466535 SDARNG AASF - Addendum 1 Drawings_2026-04-16.pdf

SYMBOLS LEGEND

RIGID INSULATION

WOOD ROUGH (CONTINUOUS)

WOOD ROUGH (SPACED)

EARTH

CONCRETE

BLOCK WALL/VENEER

GYPSUM BOARD

PLYWOOD

BATT INSULATION

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO

BE REMOVED

DIMENSION LINE

BREAK LINE

DETAIL INDICATOR

X

X-XX

DETAIL INDICATOR

X

X-XX

X

WALL SECTION

INDICATOR

X

X-XX

X

X-XX

ELEVATION

INDICATOR, EXTERIOR

ELEVATION INDICATOR

CENTER LINE

ELEVATION INDICATOR,

INTERIOR,X-XX

X

X-XX

X

X

X

X

NORTH ARROW

CG

CORNER GUARD

FEC FIRE EXTINGUISHER CABINET

XX KEYNOTE

A GRID LINES

XXX

ROOM

ROOM NAME AND NUMBER

XX

FURNITURE, FIXTURE OR EQUIPMENT,

AND FINISHES INDICATOR

XXX

DOOR OPENING/BORROWED

LIGHT IDENTIFIER

XX DRAWING BLOCK

TITLE, TYPICAL

DRAWING TITLE

XX=XX

XX INTERIOR PARTITION TYPES

NORTH

X

X-XX

BUILDING SECTION

INDICATOR

X

X-XX

DETAIL INDICATOR

X-XX

VICINITY MAP

Address:

Office Phone:

Project Manager:

E-mail:

Michael Albertson mike@albertsonengineering.com

ENGINEER Michael Albertson

600 E. 7th Street Sioux Falls, SD 57103

Address:

605.271.1144Office Phone:

Project Manager:

E-mail:

ARCHITECT Todd Stone

GarryB@stonegrouparch.com

Garry Black

4/

/2

4:

:0

P

M

SDARNG AASF

Permit / Bid Set

04.26.2024

RAPID CITY REGIONAL AIRPORT

AVIATION SUPPORT FACILITY

SHEET INDEX

01 - GENERAL

G-000 COVER SHEET

G-001 ACCESSIBILITY DETAILS

G-002 ACCESSIBILITY DETAILS

G-003 LIFE SAFETY CODE REVIEW

G-004 LIFE SAFETY PLAN - NEW WALL RATINGS

G-005 LIFE SAFETY PLAN - EXISTING WALL RATINGS

03 - STRUCTURAL

S-001 STRUCTURAL GENERAL NOTES

S-002 IBC INSPECTION TABLES

S-003 IBC INSPECTION TABLES CONT.

S-101 PARTIAL FOUNDATION PLAN

S-102 PARTIAL FRAMING PLAN

S-501 DETAILS

S-601 STANDARD DETAILS / SCHEDULES

S-602 STANDARD DETAILS / SCHEDULES

05 - ARCHITECTURAL DEMOLITION

SD-101 FLOOR PLAN-AREA A

SD-102 FLOOR PLAN-AREA B

SD-103 FLOOR PLAN-AREA C

AD-001 EXIST / DEMO PLAN-OVERALL - PHASE PLAN

AD-101 EXIST / DEMO PLAN-OVERALL

AD-110 EXIST / DEMO PLAN-AREA A

AD-111 EXIST / DEMO PLAN-AREA B

AD-112 EXIST / DEMO PLAN-AREA C

AD-120 EXIST / DEMO REFLECTED CEILING PLAN-OVERALL

06 - ARCHITECTURAL

A-001 FLOOR PLAN-OVERALL- PHASE PLAN

A-101 FLOOR PLAN-OVERALL

A-102 FLOOR PLAN-AREA A

A-103 FLOOR PLAN-AREA B

A-104 FLOOR PLAN-AREA C

ABBREVIATIONS

SYMBOLS

# POUND OR NUMBER

& AND

< ANGLE

<< DOUBLE ANGLE

@ AT

d PENNEY

Ø ROUND OR DIAMETER

A

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABV ABOVE

AC ASPHALTIC CONCRETE/AIR CONDITIONER

ACC ACCESSIBLE

ACM ALUMINUM COMPOSITE MATERIAL

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT, ADJOINING

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHJ AUTHORITY HAVING JURISDICTION

