AND ELECTRICAL DRAWINGS PRIOR TO DECK PLACEMENT.

SD-4. HANGING LOADS DIRECTLY FROM ROOF DECK IS PROHIBITED.

SD-5. STEEL DECK SHALL SPAN CONTINUOUSLY OVER A MINIMUM OF 4 SUPPORTS (3 SPANS) UNO.

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 (46 KSI) ASTM A500, GRADE B

B. PLATES AND ANGLES ASTM A36

C. HIGH STRENGTH BOLTS ASTM F3125

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

S-3. "ORDINARY CONCENTRICALLY BRACED FRAMES" ARE USED IN THE LATERAL FORCE RESISTING

SYSTEM.

S-4. 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-5. ALL BOLTED CONNECTIONS, UNLESS OTHERWISE NOTED, SHALL USE 3/4" DIAMETER HIGH STRENGTH

BOLTS WITH HARDENED CARBON STEEL WASHERS.

S-6. ALL FIELD-BOLTED SHEAR CONNECTIONS SHALL BE SNUG TIGHT BEARING-TYPE CONNECTIONS, THREADS INCLUDED IN THE SHEAR PLANE.

S-7. 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-8. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL DRAWINGS AND DESIGN CALCULATIONS FOR ANY

ALTERNATE DETAILS AND MEMBER SPLICES.

S-9. 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-10. SPLICE PERIMETER BENT PLATE DECK CLOSURE DIRECTLY ABOVE A SUPPORTING STRUCTURAL

STEEL MEMBER.

S-11. 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.

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 NORMAL WEIGHT AGGREGATE. NET AREA COMPRESSIVE STRENGTH OF CONCRETE MASONRY UNITS SHALL BE

A MINIMUM OF 2650 PSI.

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

A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 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.

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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2H N

-2 0-

B-

C . A

N A

-0

S-002

U C

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

K D

N D

GABLE ROOF 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' = 5'-0"

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

+34 / -148 +55 / -60

+52 / -56

+49 / -54

+46 / -52

-125

-98

-78

200 SF +44 / -49-78

250 SF +44 / -49-78

500 SF +31 / -46-78

2N, 2R, 3E

+29 / -128

+27 / -102

+22 / -82

+22 / -62

+22 / -55

+55 / -74

+52 / -69

+49 / -62

+46 / -57

+44 / -53

+41 / -46

1, 2E 3E 4 5

ROOF ZONES

+22 / -55

-172

-157

-137

-120

-106

-102

2N, 2R

-200

-174

-139

-111

-85

-78

-228

-195

-148

-116

+34 / -176

+29 / -151

+27 / -118

+22 / -92

+34 / -102

1, 2E

+29 / -102

+27 / -62

+22 / -32

10 PSF

17 PSF

3 PSF

FROM RIDGE

7' - 6"

UNBALANCED SNOW LOAD

6' - 0"

10 PSF

22.5 PSF MAX INTENSITY OF SURCHARGE LOAD

SNOW DRIFT LOADING

(HIGH ROOF / LOW ROOF HEADWALLS)

NOTE: THIS LOAD CASE SHALL BE MIRRORED ABOUT RIDGE.

E.5

5.2

'a'

3e 3e

3e3e

2n 2n

3r 3r

3r3r

3e 3e

2n 2n

'2a'

'2 a'

'4a' '4a'

'2a'

SOUTHWEST NORTHEAST

5 5

4 4

5 5

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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2H N

-2 0-

B-

C . A

N A

-0

S-003

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

COMPONENTS AND CLADDING WIND PRESSURES2

K D

N D

UNBALANCED SNOW LOADS DIAGRAMS1

1 2 3

4 5

6 7 8

3.5 5.94.6

8"12' - 0" 13' - 4"

13' - 4" 13' - 1" 13' - 1"

13' - 1" 13' - 1"

5' - 7" 7' - 9" 11' - 0"

2' - 1"

15' - 11" 15' - 11"

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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2H N

-2 0-

B-

C . A

N A

-0

SB101

O U

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

K D

N D

PILE LAYOUT PLAN1

1 8

91' - 0"

ELEVATED DECK PLAN NOTES:

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR FRAMING ELEVATIONS.

3. SEE SF501 AND FOLLOWING FOR CONCRETE SECTIONS

AND DETAILS.

4. SEE SF504 AND FOLLOWING FOR MASONRY DETAILS AND

SCHEDULES.

5. TOP OF INTERIOR SLAB ELEVATION = 0'-0".

ALL ELEVATIONS INDICATED FROM THIS DATUM.

