B08_Solicitation_-_Attachment_2_-_Drawings.pdf

DENOTES PROJECT LOCATION,

3.3 MILES NORTH OF MARQUETTE IOWA

NORTH

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

COVER SHEET

EFFIGY MOUNDS NATIONAL MONUMENT

151 IA-76, HARPERS FERRY, IA 52146

CONSTRUCTION SET

2/25/22

07310025- 0- 0 COVER SHEET

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

EFFIGY MOUNDS NATIONAL MONUMENT

GENERAL

0 COVER SHEET

ACC01 ARCHITECTURAL CODE COMPLIANCE

DRAWING INDEX

VICINTY MAP

LOCATION MAP

STRUCTURAL

S 00 STRUCTURAL INFO SHEET

S 01 STRUCTURAL NOTES

S101 FIRST FLOOR FRAMING PLAN

S201 TYPICAL DETAILS

S202 DETAILS

ARCHITECTURAL

A 00 ARCHITECTURAL INFO SHEET

A001 EXISTING CONDITIONS

A100 DEMOLITION PLANS

A101 FLOOR PLANS

A201 EXTERIOR BUILDING ELEVATIONS

A202 EXTERIOR BUILDING ELEVATIONS

A401 WALL SECTIONS

ELECTRICAL

E 00 ELECTRICAL INFO SHEET

E001 FLOOR PLAN - DEMOLITION

E101 FLOOR PLANS - LIGHTING

E201 FLOOR PLAN - POWER & AUXILIARY SYSTEMS

E301 ELECTRICAL DETAILS

E401 LUMINAIRE & EQUIPMENT SCHEDULES

DATE INITIAL

2/25/2022

STRUCTURAL ENGINEERARCHITECT

2/25/2022

ELECTRICAL ENGINEER

F .E

.B

F.E.B.

E

E

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

8.3

256 SF

STORAGE

B07

PUMP ROOM

B05

COLLECTIONS

B12

252 SF

STORAGE

B09

50 SF

VESTIBULE

B08

188 SF

HALL

B06

OCCUPANCY CLASSIFICATION

BUSINESS (B)

ACCESS TO COLLECTIONS

AREA PROHIBITED.

DISTURBANCE / PENETRATIONS

TO THIS SPACE NOT ALLOWED.

1 2 3 4 5

A

B

C

D

E

F

G

H

BREEZEWAY

EGRESS PATH

CODE COMPLIANCE LEGEND

NOTES:

• SEAL PENETRATIONS IN FIRE RATED SMOKE BARRIERS,

FIRE RATED BARRIERS, PARTITIONS & SMOKE BARRIERS.

XX FIRE PARTITION (X HOURS)

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

ACC01

ARCHITECTURAL CODE

COMPLIANCE

07310025- 0- ACC01 ARCHITECTURAL CODE COMPLIANCE

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

CODE SUMMARY

APPLICABLE CODES

BUILDING :

ACCESSIBILITY :

LIFE SAFETY :

ENERGY :

MECHANICAL :

PLUMBING :

ELECTRICAL :

OCCUPANCY GROUP :

TYPE OF CONSTRUCTION :

MAXIMUM ALLOWED HEIGHT

MAXIMUM ALLOWED AREA

MIXED USE SEPARATIONS :

HEIGHT AND AREA LIMITS

EXTERIOR WALL OPENING LIMITS :

DRAFTSTOPS :

FIRE PROTECTIVE SYSTEMS

AUTO FIRE SUPPRESSION :

STANDPIPE :

FIRE ALARM SYSTEM :

AUTO FIRE DETECTION :

SMOKE DETECTION :

FIRE RESISTANCE OF STRUCTURAL

ELEMENTS

RATING

(HOURS)

DESIGN

NUMBER

EXTERIOR WALLS

LOAD BEARING WALLS

NON-LOAD BEARING WALLS

FIRE SEPARATION ASSEMBLIES

EXITS

SHAFTS / HOISTWAYS

DWELLING UNIT SEPARATIONS

INTERIOR LOAD BEARING

WALLS, COLUMNS, FRAMING

ROOF CONSTRUCTION

FLOOR CONSTRUCTION

FIRE WALLS

CALCULATIONS

DOOR

STAIR

B

VB

60'

27,000 SF

ABAAS

2021 NFPA 101

ASHRAE 90.1 2016

2018 IMC

2021 IPC

NESC 2017

2021 IBC

NA

NFPA 13

NA

NFPA 70

NFPA 13

NFPA 70

U407

0.2" / OCC

0.3" / OCC

FIRST FLOOR

TOTAL

AREA (GROSS SQUARE FOOTAGE) :

BUILDING STATISTICS

NUMBER OF STORIES :

SUBGRADE

10602 SF

5408 SF

5194 SF

ACC_ROOM SCHEDULE

ROOM NO ROOM NAME FUNCTION OF SPACE CALC (SQF/OCC) OCCUPANT LOAD

AREA / OCC

SUB GRADE

BUSINESS (B)

B12 COLLECTIONS STORAGE AREAS 1325 SF / 300 SF 4.42

: 1 4.42

ACC_INCIDENTAL OCCUPANCY

B05 PUMP ROOM MECHANICAL

EQUIPMENT ROOM

54 SF / 300 SF 0.18

B07 STORAGE STORAGE AREAS 256 SF / 300 SF 0.85

B09 STORAGE STORAGE AREAS 252 SF / 300 SF 0.84

ACC_INCIDENTAL OCCUPANCY: 3 1.88

ACC_NOT HABITABLE

B06 HALL BUSINESS AREAS 188 SF / 100 SF 1.88

B08 VESTIBULE BUSINESS AREAS 50 SF / 100 SF 0.50

ACC_NOT HABITABLE: 2 2.38

BUSINESS (B): 6 8.67

SUB GRADE: 6 8.67

FIRST FLOOR

100 BREEZEWAY

: 1 0.00

: 1 0.00

FIRST FLOOR: 1 0.00

TOTALS:: 7 8.67

DATE INITIAL

SCALE: 1/8" = 1'-0"

PARTIAL BASEMENT - CODE REVIEW PLAN

PLAN NORTH TRUE NORTH

BRIDGE

VISITOR CENTER

KEY PLAN

SCALE: 1/8" = 1'-0"

PARTIAL FIRST FLOOR - CODE REVIEW PLAN

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A 00

ARCHITECTURAL INFO SHEET

07310025- 2- A 00 ARCHITECTURAL INFO SHEET

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

SCALE: 1/8" = 1'-0"

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

XXXX

DX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

REFERENCE

DEMOLITION

NOTE

EQUIPMENT

NUMBER

ROOM NAME

150 SF

ROOM

NUMBER

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL

NUMBER

SHEET NUMBER

INDICATES DIRECTION

OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

DEMOLITION

DESIGNATION

EQUIPMENT

NUMBER

ROOM NAME

DESIGNATION

ROOM NUMBER

DESIGNATION

ROOM AREA

DESIGNATION

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

DOOR

NUMBER

DOOR NUMBER10

WINDOW

DESIGNATION

WINDOW DESIGNATION000

TA-X

TOILET

ACCESSORY

TOILET ACCESSORY

NUMBER

WALL

TYPE

LETTER

INDICATES

PARTITION OR

WALL TYPE

X

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE

DRAWING

ABBREVIATIONSREFERENCE LEGEND

ARCHITECTURAL SHEET LIST

GENERAL NOTESGENERAL DEMO NOTES

S SOUTH

SA SUPPLY AIR

SAN SANITARY

SB SECURITY BARS

SB SPLASH BLOCK

SCH SCHEDULE

SCHED SCHEDULE

SCR SCREW

SCT STRUCTURAL CLAY TILE

SCUT SCUTTLE

SCW SOFT COLD WATER

SD STORM DRAIN

SD SUBDRAIN

SDI STEEL DECK INSTITUTE

SECT SECTION

SECY SECRETARY

SEQ SEQUENCE

SF SQUARE FOOT (FEET)

SFU STRUCTURAL FACING

UNIT

SHLD SHOULDER

SHT SHEET

SHTG SHEATHING

SHW SOFT HOT WATER

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO

BACK

SM SPRINKLER MAIN

SOV SHUT OFF VALVE

SPA SPACE(ING)

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SS SANITARY SEWER

SS STAINLESS STEEL

SSMR STANDING SEAM METAL

ROOFING

STA STATION

STAIR STAIRWAY

STC SOUND TRANSMISSION

COEFFICIENT

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

SUB FL SUB FLOOR

SUCT SUCTION

SUSP SUSPENDED

SVF SHEET VINYL FLOORING

SW SWITCH

SWBD SWITCH BOARD

SYM SYMMETRICAL

T TREAD

T or TLT TOILET

TAN TANGENT

TBD TACK BOARD

TE TOP ELEVATION

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZO

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THK THICK

THRD THREAD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOPO TOPOGRAPHIC

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TW TEMPERED WATER

TWR TEMPERED WATER

RETURN

TYP TYPICAL

UC UNIT COOLER

UG UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS

LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTIBLE

POWER SYSTEM

UR URINAL

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VAC VACUUM

VAV VARIABLE AIR VOLUME

VCP VITRIFIED CLAY PIPE

VCT VINYL COMPOSITION TILE

VD VAULT DOOR

VEL VELOCITY

VENT VENTILATOR(ION)