ALT ALTERNATIVE

ALUM ALUMINUM

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECT (URAL)

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

B

BD BOARD

BEV BEVELED

BFF BELOW FINISH FLOOR

BL BRICK LEDGE

BLDG BUILDING

BLKG BLOCK (ING)

BM BEAM

BO BOTTOM OF

BOC BOTTOM OF CONCRETE

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT UP ROOFING

C

C CHANNEL/CELSIUS

CAB CABINET

CB CERAMIC BASE

CCW COUNTER CLOCKWISE

CD CONSTRUCTION DOCUMENTS

SHEET INDEX

A-105 ENLARGED FLOOR PLAN-RESTROOMS

A-106 FLOOR PLAN-OVERALL - ALTERNATES

A-107 ADD ALTERNATES

A-108 ADD ALTERNATES

A-110 REFLECTED CEILING PLAN-OVERALL

A-111 REFLECTED CEILING PLAN-AREA A

A-112 REFLECTED CEILING PLAN-AREA B

A-113 REFLECTED CEILING PLAN-AREA C

A-450A INTERIOR ELEVATIONS-AREA A

A-450B INTERIOR ELEVATIONS-AREA A

A-450C INTERIOR ELEVATIONS-AREA A

A-451A INTERIOR ELEVATIONS-AREA B

A-451B INTERIOR ELEVATIONS-AREA B

A-452 INTERIOR ELEVATIONS-AREA C

A-453 CASEWORK-FLIGHT OPS

A-454 CASEWORK-FLIGHT OPS & CORR. 158

A-501 SECTIONS / DETAILS

A-601 SCHEDULES

A-602 SIGNAGE PLAN & SCHEDULE

A-801 FINISH SCHEDULES

A-802 FINISH PLAN

08 - FIRE PROTECTION

FG101 FIRE PROTECTION SYMBOLS LEGEND AND GENERAL

NOTES

FD101 FIRE SUPPRESSION DEMOLITION PLAN-OVERALL

FD103 1ST LEVEL FIRE SUPPRESSION DEMOLITION

PLAN-ALSE MAINTENANCE SUPPORT-AREA B

FX101 1ST LEVEL FIRE SUPPRESSION PLAN-OVERALL

FX102 1ST LEVEL FIRE SUPPRESSION PLAN-ADMIN

TRAINING-AREA A

FX103 1ST LEVEL FIRE SUPPRESSION PLAN-ALSE

MAINTENANCE SUPPORT-AREA B

FX104 1ST LEVEL FIRE SUPPRESSION PLAN-FLIGHT

OPERATIONS-AREA C

F-401 FIRE SUPPRESSION LARGE-SCALE DEMOLITION PLANS

F-402 FIRE SUPPRESSION LARGE-SCALE PLANS

F-403 FIRE SUPPRESSION ISOMETRICS

09 - PLUMBING

PD001 PLUMBING FOUNDATION DEMOLITION PLAN

PD101 1ST LEVEL PLUMBING DEMOLITION PLAN-OVERALL

PL001 OVERALL FOUNDATION PLUMBING PLAN

PL002 FOUNDATION PLUMBING PLAN-ADMIN TRAINING-AREA

A

PL003 FOUNDATION PLUMBING PLAN-ALSE MAINTENANCE

SUPPORT-AREA B

PL004 FOUNDATION PLUMBING PLAN-FLIGHT

OPERATIONS-AREA C

PL101 OVERALL 1ST LEVEL PLUMBING PLAN

PL102 1ST LEVEL PLUMBING PLAN-ADMING TRAINING-AREA-A

PL103 1ST LEVEL PLUMBING PLAN-ALSE MAINTENANCE

SUPPORT-AREA B

PL104 1ST LEVEL PLUMBING PLAN-FLIGHT

OPERATIONS-AREA C

P-201 PLUMBING RISERS

P-301 PLUMBING FIXTURES

P-501 PLUMBING DETAILS & SCHEDULES

10 - MECHANICAL

SHEET INDEX

MG101 MECHANICAL SYMBOLS LEGEND AND GENERAL

NOTES

MD101 1ST LEVEL HVAC DEMOLITION PLAN-OVERALL