TOP OF INTERIOR SLAB ELEVATION CORRESPONDS TO

CIVIL ELEVATION OF 25.00'

6. TOP OF ELEVATED SLAB ELEVATION = (-)0'-8". TOP OF

ELEVATED SLAB SLOPES DOWN APPROX 1/8" PER FOOT

AT EXTERIOR CONDITITION. SEE PLAN FOR EXACT

ELEVATIONS.

7. TOP OF STEEL BASE PLATE ELEVATION = (-)1'-1 1/4".

8. INTERIOR SLAB SHALL CONSIST OF 4" THICK CONCRETE

REINFORCED WITH 6X6 W2.9XW2.9 WWF LOCATED AT 1/3-

DEPTH FROM TOP OF SLAB.

9. INTERIOR SLAB SHALL BE PLACED ON 10 MIL VAPOR

RETARDER ON 4" RIGID INSULATION.

10. PROVIDE (1) #5 X 4'-0" LONG IN INTERIOR SLAB AT ALL

RE-ENTRANT CORNERS.

11. PROVIDE (1) #5 X 4-0" LONG @ 12" OC ACROSS EMBEDDED

CONDUIT. PROVIDE MIN 1" CLEAR FROM TOP OF SLAB.

12. INTERIOR SLAB SHALL HAVE SAWED CONTRACTION

JOINTS. JOINT SPACING SHALL NOT EXCEED MAXIMUM

JOINT SPACING PER ACI REQUIREMENTS.

13. ELEVATED SLAB SHALL NOT HAVE SAWED CONTRACTION

JOINTS.

14. COORDINATE UNDERGROUND UTILITY LINES WITH CIVIL

AND PLUMBING DRAWINGS PRIOR TO CONSTRUCTION OF

FOUNDATIONS.

FLOOR DRAIN / CLEANOUT

(COORD W/ ARCH AND MEP)

RE-ENTRANT CORNER BARS

DEPRESSED SLAB

X CMU WALL TYPE, SEE SF601

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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2H N

-2 0-

B-

C . A

N A

-0

SF100

K C

O M

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

K D

N D

ELEVATED DECK COMPOSITE PLAN1 0' 4' 8' 12'

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

PLAN NORTH TRUE NORTH

6 7 8

3" 8'

SF501

E.5

5.2

8" 5'

1/ 8"

6.9

3' - 4" 12' - 0" 13' - 4"

13' - 4" 13' - 1" 13' - 1"

13' - 1" 13' - 1" 5' - 10"

3.5 5.9

5' - 7" 7' - 9" 11' - 0"

2' - 1"

SF501

4.6 15' - 11" 15' - 11"

HSS4X

5/1

HSS4X

5/1

HSS4X

5/1

HSS4X

5/1

HSS4X

5/1

HSS4X

5/1

SF505

TOC -9 1/2"

TOC -8"

TOC -9 1/2"

TOC -8"TOC -9 1/2" TOC -8" TOC -9 1/2"

T/BEAM -1' - 4"

TOC -11"

T/BEAM -1' - 5 1/2"

T/BEAM -1' - 7"

MCJ

M C

W2 W3 W3W2

W3 W3

2' - 10 3/4"

2' - 1 1/4"

SF501

CB24x22.5

CB24x24

CB12x22.5

C B1

C B2

CB24x24

C B2

T/BEAM -1' - 5 1/2"

T/BEAM -1' - 5 1/2"T/BEAM -1' - 4"

T/BEAM -1' - 4"

CB24x21

SF501

SIM

SF501

C B2

SF502

SF501

SF502

SIM

SF502

SF503

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

2 3 4 5 6 7 8 9 10

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2H N

-2 0-

B-

C . A

N A

-0

SF101A

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

ELEVATED DECK PLAN1 0' 4' 8' 12'

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

K D

N D

6 7 8

3.5 5.94.6

3" 8'

3' - 4" 12' - 0" 13' - 4" 13' - 1" 13' - 1" 5' - 10"

TOC -9 1/2"

TOC -8"

TOC -9 1/2"

TOC -8"TOC -9 1/2"

TOC -8" TOC -9 1/2"

TOC -11"

MCJ

M C

W2 W3 W3W2

W3 W3TOC 0"

TOS 0"

TOC 0"

SJ SJ SJ

SJ SJ SJ SJ

TOC 0"

SJ SJ

SF502

SF501

SF502

SIM

15' - 11" 15' - 11"

0" 8'