VERT VERTICAL

VEST VESTIBULE

VFD VARIABLE FREQUENCY

DRIVE

VOL VOLUME

VPC VERTICAL POINT OF

CURVATURE

VPI VERTICAL POINT OF

INTERSECTION

VPT VERTICAL POINT OF

TANGENCY

VS VENT STACK

VT VINYL-TILE

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W WIDE (WIDTH)

W WIRE

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER CLOSET

WC WATER COLUMN

WD WASTE DRAIN

WD WOOD

WD BLKG WOOD BLOCKING

WD DR WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WG WIRE GLASS

WH WALL HYDRANT

WHT WHITE

WI WROUGHT IRON

WKSH WORK SHOP

WL WIND LOAD

WNSCT WAINSCOT

WP WEATHER PROOF

WP WORK POINT

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WOVEN WIRE MESH

XFMR TRANSFORMER

YD YARD or YARD DRAIN

LBS POUNDS

LD LOAD

LDG LOADING

LE LEFT END

LG LENGTH (LONG)

LIN LINEAR

LIS LAWN IRRIGATION

SYSTEM

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LP LOW POINT

LPG LIQUIFIED PETROLEUM

GAS

LPS LOW PRESSURE STEAM

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHT WEIGHT

LTG LIGHTING

LVT LUXURY VINYL TILE

M MIDDLE

M THOUSAND

M & B MATCHED AND BEADED

MA MAKE-UP AIR

MACH MACHINE

MAS MASONRY

MAT or

MATL

MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBH 1000 BTUH

MC MEDICINE CABINET

MC MISCELLANEOUS

CHANNELS

MECH MECHANICAL

MER MECHANICAL EQUIPMENT

ROOM

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MONO MONOLITHIC

MT METAL THRESHOLD

MTD MOUNTED

N NORTH

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL

CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE

PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NO NUMBER

NR NOT REQUIRED

NS NEAR SIDE

NTS NOT TO SCALE

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFF OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPS OPERATIONS

OS & Y OUTSIDE SCREW & YOKE

OSF OUTSIDE FACE

OV OVERFLOW VALVE

OX OXYGEN

OZ OUNCE

P PAINT

PA PUBLIC ADDRESS

PBS PUSH BUTTON STATION

PC PIECE

PC POINT OF CURVATURE

PC PRECAST

PCC PORTLAND CEMENT

CONCRETE

PCT PORCELAIN CERAMIC TILE

PD PRESSURE DROP

PE POLYETHYLENE

PEN PENETRATION

PERF PERFORATED

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIV POST INDICATING VALVE

PL or P PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLWD PLYWOOD

PNL PANEL

POL POLISH(ED)

PORC PORCELAIN

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRESS PRESSURE

PROJ PROJECT

PRV PRESSURE REGULATING

VALVE

PS PRESSED STEEL

PSFT POUNDS PER SQUARE

FOOT

PSI POUNDS PER SQUARE

INCH

PT POINT

PT POINT OF TANGENCY

PTD PAINTED

PTN PARTITION

PVC POLYVINYL-CHLORIDE

PVMT PAVEMENT

PW PASS WINDOW

1/4 RD QUARTER ROUND

QT QUARRY TILE

QT QUART

QTRS QUARTERS

QTY QUANTITY

QTZ QUARTZ

R REGISTER

R RISER

RA RETURN AIR

RAD OR

R

RADIUS

RB RESILIENT BASE

RC REMOTE CONTROL

RCP REINFORCED CONCRETE

PIPE

RD ROOF DRAIN

RE RIGHT END

REC RECEIVER

RECP RECEPTACLE

RECR RECREATION

RECT RECTIFIER

REF REFERENCE

REFR REFRIGERANT

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCEMENT

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

REV REVISIONS

RFG ROOFING

RH RELATIVE HUMIDITY

RL REFRIGERANT LIQUID

RM ROOM

RND ROUND

RO ROUGH OPENING

RPM REVOLUTIONS PER

MINUTE

RT RUBBER TILE

RTU ROOF TOP UNIT

RUB RUBBER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DISC DISCONNECT

DIST DISTRIBUTION

DL DEAD LOAD

DMPR DAMPER

DN DOWN

DP DAMP PROOFING

DPT DEW POINT

DR DOOR

DRN DRAIN

DS DOWN SPOUT

DV DENTAL VACUUM

DWG DRAWING

DWLS DOWELS

DX DIRECT EXPANSION

E EAST

EA EACH

EA EXHAUST AIR

EDH ELECTRIC DUCT HEATER

EER ENERGY EFFICIENCY

RATIO

EJ EXPANSION JOINT

EL OR

ELEV

ELEVATION - GRADE OR

BUILDING

ELEC ELECTRIC OR ELECTRICAL

ELEV ELEVATOR

ENCL ENCLOSURE

ENT ENTERING

ENT ENTRANCE

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

EVAP EVAPORATOR

EW EACH WAY

EWC ELECTRIC WATER

COOLER

EXC EXCAVATE

EXD EXIT DEVICE

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPL EXPLOSION

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

F FIRE

FA FRESH AIR

FCG FACING

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER

BRACKET

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN FINISH

FIX FIXTURE

FL or FLR FLOOR

FLASH FLASHING

FLEX FLEXIBLE

FLG FLANGE

FLG FLOORING

FLUOR FLUORESCENT

FP FIRE PROTECTION

FPM FEET PER MINUTE

FPRF FIRE PROOF

FR FRAME

FRG FURRING

FS FAR SIDE

FS FLOOR SINK

FS FULL SIZE

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

FWC FABRIC WALL COVERING

G GRILLE

G NATURAL GAS

GA GAGE OR GAUGE

GAL GALLON

GALV GALVANIZED

GEN GENERAL

GFE GOVERNMENT FURNISHED

EQUIPMENT

GFE/CI GOVERNMENT FURNISHED

EQUIPMENT/CONTRACTOR

INSTALLED

GFI GROUND FAULT

INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GOVT GOVERNMENT

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GR GRADE

GRS GALVANIZED RIGID STEEL

CONDUIT

GRTG GRATING

GSU GLAZED STRUCTURAL

UNITS

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H or HT HEIGHT (HIGH)

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED

HD HEAD

HDPE HIGH DENSITY

POLYETHYLENE

HDR HEADER

HDW HARDWARE

HIP HIGH PRESSURE

HM HOLLOW METAL

HORIZ HORIZONTAL(LY)

HP HORSE POWER

HPS HIGH PRESURE STEAM

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH STRENGTH GYPSUM

PLASTER

HTG HEATING

HTR HEATER

HW HEAD WALL

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

(HEATING)

HWS HOT WATER SUPPLY

(HEATING)

HYD HYDRAULIC

I or FE IRON

IC INTERCOM

ID INSIDE DIAMETER

IE INVERT ELEVATION

IES ILLUMINATING

ENGINEERING SOCIETY

IN INCH

INSUL INSULATION

INT INTERIOR

INV INVERT OR INVERTER

IP IRON PIPE

ISF INSIDE FACE

JB JUNCTION BOX

JBOX JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K KEY

KCP KEENE'S CEMENT

PLASTER

KIP or K KILOPOUND (1000 LBS)

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KV KILOVOLTS

KVA KILOVOLT AMPERES

KW KILOWATT

LAB LABORATORY

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

A COMPRESSED AIR

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABS ACRYLONITRILE BUTAD

STYRENE

AC ALTERNATING CURRENT

ACI AMERICAN CONCRETE

INSTITUTE

ACSR ALUMINUM CONDUCTOR

STEEL REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR

AD AREA DRAIN

ADMIN ADMIN ADMINISTRATION

(IVE)

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM FORMING

FOAM

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING

CAPACITY (SYM RMS)

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ACTIVE LEAF

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

AP ACCESS PANEL

APD AIR PRESSURE DROP

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

ARI AMERICAN

REFRIGERATION

INSTITUTE

ASB ASBESTOS

ASPH ASPHALT

APC ACOUSTICAL PANEL

CEILING

AUTO AUTOMATIC

AV ACID VENT

AVG AVERAGE

AW ACID WASTE

AWC ACOUSTICAL WALL

COVERING

AWG AMERICAN WIRE GAUGE

L ANGLE

BATT BATT INSULATION

BB BULLETIN BOARD

BBO BOILER BLOW OFF

BC BOOKCASE

BD BOARD

BDY BOUNDARY

BEJ BRICK EXPANSION JOINT

BIT BITUMINOUS

BKR BREAKER

BL BUILDING LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BM BENCH MARK

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRK BRICK

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BUR BUILT-UP ROOFING

BW BOTH WAYS

C CENTER

C OR

CND

CONDUIT (ELECTRICAL

SHEETS)

C TO C CENTER TO CENTER

CAP CAPACITY

CB CATCH BASIN (OR CIRCUIT

BREAKER)

CC CENTER TO CENTER

CCT CIRCUIT

CD CONDENSATE DRAIN

CE COVER ELEVATION

CEM CEMENT

CF CUBIC FEET

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CHIM CHIMNEY

CI CAST IRON

CI CURB INLET

CIP CAST IN PLACE

CIR CIRCULAR

CJ CONTROL JOINT

CKT CIRCUIT

CL CENTER LINE

CL WG CLEAR WIRE GLASS

CLG CEILING

CLKG CAULKING

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY

UNIT

CNTR COUNTER

CO CLEAN OUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBINATION

COMB COMBUSTION

COMP COMPRESSIBLE

COMPR COMPRESSOR

CONC CONCRETE

CONF CONFERENCE

CONN CONNECTION

CONSTR CONSTRUCTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CONTR CONTRACTOR