MD102 1ST LEVEL HVAC DEMOLITION PLAN-ADMIN

TRAINING-AREA A

MD103 1ST LEVEL HVAC DEMOLITION PLAN-ALSE

MAINTENANCE SUPPORT-AREA B

MD104 1ST LEVEL HVAC DEMOLITION PLAN-FLIGHT

OPERATIONS-AREA C

MD105 1ST LEVEL MECHANICAL PIPING DEMOLITION

PLAN-OVERALL

MD106 1ST LEVEL MECHANICAL PIPING DEMOLITION

PLAN-ADMIN TRAINING-AREA A

MD107 1ST LEVEL MECHANICAL PIPING DEMOLITION

PLAN-ALSE MAINTENANCE SUPPORT-AREA B

MD108 1ST LEVEL MECHANICAL PIPING DEMOLITION

PLAN-FLIGHT OPERATION-AREA C

MD109 ROOF MECHANICAL DEMOLITION PLAN-OVERALL

MH101 1ST LEVEL HVAC PLAN-OVERALL

MH102 1ST LEVEL HVAC PLAN-ADMIN TRAINING-AREA A

MH103 1ST LEVEL HVAC PLAN-ALSE MAINTENANCE

SUPPORT-AREA B

MH104 1ST LEVEL HVAC PLAN-FLIGHT OPERATIONS-AREA C

MH105 ROOF MECHANICAL PLAN-OVERALL

MP101 1ST LEVEL MECHANICAL PIPING PLAN-OVERALL

MP102 1ST LEVEL MECHANICAL PIPING PLAN-ADMIN

TRAINING-AREA A

MP103 1ST LEVEL MECHANICAL PIPING PLAN-ALSE

MAINTENANCE SUPPORT-AREA B

MP104 1ST LEVEL MECHANICAL PIPING PLAN-FLIGHT

OPERATION-AREA C

M-501 MECHANICAL DETAILS

M-701 MECHANICAL SCHECULES

11 - ELECTRICAL

EG101 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES

ED101 OVERALL 1ST LEVEL ELECTRICAL DEMOLITION PLAN

ED102 1ST LEVEL ELECTRICAL DEMOLITION PLAN-ADMIN

TRAINING-AREA A

ED103 1ST LEVEL ELECTRICAL DEMOLITION PLAN-ALSE

MAINTENANCE SUPPORT-AREA B

ED104 1ST LEVEL ELECTRICAL DEMOLITION PLAN-FLIGHT

OPERATION-AREA C

EL101 1ST LEVEL LIGHTING PLAN-OVERALL

EL102 1ST LEVEL LIGHTING PLAN-ADMIN TRAINING-AREA A

EL103 1ST LEVEL LIGHTING PLAN-ALSE MAINTENANCE

SUPPORT-AREA B

EL104 1ST LEVEL LIGHTING PLAN-FLIGHT OPERATIONS-AREA

C

EP101 1ST LEVEL POWER PLAN-OVERALL

EP102 1ST LEVEL POWER PLAN-ADMIN TRAINING-AREA A

EP103 1ST LEVEL POWER PLAN-ALSE MAINTENANCE

SUPPOERT-AREA B

EP104 1ST LEVEL POWER PLAN-FLIGHT OPERATIONS-AREA C

EY101 OVERALL 1ST LEVEL SPECIAL SYSTEMS PLAN

EY102 1ST LEVEL SPECIAL SYSTEM PLAN-ADMIN

TRAINING-AREA A

EY103 1ST LEVEL SPECIAL SYSTEM PLAN-ALSE

MAINTENANCE SUPPORT-AREA B

EY104 1ST LEVEL SPECIAL SYSTEM PLAN-FLIGHT

OPERATIONS-AREA C

E-501 ELECTRICAL DETAILS

E-701 ELECTRICAL SCHEDULES

TOTAL SHEET COUNT: 112

ABBREVIATIONS

CEM CEMENT

CF CUBIC FEET OR FOOT

CG CORNER GUARD

CH CHANNEL

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL/CONSTRUCTION JOINT

CL CENTER LINE

CLKG CAULKING

CLO CLEAR, CLEARANCE

CMU CONCRETE MASONRY UNIT

CO CHANGE ORDER/CLEANOUT

COL COLUMN

COMB COMBINATION

COMP COMPOSITE/COMPOSITION

CONC CONCRETE

CONN CONNECT (ION)