SF502

SIM SIM

SF503

5' - 7"

2' - 1"

13' - 1"

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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2H N

-2 0-

B-

C . A

N A

-0

SF101B

R S

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

K D

N D

0' 4' 8' 12'

SCALE: 1/4" = 1' - 0"INTERIOR SLAB PLAN1

1 8

B B

3.5 5.9

4.6

SF503

-1"

0" 5'

CLR

5' - 0"

5' - 8"

SF503

5' - 3"

SF503

1" / 12"

1/8" / 12"

1/ 8"

4"H x 10"W

THRU WALL SCUPPER

4"H x 10"W

THRU WALL SCUPPER

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

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2H N

-2 0-

B-

C . A

N A

-0

SF102

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

ELEVATED DECK ACCESS PLAN1 0' 4' 8' 12'

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

K D

N D

2 8

SF507

SPACED AS SHOWN

20K

SPACED AS SHOWN

12K

79' - 0"

W12X26 W12X26

W12X26 W12X26 W12X26 W10X19 W10X19

BELOW BELOW BELOW

TOS 16' - 0 1/2"

TOS 20' - 5 1/2"

TOS 14' - 11 5/8"

SF507

SPACED AS SHOWN

16K

SF507

SF508

W10X19

SF508

SPACED AS SHOWN

16KSP 16K

HSS 7x3x3/8 (LLH)

1' - 3" @ 2'-3" OC

DECK SPAN

4' - 5" 4' - 6" 4' - 5"4' - 4" 4' - 6" 4' - 6" 4' - 0" 4' - 0" 4' - 0" 3' - 11 3/4"

SF507

3' - 2" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 6" 4' - 0" 4' - 0" 2' - 8 1/4"

4' - 6" 4' - 6" 4' - 5" 4' - 6" 4' - 5" 4' - 0" 4' - 0" 4' - 0" 3' - 4"

SF508

SF506

SF507

ROOF PLAN NOTES:

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF201 AND FOLLOWING FOR ELEVATIONS.

3. SEE SF507 AND FOLLOWING FOR ROOF SECTIONS AND

DETAILS.

4. ROOF DECK SHALL BE 1.5B20 GAUGE METAL DECK WITH A

36/4 FASTENING PATTERN WITH 4 SIDELAPS. SUPPORT

FASTENERS SHALL BE 5/8" DIA PUDDLE WELDS AND

SIDELAP FASTENERS ARE TO BE #10 TEK SCREWS.

PROVIDE 5/8" DIA PUDDLE WELDS @ 6" OC AROUND THE

PERIMETER DECK SUPPORTS AND PERIMETER DECK EDGE.

5. PROVIDE CONT 3/16" THICK, 12" WIDE BENT PLATE

@ ALL RIDGES.

6. PROVIDE CONT 5X5X3/16" BENT PLATE DECK CLOSURE AND

CONT 12X3/16" PLATE @ THE EDGE OF ALL ROOF DECK.

7. SPLICE PERIMETER BENT PLATE DECK CLOSURE DIRECTLY

ABOVE A SUPPORTING STRUCTURAL STEEL MEMBER.

8. JOIST SUPPLIER TO DESIGN AND PROVIDE ALL BRIDGING

AND BRACING TO COMPLY WITH SJI AND OSHA

REQUIREMENTS. THIS IS TO INCLUDE UPLIFT BRIDGING.

9. JOIST AND JOIST SUBSTITUTE SPACING IS 4'-6" OC MAX.

10. REFER TO PLAN AND FRAME ELEVATIONS FOR STEEL BEAM

ELEVATIONS. BEAMS PARALLEL WITH JOIST, SLOPE WITH

JOIST.

11. COORDINATE ALL ROOF DIMENSIONS, ELEVATIONS,

OPENINGS AND PENETRATIONS WITH ARCHITECTURAL,

MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

SEE ARCHITECTURAL DRAWINGS FOR ROOF PENETRATION

WATERPROOFING DETAILS.