COR CORNER

CORR COVERED

COV CORRIDOR

CPL CEMENT PLASTER

CPS CYCLES PER SECOND

(HERTZ)

CPT CARPET

CR CONDENSER WATER

RETURN

CRES CORROSIVE RESISTANT

STEEL

CRG CARRIAGE

CRSE COURSE

CS CONDENSER WATER

SUPPLY

CS COUNTER SINK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

CTL CARPET TILE

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D DEPTH (DEEP)

D DIFFUSER

d PENNY (as in nail - 10d)

D&M DRESSED AND MATCHED

DA DOUBLE ACTING

DB DRY BULB

dB DECIBEL

DBL DOUBLE

DC DIRECT CURRENT

DCJ DOWELED CONTROL

JOINT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DCW DOMESTIC COLD WATER

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHW DOMESTIC HOT WATER

DI DEIONIZED WATER

DIA DIAMETER

CLO CLOSET

FR FIRE RATED

U/C UNDER CABINET

SYMBOL LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH /

NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

MASONRY-VENEER

STUD WALL

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

NORTH PLAN

NORTH

TRUE

NORTH

0 COVER SHEET

ACC01 ARCHITECTURAL CODE

COMPLIANCE

A 00 ARCHITECTURAL INFO

SHEET

A001 EXISTING CONDITIONS

A100 DEMOLITION PLANS

A101 FLOOR PLANS

A201 EXTERIOR BUILDING

ELEVATIONS

A202 EXTERIOR BUILDING

ELEVATIONS

A401 WALL SECTIONS

A. THE DEMOLITION PLANS WERE PRODUCED BY DUPLICATING THE ORIGINAL

DRAWINGS PROVIDED BY THE OWNER AND LIMITED FIELD VERIFICATION.

DIMENSIONS AND EXISTING CONDITIONS ARE APPROXIMATE. CONTRACTOR

SHALL FIELD VERIFY EXISTING CONDITIONS. ITEMS WHICH ARE INTENDED

TO BE REMOVED, RELOCATED, OR SALVAGED ARE SHOWN AS FULL-TONE

DASHED LINES AND ARE LISTED IN THE REFERENCED DEMOLITION NOTES.

ALL OTHER ITEMS ARE INTENDED TO REMAIN IN PLACE AND ARE SHOWN

HALF-TONE.

B. DEMOLITION SHALL INCLUDE, BUT IS NOT LIMITED TO, THE ITEMS BELOW OR

HERE-IN. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED

RENOVATION AND NEW CONSTRUCTION WITH THE EXISTING BUILDING TO

IDENTIFY THE TOTAL EXTENT OF THE DEMOLITION REQUIRED AND AS LISTED

BELOW.

C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND

REMOVAL OF ALL EXISTING BUILDING COMPONENTS, MATERIALS,

EQUIPMENT, AND APPURTENANCES AS REQUIRED TO BUILD, ERECT,

INSTALL, OR ACCOMMODATE ALL NEW CONSTRUCTION WITH THE OWNER

HAVING FIRST RIGHT OF REFUSAL ON ALL ITEMS.

D. ITEMS NOTED TO BE REMOVED AND SALVAGED OR REINSTALLED SHALL BE

CAREFULLY REMOVED BY THE CONTRACTOR WITHOUT DAMAGE AND

STORED OR REINSTALLED ON THE SITE AS DIRECTED. REMOVED AND

SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER.

E. WHERE EXISTING FLOOR MATERIALS AND/OR WALLS ARE TO BE REMOVED,

PREP REMAINING FLOOR AND/OR WALL SUBSTRATE AS REQUIRED PER

MANUFACTURERS RECOMMENDATIONS FOR THE NEW FLOOR/WALL FINISH

MATERIAL. REMOVE ALL FINISH FLOORING DOWN TO BASE SUBSTRATE

FLOORING AND PREP TO RECEIVE NEW FINISH.

F. IN THE EVENT THE CONTRACTOR ENCOUNTERS ON THE SITE, MATERIAL

REASONABLY BELIEVED TO BE ASBESTOS, LEAD-BASED PAINT, OR ANY

OTHER HAZARDOUS MATERIAL WHICH HAS NOT BEEN RENDERED

HARMLESS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK IN THE

AREA AFFECTED AND REPORT THE CONDITION TO THE OWNER AND

ARCHITECT IN WRITING. THE WORK IN THE AFFECTED AREA SHALL NOT

THEREAFTER BE RESUMED EXCEPT BY WRITTEN AGREEMENT OF THE

OWNER AND CONTRACTOR.

G. THE CONTRACTOR IS RESPONSIBLE FOR THE ERECTION, MAINTENANCE,

AND REMOVAL OF ALL CONSTRUCTION BARRIERS.

H. TEMPORARILY SHORE AND BRACE STRUCTURE AT ALL BEARING WALL

DEMOLITION LOCATIONS UNTIL NEW PERMANENT STRUCTURE IS

ESTABLISHED. SEE STRUCTURAL.

I. REMOVE EXISTING ELEMENTS/FINISHES NOT REQUIRED IN THE COMPLETED

PROJECT, BUT CONFLICTING WITH NEW FINISHES. THESE

ELEMENTS/FINISHES SHALL INCLUDE, BUT ARE NOT LIMITED TO THE ITEMS

LISTED BELOW:

1. DOORS AND FRAMES SHALL BE REMOVED AS REQUIRED TO

ACCOMMODATE NEW DOORS AND FRAMES AS SHOWN IN THE DOOR

SCHEDULE.

2. ALL EXISTING WALLS, DOORS, FRAMES, AND WINDOWS SHOWN ON THE

PLAN AS A FULL-TONE DASHED LINE ARE TO BE REMOVED.

J. SEE STRUCTURAL, FOR ADDITIONAL DEMOLITION, INCLUDING, BUT NOT

LIMITED TO, ALL CONCRETE SLAB REMOVAL AND REPLACEMENT.

K. REFER TO MECHANICAL DEMOLITION PLANS FOR ADDITIONAL DEMOLITION

REQUIRED TO ACCOMMODATE NEW MECHANICAL PIPING AND ASSOCIATED

EQUIPMENT.

A. EXISTING CONDITIONS ARE BASED ON DRAWINGS PROVIDED BY THE OWNER

AND LIMITED FIELD VERIFICATION. THE CONTRACTOR SHALL FIELD VERIFY

ALL EXISTING CONDITIONS AND DIMENSIONS AND NOTIFY THE

ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM

THOSE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ADJUST TO

ACTUAL FIELD CONDITIONS AT NO ADDITIONAL EXPENSE TO THE OWNER.

B. ALL CONTRACTORS ARE RESPONSIBLE FOR REVIEWING ENTIRE SET OF

DOCUMENTS TO DETERMINE THEIR FULL SCOPE OF WORK. CONTRACTOR

SHALL NOT BE ALLOWED EXTRA COSTS DUE TO FAILURE TO REVIEW ENTIRE

SET OF DOCUMENTS.

C. CONTRACTOR SHALL TAKE ALL MEASUREMENTS FOR WORK AND BE

RESPONSIBLE FOR SAME. CONTRACTOR SHALL ADJUST FOR ACTUAL FIELD

CONDITIONS AT NO ADDITIONAL EXPENSE TO OWNER. COORDINATE THE

WORK AND SHOP DRAWINGS WITH ALL OTHER TRADES AFFECTED.

D. SCREENED HALF-TONE LINES INDICATE EXISTING CONSTRUCTION TO

REMAIN. FULL-TONE LINES INDICATE NEW OR RELOCATED CONSTRUCTION.

E. DIMENSIONS ARE TYPICALLY TO FINISH FACE OF MASONRY, CONCRETE,

GYPSUM WALL BOARD, AND METAL FRAMES; OR CENTER LINE OF COLUMN

OR BEAMS, UNLESS NOTED OTHERWISE.

F. INTERIOR DOORS WITH THE HINGE-SIDE SHOWN CLOSE TO CORNERS SHALL

BE LOCATED 4 INCHES FROM ADJACENT WALL UNLESS NOTED OTHERWISE

G. CHANGES IN FLOOR MATERIALS SHALL OCCUR UNDER DOORS.

H. ALL ANGLES ON THE FLOOR PLANS ARE 45 OR 90 DEGREES UNLESS

OTHERWISE INDICATED.

I. ALL STEEL STUDS ADJACENT TO STEEL COLUMNS SHALL BE HELD A 1/2 INCH

AWAY FROM STEEL COLUMNS.

J. PROVIDE FIRE TREATED 2x6 OR LARGER WOOD BLOCKING IN WALLS AND

FURRING SPACES AS REQUIRED FOR MOUNTING OF ALL WALL SUPPORTED

ITEMS. WHETHER OR NOT DETAILED ON THE DRAWINGS, THE DRYWALL

CONTRACTOR SHALL COORDINATE AND INSTALL ALL STIFFENERS, BRACING,

BACK-UP PLATES, AND SUPPORTING BRACKETS AS REQUIRED FOR THE

INSTALLATION OF WALL MOUNTED OR SUSPENDED MECHANICAL,

ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. THESE ITEMS INCLUDE, BUT

ARE NOT LIMITED TO, HANDRAIL BRACKETS, DOOR WALL STOPS, FIRE

EXTINGUISHER CABINETS, CONTROL PANELS, SIGNAGE, FIRE ALARM PANELS

AND MASTER CLOCKS, ETC.