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUE

CONTR CONTRACT (OR)

COORD COORDINATE

CORR CORRUGATED/CORRIDOR

CPPT CARPET TILE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

CTB CARPET TILE BASE

CTR CENTER

D

D DEPTH

DBL DOUBLE

DEMO DEMOLITION, DEMOLISH

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISP DISPENSER

DN DOWN

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING (S)

DWR DRAWER

DWTR DUMBWAITER

E

(E) EXISTING

E EAST

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELVE ELEVATOR

EMER EMERGENCY

ENGR ENGINEER

ENL ENLARGED

ABBREVIATIONS

EOP EDGE OF PAVEMENT

EPDM ETHYLENE PROPYLENE DIENE TERPOLYMER

MEMBRANE

EPS EXPANDED POLYSTYRENE BOARD

EPT EPOXY PAINT

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

ETR EXISTING TO REMAIN

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXC EXCAVATE/EXCAVATION

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION/EXPOSED

EXT EXTERIOR

F

FA FIRE ALARM

FAB FABRICATE/FABRICATION

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FIN FINISH (ED)

FLR FLOOR (ING)

FLUOR FLUORESCENT

FO FACE OF

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FR FIRE RESISTANT/FRAME

FRP FIBERGLASS REINFORCED PANEL

FS FLOOR SINK

FT FOOR, FEET/FIRE TREATED

FTG FOOTING

FURN FURNISH

FUT FUTURE

G

GA GAGE, GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GI GALVANIZED IRON

GL GLASS

GLU LAM GLUE LAMINATED (BEAM)

GWB GYPSUM WALL BOARD

GYP BD GYPSUM

H

HB HOSE BIB

HC HANDICAP / HOLLOW CORE

ABBREVIATIONS

HD HEAVY DUTY

HDBD HARDBOARD

HDR HEADER

HM HOLLOW METAL

HORZ HORIZONTAL

HR HOUR

HT HEIGHT

HVAC HEATING, VENTILATION, AIRCONDITIONING

I

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID INSIDE DIAMETER/DIMENSION

IFC INTERNATIONAL FIRE CODE

IN INCH (ES)

INCL INCLUDE (D), INCLUDING

INFO INFORMATION

INSP INSPECTION

INSTR INSTRUCTION (S)

INSUL INSULATE (D), INSULATION

INT INTERIOR

J

JAN JANITOR

JST JOIST

JT JOINT

K

KCJ KEYED CONSTRUCTION JOINT

KO KNOCK OUT

L

L LENGHT / ANGLE

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND

LF LINEAR FEET

LH LEFT HAND

LKR LOCKER

LOC LOCATION

LONG LONGITUDINAL

LT LIGHT

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MECH MECHANICAL

MEMB MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURE (R)

MIN MINIMUM

MISC MISCELLANEOUS

MNTG MOUNTING

MO MASONRY OPENING

ABBREVIATIONS

MR MIRROR

MTL METAL

N

(N) NEW

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED / CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED / OWNER INSTALLED

OH OVERHEAD

OPG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OZ OUNCE

P

PAR PARALLEL

PCF POUNDS PER CUBIC FOOT

PED PEDISTAL

PERF PERFORATED

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLMG PLUMBING

PLYWD PLYWOOD

PNL PANEL

PR PAIR / PROPOSAL REQUEST

PRCST PRECAST

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT / PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTICAL

PVC POLYVINYL CHOLORIDE

Q

QT QUARRY TILE

R

R RADIUS / RISER

RB RUBBER BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCING BAR

REC RECESSED

REF REFERENCE / REFRIGERATOR

ABBREVIATIONS

REINF REINFORC (D), (ING), (MENT)

REQ REQUIRE

REQD REQUIRED

RES RESILIENT FLOORING

RET RETURN

REV REVISION (S), REVISED

RFG ROOFING

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RL RIDGE LINE

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RVS REVERSE (SIDE)

RWL RAIN WATER LEADER

S

S SOUTH

SB SPLASH BACK

SC SOLID CORE

SCHED SCHEDULE

SCR SHOWER CURTAIN ROD

SCT SECTION

SD SOAP DISPENSER

SF SQUARE FOOT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SLDG SLIDING

SLNT SEALANT

SND SANITARY NAPKIN DISPENSER

SNX SANIARY NAPKIN DISPOSAL

SOG SLAB ON GRADE

SPEC SPECIFICATION (S)