1 200 LB SUSPENDED MECH EQUIPMENT

2 100 LB SUSPENDED MECH EQUIPMENT

3 125 LB SUSPENDED MECH EQUIPMENT

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

2 3 4 5 6 7 8 9 10

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2H N

-2 0-

B-

C . A

N A

-0

SF120

R O

O F

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

ROOF FRAMING PLAN1 0' 4' 8' 12'

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

K D

N D

PLAN NORTH TRUE NORTH

ELEVATED DECK

-8"

7' - 10 5/8" 16' - 8" 18' - 8"

13' - 8" 9' - 4" 13' - 5 1/2"MCJ MCJ

BOND BEAM

W/ (2) # 5 CONT

8" DEEP CONCRETE TIE BEAM

W/ (2) # 5 CONT

BOND BEAM

W/ (2) # 5 CONT

JAMB, SILL, AND FIELD REINF NOT SHOWN,

SEE PLAN AND SCHEDULES FOR REINF

SIZE AND SPACING

MCJ MCJMCJ

BOND BEAM

W/ (2) # 5 CONT

8" DEEP CONCRETE TIE BEAM

W/ (2) # 5 CONT

BOND BEAM

W/ (2) # 5 CONT

16" BOND BEAM

W/ (2) # 5 T & B

W3 W3 W3

W2 W2 W2

12' - 0"

TOC

15' - 4"

TOC

CLOSED CELL LINTEL BLOCK ONLY

ABOVE OPENINGS

2 8

ELEVATED DECK

-8"

MCJ MCJ MCJ

23' - 8" 20' - 8" 19' - 4" 16' - 0"

BOND BEAM

W/ (2) # 5 CONT

8" DEEP CONCRETE TIE BEAM

W/ (2) # 5 CONT

BOND BEAM

W/ (2) # 5 CONT

JAMB, SILL, AND FIELD REINF NOT SHOWN,

SEE PLAN AND SCHEDULES FOR REINF

SIZE AND SPACING

W3 W3 W3 W3

12' - 0"

TOC

12' - 0"

TOC

CLOSED CELL LINTEL BLOCK ONLY

ABOVE OPENINGS

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

US Army Corps of Engineers ®

R Y

C O

D E:

2 3 4 5 6 7 8 9 10

C:\Users\K6ENXCTA\Desktop\Tele-Work Revit Projects\Bsu001 (PN91397)\FY20PN91397_STRUC_R18_TW Current.rvt7/22/2020 8:57:21 AM

2H N

-2 0-

B-

C . A

N A

-0

SF201

O N

N N

W . O

, G A

D U

C K, N O

N A

D R

R C

H F

, P

M E

-B

READY TO ADVERTISE (RTA)

PLAN NORTH SHEAR WALL2

PLAN SOUTH SHEAR WALL1

0' 4' 8' 12'

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

0' 4' 8' 12'

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

K D

N D

BCG

-8"

2' - 0" 18' - 8" 17' - 4" 8' - 8" 2' - 0"MCJ

BOND BEAM

W/ (2) # 5 CONT

16" DEEP CONCRETE TIE BEAM

W/ (2) # 5 CONT TOP AND BOT,

STEP BLOCK BELOW AS

REQUIRED

BOND BEAM

W/ (2) # 5 CONT

JAMB, SILL, AND FIELD REINF NOT SHOWN,

SEE PLAN AND SCHEDULES FOR REINF

SIZE AND SPACING

MCJ MCJ MCJ

W3 W3 W3

12' - 0"

TOC

12' - 0"

TOC

CLOSED CELL LINTEL BLOCK ONLY

ABOVE OPENINGS

16' - 0"

1' - 4" 1'

2' - 8" 4' - 0" 2' - 8"

4' - 0"

B C G

ELEVATED DECK

-8"

2' - 0" 19' - 4" 16' - 8" 8' - 8" 2' - 0"MCJ

16" BOND BEAM

W/ (2) # 5 T & B

16" DEEP CONCRETE TIE BEAM

W/ (2) # 5 CONT TOP AND BOT,

STEP BLOCK BELOW AS REQUIRED

BOND BEAM

W/ (2) # 5 CONT

JAMB, LINTEL, SILL, AND FIELD REINF NOT SHOWN,

SEE PLAN AND SCHEDULES FOR REINF SIZE AND

SPACING

MCJ MCJ MCJ

BOND BEAM

W/ (2) # 5 CONT

16" DEEP CONCRETE TIE BEAM

W/ (2) # 5 CONT TOP AND BOT,

STEP BLOCK BELOW AS REQUIRED

BOND BEAM

W/ (2) # 5 CONT

W1 W1 W3

20' - 7"

TOC

15' - 4"

TOC

12' - 0"

TOC

14' - 10 1/2"

TOC

1' - 4"

CLOSED CELL LINTEL BLOCK ONLY

ABOVE OPENINGS

SF508 2

SF508

1' - 4"

SHEET ID

D R

B Y:

D B

E D

C O

N O

N N

U .S

. A R

M Y

C O

O F

R S

C H

D B

Y…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 13, 2020.