K. INTERIOR CONTROL JOINTS ON GYPSUM BOARD SURFACES SHALL BE 24'-0"

ON CENTER MAX AND AS INDICATED WITH-IN. PROVIDE CONTROL JOINT AT

EACH SIDE OF DOOR FRAME, TYPICAL.

L. ALL CONTROL JOINTS (CJ) SHALL BE CAULKED AT EXTERIOR WALL

LOCATIONS AND RAKED BACK 3/4 INCH AT ALL INTERIOR JOINTS UNLESS

OTHERWISE NOTED.

M. WHERE METAL STUDS EXTEND TO THE STRUCTURE ABOVE, PROVIDE

DOUBLE HEAD TRACK TO ALLOW SLIPPAGE TO COMPENSATE FOR

DEFLECTION OF THE STRUCTURE ABOVE.

N. PATCH EXISTING WALLS, FLOORS, AND CEILING SURFACES DEMOLISHED,

CUT, CORED, OR ALTERED IN ANY WAY TO ACCOMMODATE NEW

CONSTRUCTION OR TO RECEIVE NEW FINISHES. PREP ALL EXISTING

FLOORS TO RECEIVE NEW FINISHES.

O. PATCH ALL CONCRETE SLAB LOCATIONS DEMOLISHED TO INSTALL NEW

STRUCTURAL, MECHANICAL, OR ELECTRICAL WORK.

P. ALL CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE ARCHITECTURAL

BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS).

Q. PROTECT ALL EXISTING COMPONENT ASSEMBLY ITEMS TO REMAIN.

REPLACE AT NO ADDITIONAL COST ANY DAMAGE TO EXISTING ITEMS TO

REMAIN.

R. CONTRACTOR SHALL PROVIDE A MEANS OF INSULATIVE PROTECTION OVER

THE NORTH DOOR OF THE COLLECTIONS ROOM IF THE INTERIOR IS

EXPOSED TO THE EXTERIOR ONCE PERSISTENT SEASONAL FREEZING

TEMPERATURES EXIST. THIS MAY INCLUDE PLACEMENT OF TEMPORARY

INSULATION OVER THE EXTERIOR OF THE DOOR OR SIMILAR TO PROVIDE A

THERMAL PROTECTIVE BARRIER.

DATE INITIAL

THE SITE IS WITHIN A HIGHLY ARCHEOLOGICALLY AND CULTURALLY SENSITIVE

LANDSCAPE. COORDINATE WITH COR LOCATIONS AND LIMITS OF ANY PROPOSED

GROUND ANCHORING OR EXCAVATIONS REQUESTED BY THE CONTRACTOR. NO

GROUND DISTURBANCE SPECIFICALLY NORTH OF CENTERLINE OF EXISTING

DRAINAGE RAVINE UNDER PEDESTRIAN BRIDGE WILL BE PERMITTED.

SITE REPRESENTATIONAL PHOTOGRAPHY NOTE:

THE FOLLOWING PHOTOGRAPHS DEPICT EXISTING CONTEXT OF THE VISITOR CENTER AND PEDESTRIAN BRIDGE FOR CONTRACTOR REFERENCE ONLY AND DOES NOT FULLY PHOTO DOCUMENT THE ENTIRETY OF THE STRUCTURE OR PROJECT AREA. BIDDING CONTRACTORS REMAIN RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE TO THE EXTENT THEY DETERMINE IN ORDER TO PREPARE THEIR BID. THE AWARDED CONTRACTOR SHALL REMAIN RESPONSIBLE FOR TAKING PRE-CONSTRUCTION PHOTOGRAPHS REQUIRED IN THE PROJECT MANUAL OF THE

PROJECT DOCUMENTS.

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A001

EXISTING CONDITIONS

07310025- 2- A001 EXISTING CONDITIONS

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

DATE INITIAL

OVERALL - FRONT

EXTERIOR BREEZEWAY

EXTERIOR BREEZEWAY

EXTERIOR BREEZEWAY

EXTERIOR - EAST

EXTERIOR - NE CORNER

EXTERIOR - NORTH

INTERIOR - STORAGE

INTERIOR - STORAGE

INTERIOR - STORAGE

INTERIOR - STORAGE

EXTERIOR - NW

BRIDGE

VISITOR CENTER

KEY PLAN

EXTERIOR - BRIDGE

PLAN NORTH TRUE NORTH

EXTERIOR - BRIDGE

EXTERIOR - BRIDGE

EXTERIOR - BRIDGE

EXTERIOR - BRIDGE

16 17

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

8.3

STORAGE

B07

D1D1

D3

D2

D3 D8

D8 D7 D11

D12

D12

D13

D13

D13

COLLECTIONS

B12

ACCESS TO COLLECTIONS

AREA PROHIBITED.

DISTURBANCE / PENETRATIONS

TO THIS SPACE NOT ALLOWED.

1 2 3 4 5

A

B

C

D

E

F

G

H

BREEZEWAY

D3

D3

D4

D3

D4D4

D4

D5D5

D5

D5

D5

D8

D8

D9D9D10

D3D3

D2

D6D6

D6D6D6 D6D6D6

D4

D4

D8

D8

D8

D5

D5

D5

D5

D9D9

D10D10D10

D13

D13

D13

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A100

DEMOLITION PLANS

07310025- 2- A100 DEMOLITION PLANS

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

SCALE: 1/8" = 1'-0"

PARTIAL BASEMENT FLOOR DEMOLITION PLAN

SCALE: 1/8" = 1'-0"

PARTIAL FIRST FLOOR DEMOLITION PLAN

REF. DEMO NOTES ( ):DX

3D AXONOMETRIC - DEMOLITION

D1 REMOVE EXISTING INTERIOR PARTITION FRAMING AND GWB, EXISTING

CMU SUPPORT WALL TO REMAIN.

D2 REMOVE EXISTING EXTERIOR HM DOOR, FRAME, AND HARDWARE.

MAINTAIN/PROTECT THE STRUCTURAL STOOP.

D3 SAWCUT AND REMOVE EXISTING EXTERIOR WALL FRAMING, SHEATHING,

INSULATION, GWB, AND STONE WALL CAP DOWN TO EXISTING CONC.

CURB FOUNDATION WALL.

D4 SAWCUT AND REMOVE EXISTING CONCRETE FLOOR TOPPING, PRECAST

CONCRETE STRUCTURAL JOIST FRAMING, AND RIGID INSULATION.

EXISTING HSS STEEL SUPPORT FRAMING TO REMAIN.

D5 REMOVE EXISTING FLOOR DRAIN AND PVC PIPING.

D6 SAWCUT AND REMOVE EXISTING HSS STEEL COLUMN DOWN TO TOP OF

HSS STEEL TUBE FRAMING.

D7 MAINTAIN/PROTECT EXISTING CONC. FLOOR.

D8 MAINTAIN/PROTECT EXISTING DOWNSPOUT FOR ROOF DRAINAGE, TYP.

GC TO PROVIDE TEMPORARY MEANS OF ROOF DRAINAGE IF DOWNSPOUT

IS REMOVED FOR DEMOLITION/CONSTRUCTION.

D9 REMOVE EXISTING ALUMINUM RAILING AND SALVAGE FOR REUSE.

RAILING TO BE REINSTALLED AT SAME LOCATION FOR NEW

CONSTRUCTION.

D10 SAWCUT AND REMOVE EXISTING PRECAST STRUCTURAL CONCRETE

JOIST SYSTEM, CONCRETE TOPPING, AND METAL ANGLE. EXISTING

CONCRETE BEAMS AND COLUMNS TO REMAIN.

D11 REMOVE ALL EXISTING FIRE SUPPRESSION IN THE AREA OF

CONSTRUCTION. COORDINATE DOWNTIME OF SPRINKLER SYSTEM AND

LIMIT TO 4 HOURS OR LESS. CAP PIPING OUTSIDE THE AREA OF

CONSTRUCTION FOR RECONNECTION ONCE NEW PIPING IS INSTALLED.

D12 REMOVE EXISTING WALL MOUNTED BRACKET FIRE EXTINGUISHER,

SALVAGE TO OWNER FOR REUSE.

D13 CUT AND REMOVE SOIL WITH A SQUARE EDGE SHOVEL 4" DEEP BY 2'-0"

AWAY FROM CONCRETE WALL EDGE AND HAUL OFFSITE. HAND TAMP

COMPACT PREP TO RECEIVE AGGREGATE SPLASH APRON.

DATE INITIAL

PLAN NORTH TRUE NORTH

BRIDGE

VISITOR CENTER

KEY PLAN

B08

B

B

-2

B07-1

F .E

.B

F.E.B.

A201 1

A201

A401

1 2 3 4 5 6 7 8

A

B

C

D

E

F

G

H

8.3

STORAGE

B07

PUMP ROOM

B05

COLLECTIONS

B12

A401

V

IF

/4

VIF

37'-3"

A

/8

A

A

STORAGE

B09

VESTIBULE

B08

HALL

B06

7 7

2'-8"

2'-8"

ACCESS TO COLLECTIONS

AREA PROHIBITED.

DISTURBANCE / PENETRATIONS

TO THIS SPACE NOT ALLOWED.

A201 1

A201

A401

1 2 3 4 5

A

B

C

D

E

F

G

H 9'-10 5/8"

/1

/1

BREEZEWAY

A401

1/8" / 12"

R A

IL

IN

G V

IF

/4

R A

IL

IN

G V

IF

/8

RAILING VIF

36'-3 3/8"

/8

1/8" / 12"

3/16" / 12"

A202

/1

/1

" 1/8" /

2"

1/8" / 12"

A202

EXISTING RAILING VIF

63'-4 1/2"

V

IF

6.