SQ SQUARE

SSM SOLID SURFACE MATERIAL

SST STAINLESS STEEL

ST STREET

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

SW SHEARWALL

SYM SYMMETRICAL

T

T TREAD

T&B TOP & BOTTOM

T&G TOUNGE AND GROOVE

TB TOWEL BAR

TBD TO BE DETERMINED

TEMP TEMPORARY / TEMPERED

TER TERRAZZO

TFE TOP FOOTING ELEVATION

THD THREAD (ED) (S)

ABBREVIATIONS

THK THICKNESS

THRU THROUGH

TKBD TACKBOARD

TL TILE

TO TOP OF

TOB TOP OF BEAM

TOC TOP O F CONCRETE/CURB

TOD TOP OF DECK

TOF TOP OF FOOTING (FOUNDATION)

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PIER

TOS TOP OF SLAB/STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPO THERMOPLASTIC POLYOLEFIN

TPTN TOILET PARTITION

TRANS TRANSVERSE

TS TUBE STEEL

TYP TYPICAL

U

UG UNDERGROUND

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V

V SHEAR

VAR VARIES

VB VAPOR BARRIER

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VR VAPOR RETARDER

VWC VINYL WALL COVERING

W

W WEST/WIDTH

W/ WITH

W//O WITHOUT

WA WEDGE ACHOR

WB WOOD BASE

WC WATER CLOSET

WD WOOD/WOODWORK

WDW WINDOW

WF (W) WIDE FLANGE

WG WALL GUARD

WH WATER HEATER

WI WROUGHT IRON

WL WIND LOAD

WP WATERPROOF (ING)

WR WATER RESISTANT

WSCT WAINSCOT

WT WEIGHT / WINDOW TREATMENT

WWF WELDED WIRE FABRIC

PROJECT LOCATION

MEP ENGINEER

Address:

Office phone:

Mechanical Engineer:

Email:

Electrical Engineer:

Email:

12700 West Dodge Road Omaha, NE 69154

402-330-5900

Joseph D. Bannwarth jbannwarth@farris-usa.com

Robert J. Hotovy rhotovy@farris-usa.com

SD-44

NO. ISSUE LOG DATE

1 Permit / Bid Set 04-26-2024

2 Addendum 1 04-16-2026

Figure 302.2 Carpet Pile Height

Figure 303.2 Vertical Change in Level

1/ 2" m ax

1/ 4" m ax

Figure 302.3 Elongated Openings in Floor or

Ground Surfaces d ir ec ti o n o f tr av el lo n g d im d o m in an t p er p in d ic u la r to

1/2" max dominant direction of travel

Figure 303.3 Beveled Change in Level

1/

1/

1/

1/

Figure 304.3.1.2 Circular Turning Space - Existing

Buildings Size and Overlap

Figure 304.3.1.1 Circular Turning Space - New Buildings Size and Overlap m ax

Overlap of knee and toe clearance Overlap of knee and toe clearance

6.

2.

m ax

P er ø 5'-7" min ø 5'-0" min

Figure 304.3.2.2 T-Shaped Turning Space New Buildings - Size and Overlap ar m ar m base

Figure 304.3.2.1(A) T-Shaped Turning Space New Buildings - Option 1 ar m ar m base

68" min min

16" min

36" min

16" m in m in36 m in

Figure 304.3.2.1(B) T-Shaped Turning Space New Buildings - Option 2 ar m ar m base

64" min min

11" min

42" min

11" m in m in m in

Figure 304.3.2.1(C) T-Shaped Turning Space New Buildings - Option 3 ar m ar m base

64" min min

12" min

40" min

12" m in m in m in

60" min min

12" min

36" min

12" m in36 m in m in

Figure 305.3.2 Clear Floor or Ground

Space- Existing Buildings

Figure 305.5 Position of Clear Floor or Ground Space

Figure 305.7.1 Maneuvering Clearance in an

Alcove, Forward Approach

Figure 305.7.2 Maneuvering Clearance in an

Alcove, Parallel Approach

(a) forward

(b) parallel

Figure 305.3.1 Clear Floor or Ground Space- New Buildings

52" min m in

48" min m in

30" min m in

48" min m in

36" min

X

4"

60" min

X

5"

Figure 306.2 Toe Clearance

Figure 306.3 Knee Clearance

(b) plan

(a) elevation

9"

6" max m in

17"- 25"

(b) plan

(a) elevation m in

25" max

11" min

8" min m in

Figure 307.2 Limits of Protruding Objects

4" max

X

7"

X

0"

Figure 307.3 Post-Mounted Protruding Objects

(b)(a)

0"

12" max 12" max m ax X > 12"

X > 12" m in

Figure 307.4 Vertical Clearance

M ax

X

Figure 308.3.1 Unobstructed Side Reach

Figure 308.3.2 Unobstructed High Side Reach

Figure 308.2.2 Obstructed High Forward Reach

Figure 308.2.1 Unobstructed

Forward Reach

(a) (b)

(b)(a) m in m ax m ax

20" max m ax

20"- 25" max

10" max m in m ax

10" max 10" - 24" max m ax m ax m ax m ax

B U

IL

D

IN

G

B L

O C

K S

Figure 403.5.2 Clear Width at Turn Existing Buildings

Figure 403.5.1 Clear Width of an Accessible Route

(a) 180 degree turn

(b) 180 degree turn

(Exception)

Figure 403.5.2.1 Clear Width at Turn

(A) 180 degree turn

New Buildings - Option 1 m in

(B) 180 degree turn

New Buildings - Option 2 m in

(C) 180 degree turn

New Building - Option 3 m in

38" min m in

36" min m in

Figure 403.5.3.1 Clear Width At 90-Degree Turn

36" min m in

4" min 28" min

4" m in m in

Figure 403.5.3.2 Clear Width At 90-Degree Turn

Existing Buildings

36" min m in

Figure 403.5.3.1 Clear Width At 90-Degree Turn

Existing Buildings

36" min m in

36" min

X<52"

36" min 42" min

X<52"

42" min 43" min

X<52"

43" min m in m in

42" min

X<48"

42" min 36" min

X<48"

36" min

32" min

36" min

32" min

36" min m ax m in m ax

(a) 90 degree trun

New Building - Option 1

(b) 90 degree trun

New Building - Option 2

(c) 90 degree trun

New Building - Option 3

A C

C E

S S

IB

L

E R

O U

T E

S

Figure 405.7 Ramp Landings landing landingramp run ramp run landing ra m p ru n

(a) straight

(b) change in direction

60" Min 60" Min 60" Min

M in

Figure 405.9.1 Extended Floor or Ground Surface

Edge Protection

Figure 405.9.2 Curb or Barrier Edge Protection

Figure 406.2 Counter Slope of Surfaces Adjacent to Curb Ramps curb ramp slope adjoining surface maximum slope

Figure 406.3 Sides of Curb Ramps flared sides 1:10 max slope slope slope

Figure 406.2 (A) Perpendicular Curb Ramp

Where a pedestrian circulation path crosses, flared sides sloped 1:10

48" Min

M in

Curb of ramp flares painted if adjacent curb is painted (Section 406.5.6)

Building or sidewalk edge

Figure 406.2 (B) Perpendicular Curb Ramp

M in

48" Min Building or sidewalk edge

Planting area Planting area

Figure 406.3

(A) Parallel curb ramp

M in

48" Min Building or sidewalk edge

Figure 406.3

(B) Parallel curb ramp

Building or sidewalk edge

Planting area

M in

48" min

Figure 406.4 Landings at the Top of Curb Ramps

Figure 406.6 Diagonal or Corner Type Curb Ramps

Figure 406.7 Islands in Crossings

(a) cut through an island

(b) curb ramp at island

24" Min

24" Min

48" Min at least as wide as curb ramp

Figure 705.6 (A) Extent of Detectable Warning-

Perpendicular m in m in

Figure 705.6 (B) Extent of Detectable Warning-

Returnd Curb

Figure 705.6 (C) Extent of Detectable Warning-

Parallel m in

(section 403.5)

32" -36" min

M in at least as wide as curb ramp

M in

36" Min full width of the curb ramp full width of the curb ramp at least as wide as ramp run

12" Min 12" Min

X < 4"