4°

A201

6'-9 7/8"

/8

/2

NOTE: NO GROUND SURFACE SLOPES

OF BREEZEWAY AND BRIDGE SHALL

EXCEED 1:48 (2% OR 1/4"/12")

BRIDGE

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A101

FLOOR PLANS

07310025- 2- A101 FLOOR PLANS

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

1 NEW HM DOOR AND FRAME TO MATCH EXISTING, SEE SCHEDULE.

2 NEW EXTERIOR WALL ON EXISTING CONCRETE STUB WALL, SEE WALL

SECTIONS. CEDAR TRIM BOARDS TO MATCH EXISTING STAIN &

DIMENSIONS, TYP.

3 NEW CONCRETE FLOOR, SEE STRUCT., w/ CONCRETE TOPPING SLOPED

FOR DRAINAGE AS INDICATED. TOOL JOINTS 6'-0" O.C. PARALLEL WITH

DRAINAGE SLOPE AS SHOWN, AVOID RAILING BASEPLATES, TYP.

4 NEW FLOOR MOUNTED ALUMINUM RAILING TO MATCH EXISTING

PEDESTRIAN BRIDGE RAILING.

5 MATCH NEW CONC. FLOOR HEIGHT TO EXISTING CONC. WALKWAY.

6 MAINTAIN/PROTECT EXISTING DOWNSPOUT FOR ROOF DRAINAGE, TYP.

GC TO PROVIDE TEMPORARY MEANS OF ROOF DRAINAGE IF DOWNSPOUT

IS REMOVED FOR DEMOLITION/CONSTRUCTION.

7 CONTRACTOR SHALL INSTALL NEW FIRE SUPPRESSION SYSTEM AS

NECESSARY BASED ON NEW LAYOUT OF SPACE. RECONNECT NEW PIPING

TO EXISTING CAP DONE DURING DEMOLITION. NEW FIRE SUPPRESSION

WORK SHALL BE DONE IN ACCORDANCE WITH NFPA 13 (2022 EDITION)

AND SHALL MATCH MATERIAL INSTALLATION OF THE EXISTING SYSTEM.

CONTRACTOR SUBMITTALS TO INCLUDE SHOP DRAWINGS, HYDRAULIC

CALCULATIONS AND EQUIPMENT SPECIFICATION (CUT) SHEETS PER

NFPA-13 (2022 EDITION) FOR NEW MATERIAL (PIPE, FITTINGS, NEW OR

ADDITIONAL HEADS, ETC.) TO BE INCORPORATED INTO THE SYSTEM

RESTORATION. SPRINKLER RESTORATION LAYOUT TO BE COMPLETED BY

NICET III OR IV, OR FIRE PROTECTION ENGINEER. ACCEPTANCE TESTING

PER NFPA-13 (2022 EDITION). VERIFY WATER SUPPLY BY HYDRANT FLOW

TEST TO BE CONDUCTED WITHIN 6 MONTHS OF INSTALLATION.

8 REINSTALL SALVAGED FLOOR MOUNTED ALUMINUM RAILING.

9 REINSTALL SALVAGED WALL MOUNTED BRACKET FIRE EXTINGUISHER

10 NEW AGGREGATE SPLASH APRON, 4" DEPTH x 24" LENGTH FROM

EXISTING WALL, TYP. HAND TAMP COMPACT. BASIS OF DESIGN:

DECORATIVE ROCK “IOWA JACK” AS SUPPLIED BY DUBUQUE MULCH

COMPANY, INC. MAXIMUM 1 ½” STONE SIZE CONSISTING OF ANGULAR

FACES (NO ROUNDED PEBBLE OR RIVER ROCK TYPE STONE).

REF. NOTES ( ):X

SCALE: 1/8" = 1'-0"

PARTIAL BASEMENT FLOOR PLAN

SCALE: 1/8" = 1'-0"

PARTIAL FIRST FLOOR PLAN

3D AXONOMETRIC - NEW CONSTRUCTION

TYPE PARTITION SUPPORT FACING WIDTH HEIGHT FIRE RATING INSULATION REMARKS

A 3 5/8" 20 GA STL. STUD @ 16" O.C. 5/8" TYPE 'X' GWB BOTH SIDES 4 7/8" TO STRUCT. 60 MIN 3 1/2" BATT INSUL.

ROOM SCHEDULE

ROOM NO ROOM NAME

FLOOR

MATL

FLOOR

FINISH

BASE

MATL

CEILING NORTH WALL EAST WALL SOUTH WALL WEST WALL

REMARKSHEIGHT MATL FINISH MATL FINISH MATL FINISH MATL FINISH MATL FINISH

B05 PUMP ROOM EXIST CONC. EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST

B06 HALL EXIST CONC. SEAL VB-1 GWB PNT-1 EXIST EXIST EXIST EXIST EXIST BRICK EXIST VB-1 @ NEW INT. PARTITION ONLY

B07 STORAGE EXIST CONC. SEAL VB-1 GWB PNT-1 GWB PNT-1 GWB PNT-1 GWB / EXIST BRICK PNT-1 (GWB) VB-1 @ NEW INT. PARTITION ONLY

B08 VESTIBULE EXIST CONC. SEAL VB-1 GWB PNT-1 GWB PNT-1 EXIST BRICK EXIST GWB PNT-1 VB-1 @ NEW INT. PARTITION ONLY

B09 STORAGE EXIST CONC. SEAL VB-1 GWB / EXIST CMU PNT-1 (GWB) GWB PNT-1 EXIST BRICK EXIST EXIST CMU EXIST VB-1 @ NEW INT. PARTITION ONLY

B12 COLLECTIONS EXIST CONC. EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST

100 BREEZEWAY CONC. BRUSH - - EXIST EXIST EXIST - - - - - - - - EXIST EXIST EXIST EXIST

DATE INITIAL

PLAN NORTH TRUE NORTH

BRIDGE

VISITOR CENTER

KEY PLAN

FIRST FLOOR

100' - 0"

EAVE HT

111' - 4"

SUB GRADE

90' - 10"

A401

A B C D E F G H

B08

111111

FIRST FLOOR

100' - 0"

EAVE HT

111' - 4"

SUB GRADE

90' - 10"

123456789 8.3

A401

A201

S E

E S

C H

SEE SCH.

HM : F HM : F1

2" SEE SCH. 2"

S E

E S

C H

FIRST FLOOR

100' - 0"

3/4"2"

/4

4"4"4"4"

NEW ALUM. RAILING TO

MATCH EXISTING

PEDESTRIAN BRIDGE

RAILING, TYP. 1" x 2" TOP AND BOTTOM RAIL, 2" x 2" POSTS w/ 3/4" x 3/4"

PICKETS, VIF.

M

IN

NO SLOPE AT RAILING

BASEPLATE, TYP.

NO SLOPE AT RAILING

BASEPLATE, TYP.

1/4" / 1 2"

1/4" / 12"

2"2"

3/4" 2"3/4"

3/16" / 12"

2"

5"

/4

3 3/4"

5"

/4

TYP

3/4"

T Y

P

/4

T Y

P

/4

TYP

3/4"

CORNER BASE TYPICAL BASE

6.

4°

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A201

EXTERIOR BUILDING

ELEVATIONS

07310025- 2- A201 EXTERIOR BUILDING ELEVATIONS

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

SCALE: 3/16" = 1'-0"

NORTH ELEVATION

SCALE: 3/16" = 1'-0"

EAST ELEVATION

DOOR SCHEDULE

DOOR NO.

DOOR SIZE DOOR FRAME

SET NO LABEL REMARKSWIDTH HEIGHT MATL & TYPE FINISH GLASS MATL & TYPE FINISH

B07 -1 3' - 0" 6' - 8" HM : F PAINT - - HM : F1 PAINT 1 45 MIN

B07 -2 3' - 0" 6' - 8" HM : F PAINT - - HM : F1 PAINT 1 45 MIN

B08 3' - 0" 6' - 8" HM : F PAINT - - HM : F1 PAINT 2

B09 3' - 0" 6' - 8" HM : F PAINT - - HM : F1 PAINT 1 45 MIN

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

DOOR PANEL TYPE (HM) LEGEND

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

DOOR FRAME TYPE (HM) LEGEND

1 NEW HM DOOR AND FRAME TO MATCH EXISTING, SEE SCHEDULE.

2 NEW EXTERIOR WALL ON EXISTING CONCRETE STUB WALL, SEE WALL

SECTIONS. CEDAR TRIM BOARDS TO MATCH EXISTING STAIN &

DIMENSIONS, TYP.

3 NEW CONCRETE FLOOR, SEE STRUCT., w/ CONCRETE TOPPING SLOPED

FOR DRAINAGE AS INDICATED. TOOL JOINTS 6'-0" O.C. PARALLEL WITH

DRAINAGE SLOPE AS SHOWN, AVOID RAILING BASEPLATES, TYP.

4 NEW FLOOR MOUNTED ALUMINUM RAILING TO MATCH EXISTING

PEDESTRIAN BRIDGE RAILING.

6 MAINTAIN/PROTECT EXISTING DOWNSPOUT FOR ROOF DRAINAGE, TYP.

GC TO PROVIDE TEMPORARY MEANS OF ROOF DRAINAGE IF DOWNSPOUT

IS REMOVED FOR DEMOLITION/CONSTRUCTION.