C U

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R A

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ACCESSIBILITY DETAILS

Permit / Bid Set

NO. ISSUE LOG DATE

1 Permit / Bid Set 04-26-2024

Figure 611.4 Height of Laundry

Compartment Opening

(a) top loading

(b) front loading m ax

Figure 604.2 Water Closet

Location

(a) wheelchair accessible water closets

(b) ambulatory accessible

Water closets

Figure 604.3.1 Size of Clearance at

Water Closets

Figure 604.3.2 (exception) Overlap of Water Closet Clearance in Residential

Dwelling Units

Figure 604.5.1 Side Wall Grab Bar at

Water Closets

Figure 604.5.2 Rear Wall Grab Bar at Water Closets

Figure 1104.11.1.1 Swing-up Grab Bar for Water Closet

Figure 604.7 Dispenser Outlet Location

Figure 604.8.1.2 Wheelchair Accessible Toilet

Compartment Doors

Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance

Figure 604.8.2 Ambulatory Accessible

Toilet Compartment

Transfer Side comply with section 609.3

(a) adult wall hung water closet

(b) adult floor mounted water closet and children's water closet

(b) elevation children

(a) elevation adult

(c) plan alternate door location

Figure 604.9.2.3 Wheelchair Toilet Compartments Alternate

Wheelchair Toilet Compartment m in

60" min

Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartments m in

60" min m in

60" min 42 m in

4" max

4" m ax m in m in

35" - 37"

6" m in

6" min

6" min

9" m in m in6" min

Partition m in m ax7" - 9"

18" min 18" min

15 3/4" 15 3/4"36" min

24" min min

12" 12" max 42" min

54" min

42" m in

39" - 41" m in m in

60" min

18" min m in

60" min

16" - 18"

17" - 19"

P L

U M

B

IN

G E

L E

M E

N T

S A

N D

F A

C

IL

IT

IE

S

Figure 602.2.1 (A) Clear Floor Space at Wheelchair Drinking

Fountains

Figure 602.2.1 (B) Clear Floor Space at Wheelchair Drinking Fountains Primarly for

Children's use Exception

Children Adults

Figure 602.2.3 Wheelchair Drinking

Fountain Spout Height and Location

-4 m ax

-4 m ax

Figure 602.3.2 Standing use Drinking Fountain Spout Height and Location

Figure 602.3.3 Drinking Fountain

Spout Location m ax m ax

Children Adults

5" max (602.2.4)

15" min for Adults

D R

IN

K

IN

G

F O

U N

T A

IN

S

Figure 609.2.2 Grab Bar Non-Circular Cross Section

4" - 4.8" perimeter

2" m ax 2" max

(a) (b)

Figure 607.2 Clearance for Bathtubs

Figure 607.4.1 Grab Bars for Bathtubs with

Permanent Seats

Figure 607.4.2 Grab Bars for Bathtubs with Removable In-Tub Seats

Figure 607.5 Bathtub Control

Location

Figure 610.2 Bathtub Seats back wall head end wallcontrol end wall back wall head end wall control end wall

(b) plan back wall head end wall control end wall back wall head end wall control end wall

(a) removable in-tub seat

(b) permanent seat control end wall

(a) Removable In-Tub seat

(b) Permanent seat

(a) elevation

(b) plan

Length of Bathtub m in

Length of Bathtub 12" min m in

(a) elevation

8"

0"

15" max12" max m in

8"

0" m in

24" min

12" max 24" max m in

15" min15" - 16"

Figure 608.3.1 Grab Bars for Transfer-

Type Showers

Figure 608.3.2 Grab Bars for Standard Roll-In Type Showers

Figure 608.3.3 Grab Bars for Alternate Roll-In Type Showers seat wall control wall back wall back wall side wall side wall back wall back wall front wall side wall side wall side wall side wall

(b) with seat

Figure 608.2.1.2(B) Transfer-Type Shower Compartment Clearances

New Buildings- Option 2 seat wall control wall back wall

52" max m ax

4" max

Figure 608.2.1.2(C) Transfer-Type Shower Compartment Clearances

Existing Buildings- Option 2 seat wall control wall back wall m ax

48" max

18"

4" M ax

6" m ax

6" m ax

6" max 6" max

6" max6" max

6" m ax

Figure 608.5.1 Transfer-Type Shower Compartment Control

Location

Figure 608.5.2 Standard Roll-In Type Shower Compartment

Control Location

Figure 608.5.3 Alternate Roll-In Type Shower Compartment Control Location

Figure 609.3 Spacing of Grab Bars side wall back wall can be located on any wall of shower