8 REINSTALL SALVAGED FLOOR MOUNTED ALUMINUM RAILING.

10 NEW AGGREGATE SPLASH APRON, 4" DEPTH x 24" LENGTH FROM

EXISTING WALL, TYP. HAND TAMP COMPACT. BASIS OF DESIGN:

DECORATIVE ROCK “IOWA JACK” AS SUPPLIED BY DUBUQUE MULCH

COMPANY, INC. MAXIMUM 1 ½” STONE SIZE CONSISTING OF ANGULAR

FACES (NO ROUNDED PEBBLE OR RIVER ROCK TYPE STONE).

11 EXISTING CONCRETE COLUMNS AND BEAMS TO REMAIN, TYP.

12 EXISTING RETAINING WALL TO REMAIN, TYP.

REF. NOTES ( ):X

DATE INITIAL

SCALE: 3/4" = 1'-0"

DETAIL - RAILING

SCALE:

3D SECTION - RAILING

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

DETAIL - RAILING POST BASE

3/4" = 1'-0"

SUB GRADE

90' - 10"

A202

1111 11

FIRST FLOOR

100' - 0"

3" 2" 5'-5 1/2" 2" 3"

/4

/4

3/16" / 12"3/16" / 12"

NO SLOPE AT RAILING

BASEPLATE, TYP.

/8

6 3/8" 5'-2 3/4" 6 3/8"

/4

6'-3 1/2"

111111

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A202

EXTERIOR BUILDING

ELEVATIONS

07310025- 2- A202 EXTERIOR BUILDING ELEVATIONS

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

DATE INITIAL

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

EAST ELEVATION - BRIDGE

SCALE: 3/4" = 1'-0"

SECTION - BRIDGE

3 NEW CONCRETE FLOOR, SEE STRUCT., w/ CONCRETE TOPPING SLOPED

FOR DRAINAGE AS INDICATED. TOOL JOINTS 6'-0" O.C. PARALLEL WITH

DRAINAGE SLOPE AS SHOWN, AVOID RAILING BASEPLATES, TYP.

8 REINSTALL SALVAGED FLOOR MOUNTED ALUMINUM RAILING.

10 NEW AGGREGATE SPLASH APRON, 4" DEPTH x 24" LENGTH FROM

EXISTING WALL, TYP. HAND TAMP COMPACT. BASIS OF DESIGN:

DECORATIVE ROCK “IOWA JACK” AS SUPPLIED BY DUBUQUE MULCH

COMPANY, INC. MAXIMUM 1 ½” STONE SIZE CONSISTING OF ANGULAR

FACES (NO ROUNDED PEBBLE OR RIVER ROCK TYPE STONE).

11 EXISTING CONCRETE COLUMNS AND BEAMS TO REMAIN, TYP.

REF. NOTES ( ):X

SUB GRADE

90' - 10"

1 2

/4

/4

/4

NEW INSUL. CONC. FLR. ON

MTL. DECK ON STL.

FRAMING - SEE STRUCT.

EXISTING STL. FRAMING

TO REMAIN - SEE STRUCT.

NEW ALUM. RAILING TO

MATCH EXISTING, TYP.

3/4" T&G SIDING TO MATCH

EXISTING, ON 1 1/2" FIBERGLASS

'Z' GIRT VERTICAL FRAMING RIGID

INSULATION SYSTEM ALIGNED TO

STL. STUDS, ON WEATHER

BARRIER, ON 5/8" EXT. GLASS

REINF. TYPE 'X' GWB, ON 20 GA

STL. STUD @ 16" O.C. w/ R-19 BATT

INSUL, ON 5/8" TYPE 'X' GWB, TYP.

GALV. MTL. DRIP EDGE FLASHING,

MATCH EXISTING, TYP. EXTEND 8"

MIN ABOVE TOP OF CONC. CURB

EXISTING 8" CONC. STUB WALL

B09

GALV. MTL. DRIP EDGE

FLASHING, TYP.

M

IN8

/4

1/2" COMPRESSIBLE

FILLER/SEALANT

NEW AGGREGATE APRON,

4" DEPTH x 24" LENGTH

FROM EXISTING WALL, TYP.

SLOTTED STL. DEFLECTION

TRACK, TYP. - SEE STRUCT.

EXTEND T&G SIDING 1 1/4" BELOW

TOP OF CONC. CURB WALL TO

MATCH EXISTING, TYP.

EXISTING

MASONRY WALL

CLEAN & SEAL

EXISTING CONC. SOG

FLOOR, TYP.

J BEAD, TYP.

NEW CEDAR BASE TRIM TO MATCH

EXISTING, CAULK SEAL, TYP.

A401

Sim

A401

Sim

2'-0"

SILL GASKET, TYP.

3/16" / 12"

FIRST FLOOR

100' - 0"

SUB GRADE

90' - 10"

A B

/4

/4

/4

3/16" / 12"

NEW INSUL. CONC. FLR. ON

MTL. DECK ON STL.

FRAMING - SEE STRUCT.

EXISTING STL. FRAMING

TO REMAIN - SEE STRUCT.

NEW ALUM. RAILING TO

MATCH EXISTING, TYP.

3/4" T&G CEDAR SIDING TO MATCH

EXISTING, ON 1 1/2" FIBERGLASS

'Z' GIRT VERTICAL FRAMING RIGID

INSULATION SYSTEM ALIGNED TO

STL. STUDS, ON WEATHER

BARRIER, ON 5/8" EXT. GLASS

REINF. TYPE 'X' GWB, ON 20 GA

STL. STUD @ 16" O.C. w/ R-19 BATT

INSUL, ON 5/8" TYPE 'X' GWB, TYP.

GALV. MTL. DRIP EDGE FLASHING,

MATCH EXISTING, TYP. EXTEND 8"

MIN ABOVE TOP OF CONC. CURB

EXISTING 8" CONC. STUB WALL

3/4"

1 1/2" 5/8"

6"

5/8"

/4

M

IN8

GALV. MTL. DRIP EDGE

FLASHING, TYP.

EXISTING MASONRY WALL

CLEAN & SEAL EXISTING CONC.

SOG FLOOR, TYP.

EXISTING T&G EXTERIOR

WALL ASSEMBLY, TYP.

J BEAD, TYP.

1/2" COMPRESSIBLE

FILLER/SEALANT

NEW AGGREGATE APRON,

4" DEPTH x 24" LENGTH

FROM EXISTING WALL, TYP.

2"

3/4"

2" 1

/4

SLOTTED STL. DEFLECTION

TRACK, TYP. - SEE STRUCT.

EXTEND T&G SIDING 1 1/4" BELOW

TOP OF CONC. CURB WALL TO

MATCH EXISTING, TYP.

A401

A401

NEW CEDAR BASE TRIM TO MATCH

EXISTING, CAULK SEAL, TYP.

2'-0"

3"

SILL GASKET, TYP.

EXTERIOR FACE OF T&G CEDAR

SIDING SHALL ALIGN w/ EXISTING

EXTERIOR FACE OF T&G CEDAR

SIDING, TYP.

FIRST FLOOR

100' - 0"

A

/4

/2

M

IN3

3/16" / 12"

FORMED DRIP

EDGE

GALV. MTL. DRIP EDGE

FLASHING, SEALED TO

CONC., TYP.

NO SLOPE AT RAILING

BASEPLATE, TYP.

6" 2 1/2"

MIN

3/4" 1/2"

/4

MIN

3"

4" 2"

NOTE: RIGID INSULATION

SHALL BE CONTINUOUS AT

EXTERIOR, FROM BREEZEWAY

SLAB TO EXTERIOR WALL.

A

GALV. MTL. DRIP EDGE

FLASHING, MATCH

EXISTING, TYP. EXTEND

8" MIN ABOVE TOP OF

CONC. CURB

/4

M

IN8

J BEAD, TYP.

EXTEND T&G SIDING 1 1/4"

BELOW TOP OF CONC.

CURB WALL TO MATCH

EXISTING, TYP.

V

IF

/8

SILL GASKET, TYP.

WALL ANCHOR -

SEE STRUCT.

3/4" 1 1/2" 5/8" 6" 5/8"

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs

\s s to v a ll\

D o c u m e n ts

\R e v it te m p

\0

-A

R C

H

R s .s to v a ll.

rv t

SS

SS

MS

2/25/22

07310.025

A401

WALL SECTIONS

07310025- 2- A401 WALL SECTIONS

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

SCALE: 3/4" = 1'-0"

WALL SECTION

SCALE: 3/4" = 1'-0"

WALL SECTION

DATE INITIAL

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

SLAB EDGE DETAIL

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

WALL DETAIL

1044 North 115th Street | Suite 300

Omaha, NE 68154

(402) 493-4800 www.schemmer.com

REVISED TITLE OF SHEET DRAWING NO.

SHEET

PMIS / PKG. NO.

OF

SUB SHEET NO.

ARCH/ENG PROJ #

DESIGNED

DRAWN

CHECKED

PREPARED

DATE

318469

80046

C U s e rs \k w e n n in g h o ff \O n e D ri v e

T h e

S c h e m m e r

A s s o c ia te s \D o c u m e n ts

\0

-S

T R

U C

R k w e n n in g h o ff .r v t

KMW

KMW

TLS

2/25/22

07310.025

S 00

STRUCTURAL INFO SHEET

07310025- 3- S 00 STRUCTURAL INFO SHEET

VISITOR CENTER BREEZEWAY AND BRIDGE RESTORATION

151 IA-76, HARPERS FERRY, IA 52146

EFFIGY MOUNDS NATIONAL MONUMENT

TRUE

NORTH

PLAN

NORTH

NORTH

NORTH

ARROW

NAME

ELEVATION

LEVEL

MATCHLINE

AREA A

AREA B

TITLE

MARKER

VIEW NAME

SCALE: 1/8" = 1'-0"

EXISTING

COLUMN

NEW

COLUMN

X

X

X

XX-XX

SIM

X

XX-XX

X

SECTION/

DETAIL

PLAN

DETAIL

REFERENCE

NOTE

CIP WALL

CALLOUT

WALL FOOTING

CALLOUTS

LETTER INDICATES

NEW COLUMN LINE

LETTER INDICATES

EXISTING COLUMN LINE

SECTION/DETAIL NUMBER

SHEET NUMBER

INDICATES DIRECTION OF VIEW

DETAIL NUMBER

SHEET NUMBER

REFERENCE

DESIGNATION

SYMBOLS

ROOM /

FRAMING

ELEVATION

EXTERIOR

ELEVATION

XX-XX

XX-XX

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

ELEVATION LETTER

DIRECTION OF VIEW

SHEET NUMBER

SHEAR WALL

CALLOUT

CMU WALL

CALLOUT

METAL STUD

WALL CALLOUT

DETAIL NUMBER

LEVEL CALLOUT

DESIGNATION

ELEVATION

DESIGNATION

GRAPHIC AREA FOR

DRAWING

TITLE

SCALE OF THE DRAWING

REF. NOTES ( )REFERENCE LEGEND

PLAN VIEW

SECTION / ELEVATION VIEW

SHEAR WALL

MASONRY-CMU

MASONRY-VENEER

STUD WALL

CONCRETE

GRAVEL

EARTH / COMPACTED

EARTH / NONCOMPACTED

RIGID INSULATION

JOINT FILLER

STEEL

GYPSUM

FLEXIBLE INSULATION

GROUT

PLYWOOD

WOOD (FINISH)

MASONRY-CMU FACE

MASONRY-CMU

MASONRY-VENEER

PAD FOOTING

CALLOUTS

REFERENCE

DESIGNATION

FX.X

CONTINUOUS FOOTING

DESIGNATION

CFX-X

GBX-X

TSX-X

GRADE BEAM DESIGNATION

THICKENED SLAB

DESIGNATION

SHEAR WALL TYPE 'X'

MIN L = X'-X"

SHEAR WALL TYPE

DESIGNATION

SHEAR WALL LENGTH

HEADER CALLOUT

IN STUD WALL

LINTEL CALLOUT

IN MASONRY WALL

LETTER INDICATES

CMU WALL TYPE

LETTER INDICATES

CIP WALL TYPE

LETTER INDICATES

METAL STUD WALL TYPE

LINTEL DESIGNATIONL-X

HEADER DESIGNATIONH-X

X

X

X

STRUCTURAL SHEET LIST

PROJECT STRUCTURAL REFERENCED NOTES

XABBREVIATIONS SCHEDULES

MC MISCELLANEOUS CHANNELS

MECH MECHANICAL

MET METAL

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NIC NOT IN CONTRACT

NO NUMBER

NR NOT REQUIRED

NTS NOT TO SCALE

OC ON CENTER(S)

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OZ OUNCE

PC PRECAST

PERF PERFORATED

PLWD PLYWOOD

POL POLISH(ED)

PREFAB PREFABRICATED

PS PRESSED STEEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RADIUS

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCEMENT

REQD REQUIRED

RTU ROOF TOP UNIT

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SF SQUARE FOOT (FEET)

SHTG SHEATHING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLBB SHORT LEG BACK TO BACK

SPEC SPECIFICATIONS

SS STAINLESS STEEL

STD STANDARD

STGR STRINGER

STIFF STIFFENER

STIRR STIRRUPS

STL STEEL

STR STRUCTURAL

SUSP SUSPENDED

TEMP TEMPERATURE

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TRANS TRANSVERSE

TYP TYPICAL

UNEX UNEXCAVATED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VEST VESTIBULE

W WIDE (WIDTH)

W/ WITH

W/O WITHOUT

WF WIDE FLANGE

WL WIND LOAD

WP WORK POINT

WT WEIGHT

WWF WELDED WIRE FABRIC

AB ANCHOR BOLT

ACI AMERICAN CONCRETE

INSTITUTE

AFF ABOVE FINISH FLOOR

AGG AGGREGATE

AISC AMERICAN INSTITUTE OF

STEEL CONSTRUCTION

AL ALUMINUM

ANCH ANCHOR

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL OR

ARCHITECT

AUTO AUTOMATIC

AVG AVERAGE

L ANGLE

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BS BOTH SIDES

BW BOTH WAYS

C CHANNEL (STRUCTURAL

SHEETS)

CF CUBIC FEET

CIP CAST IN PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTION

CONSTR

JT

CONSTRUCTION JOINT

CONT CONTINUOUS

(CONTINUATION)

CU YD CUBIC YARDS

D DEPTH (DEEP)

d PENNY (as in nail - 10d)

DBL DOUBLE

DEMO DEMOLITION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DL DEAD LOAD

DWG DRAWING

DWLS DOWELS

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR

BUILDING

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXIST EXISTING

EXPN EXPANSION

EXT EXTERIOR

F FAHRENHEIT

FD FLOOR DRAIN

FDN FOUNDATION

FIN FINISH

FLR FLOOR

FT FEET (FOOT)

FTG FOOTING

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GRTG GRATING

GWB GYPSUM WALLBOARD

H or HT HEIGHT (HIGH)

HDR HEADER

HK HOOK

HORIZ HORIZONTAL(LY)

HPT HIGH POINT

HS HIGH STRENGTH

ID INSIDE DIAMETER

IN INCH

INSUL INSULATION

INT INTERIOR

KIP or K KILOPOUND (1000 LBS)

KP KICK PLATE

L LENGTH (LONG)

LBS POUNDS

LDG LOADING

LL LIVE LOAD

LLBB LONG LEG BACK TO BACK

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LNTL LINTEL

LONG LONG LONGITUDINAL

LP LOW POINT

LT WT LIGHT WEIGHT

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

1 3" (MIN.) CONCRETE TOPPING W/ 6X6 W2.9XW2.9 W.W.F. OVER

INSULATION (SEE ARCH.) ON 2 1/2" CONCRETE W/ 6X6 W2.9XW2.9

W.W.F. OVER 1 1/2" 22 GA. TYPE 'VL' GALVANIZED METAL DECK (4"

OVERALL DEPTH FOR STRUCTURAL FLOOR BELOW INSULATION).

SEE METAL DECK SCHEDULE FOR MORE INFORMATION.

2 EXISTING CONCRETE COLUMN - FIELD VERIFY

3 EXISTING MASONRY WALL - FIELD VERIFY

4 EXISTING CONCRETE FRAME - FIELD VERIFY

5 EXISTING F&A PRECAST FLOOR SYSTEM - FIELD VERIFY

6 SYMBOL INDICATES MOMENT CONNECTION - REFER TO DETAIL

INDICATED ON PLAN

7 BRIDGE DECK STRUCTURE TO BE REPLACED - SEE BRIDGE

FRAMING PLAN THIS SHEET

8 EXISTING CONCRETE BEAM - FIELD VERIFY

9 EXISTING CONCRETE PIER & FOOTING - FIELD VERIFY

10 EXISTING BRIDGE ABUTMENT - FIELD VERIFY

11 2" MIN. COMPOSITE CONCRETE TOPPING W/ 6X6 W2.9XW2.9 W.W.F.

OVER 6" PRECAST HOLLOWCORE PLANKS

12 STEEL BEAM SHALL TERMINATE EACH SIDE OF EXISTING

CONCRETE BEAM. REFER TO DETAIL 7/S202 FOR CONNECTION AT

EXISTING BEAM.

13 OFFSET STEEL BEAM 1/2" WEST OF GRID LINE A SUCH THAT THE

BEAM IS CONTAINED FULLY WITHIN THE STUD SPACE.

S 00 STRUCTURAL INFO SHEET

S 01 STRUCTURAL NOTES

S101 FIRST FLOOR FRAMING PLAN

S201 TYPICAL DETAILS

S202 DETAILS

METAL DECKING SCHEDULE

LOCATION

DEPTH

(IN.)

GAUGE MIN. I MIN. S FINISH

CONNECTION TO

SUPPORTING MEMBERS

(5/8" DIA. PUDDLE WELD)

SIDE LAPS

(#10 SCREWS)

REMARKS

BREEZEWAY

FLOOR

1 1/2 22 0.143 0.169 GALVANIZED 36/4 PATTERN

(1) SIDE LAP FASTENERS #10 TEK

SCREWS - EA. JOIST SPACE

TYPE "VL"

DATE INITIAL

APPLICABLE CODES AND STANDARDS

1. 2021 INTERNATIONAL BUILDING CODE

2. ACI 318-19 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE

3. AISC 360-16 - SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

4. AISI S100-16 - NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-

FORMED STEEL STRUCTURAL MEMBERS

DESIGN CRITERIA

FLOOR LIVE LOAD PSF

1. BALCONIES 100

2. CORRIDORS - FIRST FLOOR 100

3. STAIRS AND EXIT WAYS 100

ROOF LIVE LOAD PSF

1. ROOF LIVE LOAD (MINIMUM, NON-REDUCIBLE) 20

OTHER LIVE LOADS

1. PARTITIONS (LATERAL LOAD): 5 PSF

2. RAILING (LATERAL LOAD AT TOP): 50 PLF OR 200 LB

ROOF SNOW LOAD

1. GROUND SNOW LOAD (Pg): 35 PSF

2. FLAT-ROOF SNOW LOAD (Pf): 25 PSF

3. DRIFT SNOW LOAD PER ASCE 7-16

4. SNOW EXPOSURE FACTOR (Ce): 1.0

5. SNOW LOAD IMPORTANCE FACTOR (I): 1.0

6. THERMAL FACTOR (Ct): 1.0

WIND DESIGN DATA

1. ULTIMATE DESIGN WIND SPEED (Vult): 107 MPH

2. NOMINAL DESIGN WIND SPEED (Vasd): 83 MPH

3. RISK CATEGORY: II

4. WIND EXPOSURE: CATEGORY C

5. INTERNAL PRESSURE COEFFICIENT (GCpi): +/-0.18

EARTHQUAKE DESIGN DATA

1. SEISMIC IMPORTANCE FACTOR (I): 1.0

2. RISK CATEGORY: II

3. 0.2 SEC SPECTRAL RESPONSE ACCELERATION (SS): 0.0577

4. 1.0 SEC SPECTRAL RESPONSE ACCELERATION (S1): 0.0442

5. SITE CLASS: D

6. 0.2 SEC SPECTRAL RESPONSE COEFFICIENT (SDS): 0.062

7. 1.0 SEC SPECTRAL RESPONSE COEFFICIENT (SD1): 0.071

8. SEISMIC DESIGN CATEGORY: B

STRUCTURAL NOTES

1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE

BUILDING CODE.

2. THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS

A COMPLETED STRUCTURE

A. APPLICATION OF ANY LOADS TO THE PARTIALLY COMPLETED

STRUCTURE SHALL BE CONSIDERED BY THE CONTRACTOR AND SO

INCLUDED IN THE DESIGN OF THE SHORING, BRACING, FORMWORK,

AND ANY OTHER SUPPORTING ELEMENTS PROVIDED FOR

CONSTRUCTION OF THE STRUCTURE.

B. WHERE CONSTRUCTION MATERIAL AND EQUIPMENT ARE TEMPORARILY

STORED ON THE ROOF OR FLOOR FRAMING, THEY SHALL BE

DISTRIBUTED SO THAT THE DESIGN LIVE LOAD AT THE LOADED AREA IS

NOT EXCEEDED.

3. STEEL STABILITY: STRUCTURAL STEEL FRAMING INDICATED IN THESE

PLANS REQUIRES INTERACTION WITH NON-STRUCTURAL STEEL ELEMENTS

FOR STRENGTH AND/OR STABILITY. SEE PLANS FOR SPECIFIC LOCATIONS

OF THESE NON-STRUCTURAL STEEL ELEMENTS WHICH ARE LISTED BELOW:

A. METAL FLOOR DECKING WITH CONCRETE TOPPING

4. DETAILS ON THE DRAWINGS INDICATED AS "TYPICAL" APPLY IN ALL AREAS

WHERE CONDITIONS SIMILAR TO THE DETAIL OCCUR.

5. THE STRUCTURAL DRAWINGS ARE NOT INTENDED FOR USE AS SHOP

ERECTION DRAWINGS. REPRODUCTION OF THESE DRAWINGS IN LIEU OF

PREPARATION OF SHOP ERECTION DRAWINGS SIGNIFIES THE USERS'

ACCEPTANCE THAT ALL INFORMATION SHOWN IS CORRECT AND

APPROPRIATE FOR SHOP DRAWINGS AND THAT THE USER WILL BE FULLY

RESPONSIBLE FOR EXPENSES THAT MAY OCCUR FROM SAID ACCEPTANCE.

6. UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS MADE FOR

FUTURE FLOORS, ROOFS, OR OTHER LOADS.

MATERIAL DATA

CONCRETE AND REINFORCING

1. CONCRETE STRENGTH (f'c @ 28 DAYS) 4,500 PSI

2. CEMENT TYPE: PORTLAND TYPE I

3. AGGREGATES

A. NORMAL WEIGHT, 3/4" MAX. SIZE - ASTM C33

B. PROVIDE AGGREGATES FREE OF MATERIALS WITH DELETERIOUS

REACTIVITY TO ALKALI IN CEMENT, FROM A SINGLE SOURCE WITH

DOCUMENTED SERVICE RECORD DATA OF AT LEAST 10 YEARS

SATISFACTORY SERVICE IN SIMILAR APPLICATIONS AND SERVICE

CONDITIONS USING SIMILAR AGGREGATES AND CEMENTITIOUS

MATERIALS.

4. REINFORCING STEEL ASTM A615, GRADE 60

5. WELDED WIRE FABRIC ASTM A185

6. PREFORMED EXPANSION JOINT (1/2") ASTM D1751

STEEL

1. STRUCTURAL STEEL (WIDE FLANGES) ASTM A992, GRADE 50

2. STRUCTURAL STEEL (ALL OTHER TYPES) ASTM A36

3. STRUCTURAL STEEL PIPE ASTM A53, GRADE B,

SCH. 40

4. STRUCTURAL TUBE ASTM A500, GRADE C

5. BOLTED CONNECTIONS ASTM F3125, GRADE A325N

6. WELDED CONNECTIONS E70XX ELECTRODES

7. WELDED CONNECTIONS (GALVANIZED) E6010 OR E6011

ELECTRODES

8. METAL DECKING ASTM A611 OR

ASTM A653-94

9. LIGHT GAUGE STEEL STUDS/JOISTS

A. 12 TO 16 GAUGE (G60 GALV.) ASTM A1003 GRADE ST50H

(Fy=50 KSI)

B. 18+ GAUGE (G60 GALV.) ASTM A1003 GRADE ST33H

(Fy=33 KSI)

COORDINATION/VERIFICATION

1. CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING

CONDITIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE

PROCEEDING WITH ANY PHASE OF THE WORK.

2. ANY PROPRIETARY STRUCTURAL SYSTEMS THAT ARE COMPOSED OF

COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE

SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND

ERECTION IN ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE

SUPPLIER.

3. CROSS REFERENCE STRUCTURAL DRAWINGS WITH MECHANICAL AND

ELECTRICAL DRAWINGS, AND WITH THE ACTUAL EQUIPMENT SUPPLIED TO

THE PROJECT, FOR THE LOCATION AND SIZE OF ALL SLAB OPENINGS,

SLEEVES, INSERTS, FLOOR DEPRESSIONS, BLOCK-OUTS, CURBS,

ANCHORS, BOLTS, ETC. REQUIRED FOR INSTALLATION.

4. PROVIDE ADEQUATE STRUCTURAL FRAMING AS APPROVED BY THE

ENGINEER FOR ALL REQUIRED MECHANICAL OPENINGS THROUGH SLABS,

WALLS, FLOOR DECK, ETC., AND SUPPORT OF ALL MECHANICAL

EQUIPMENT. OPENINGS SHALL NOT BE PERMITTED THROUGH BEAMS

UNLESS SPECIFICALLY DETAILED BY THE ENGINEER.

5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL SURFACE FINISHES,

DIMENSIONS, AND LOCATIONS OF SLAB DROPS, AND WALL OPENING

REQUIREMENTS.

GEOTECHNICAL

1. BASIS OF DESIGN: THE FOUNDATION SYSTEM DESIGN IS BASED ON THE

PRESUMPTIVE LOAD BEARING VALUES OF SOILS LISTED IN TABLE 1806.2 OF

THE INTERNATIONAL BUILDING CODE.

2. FOUNDATION SYSTEM: SHALLOW FOOTINGS (EXISTING)

3. MAXIMUM ALLOWABLE SOIL BEARING CAPACITY 1,500 PSF

CAST-IN-PLACE CONCRETE

(REFERENCE SPECIFICATION SECTION 033000 IN PROJECT MANUAL)

GENERAL CONCRETE REQUIREMENTS

1. CONCRETE BATCH DESIGN(S) SHALL BE PROPORTIONED AND PRODUCED IN

ACCORDANCE WITH ACI 318, IN PARTICULAR CHAPTER 5, AND ACI 301. MIX

AND DELIVER IN ACCORDANCE WITH ASTM C94.

2. CONCRETE STRENGTH: SEE MATERIAL DATA NOTES & SPECIFICATION

SECTION 033000

3. SLUMP LIMITS: SEE SPECIFICATION SECTION 033000

4. MAXIMUM W/C RATIO: SEE SPECIFICATION SECTION 033000

5. AIR ENTRAINMENT: SEE SPECIFICATION SECTION 033000

6. ADMIXTURES: SEE SPECIFICATION SECTION 033000

7. FLY ASH: SEE SPECIFICATION SECTION 033000

8. CONCRETE TO CONCRETE COLD JOINTS - PROVIDE 1/4" INTENTIONALLY

ROUGHENED SURFACE AT ALL HORIZONTAL JOINTS.

9. EXPOSED CORNERS: PROVIDE A 3/4" CHAMFER AT ALL EXPOSED

CONCRETE CORNERS.

10. CURING: SEE SPECIFICATION SECTION 033000

11. REINFORCING BAR WELDING: ABSOLUTELY NO WELDING OF REINFORCING

BARS OR…