(a) without seat

(b) with seat

(a) projecting objects

(b) recessed objects side wall back wall

(a) with seat

(elevation)

(b) with seat

(elevation)

(d) with seat

(plan)

(c) without seat

(plan) side wall side wall side wall side wall back wallback wall front wall front wall

15" max m in m ax m in m ax m ax

Figure 610.3 Extent of Seat

Figure 610.3.1 Rectangular Shower Seat

Figure 610.3.2 L-Shaped Shower Seat seat wall seat wall

(a) size

(b) distance from wall seat wall

(a) rectangular

(b) L-shaped compartment entry compartment entry

15" max m in

1/

2" m ax

3" m ax

3" m ax

(a) without seat

2 1/2" max

15" - 16"

1/

2" m ax

2 1/2" max15" - 16"

22" - 23"

1/

2" m ax m in m ax

27" max m in m ax m in

6" m ax

6" max

" T U

B S

A N

D S

H O

W E

R S

Figure 703.6.1 Pictogram Field

MEN not in pictogram field

6" M in

Figure 705.1 Size and Spacing of Truncated Domes base diameter of 0.9"-1.4" top diameter of 50%-65% of the base diameter

(a) elevation (enlarged)

(b) plan

.6 5"

M in

1.6" - 2.4"

1.

6"

.4

Figure 707.6.2 Numeric Key Layout

(a) 12-key ascending

(b) 12-key descending

1 2 3

4 5 6

7 8 9

* 0 #

7 8 9

4 5 6

1 2 3

* 0 #

Figure 703.2.5 Height of Raised

Characters

LIBRARY

5/ 8"

"0.

2"

Figure 703.3.1 Braille Measurement single braille cell blank cell space between words raised dot no raised dot

Figure 703.3.2 Position of Braille

AREA OF

REFUGE

3/ 8" m in

3/ 8" m in

Figure 703.7.2.1 International Symbol of Accessibility

Figure 703.7.2.2 International TTY Symbol

Figure 703.7.2.3 Volume-Controlled Telephone

Figure 703.7.2.4 International Symbol of Access for

Hearing Loss

Figure 704.2.1.1 Parallel Approach to

Telephone

Figure 704.2.1.2 Forward Approach to

Telephone

Figure 703.4.1 Height of Tactile Characters

Above Floor or Ground

Figure 703.4.2 Location of Tactile Signs at Doors

AREA OF

REFUGE

centered on tactile characters

AREA OF

REFUGE

.00

M ax

M ax

M in

M ax

18" Min

M in distance between corresponding dots from one cell directly below distance between dots in the same cell distance between corresponding dots in adjacent cells distance between dots in the same cell base diameter

C O

M M

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SHEET TITLE:

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ISSUE DATE:

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SHEET NUMBER:

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1 2 3 4

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ACCESSIBILITY DETAILS

Permit / Bid Set

SHEET TITLE:

CHECKED BY:

PROJECT NO.:

ISSUE DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:

A

B

D

1 2 3 4

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A

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C

1 2 3 4 5

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JH/JD

JM

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A C

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Y

S D

A R

N G

A A

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ID

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LIFE SAFETY CODE REVIEW

Permit / Bid Set

HORIZONTAL BUILDING SEPARATION

ALLOWANCE

NA NA 510.2 FOR

REQUIREMENTS

INCIDENTAL USES SEPARATION IF REQUIRED NA NA TABLE 509

SEPARATION OF OCCUPANCIES IF REQUIRED H AND B EXISTING 1 HOUR RATED WALLS TABLE 508.4

ALLOWABLE AREA NA NA TABLE 506.2

SPRINKLER SYSTEM FULL SPRINKLER SYSTEM NFPA 13

ALLOWABLE NUMBER OF STORIES ABOVE

GRADE PLANE

NA TABLE 504.4

ALLOWABLE BUILDING HEIGHT IN FEET

ABOVE GRADE

NA NA TABLE 504.3

BUILDING CONSTRUCTION TYPE II-A TABLE 503

ADDRESS IDENTIFICATION ON STREET SIDE, AT MAIN DOOR. 501.2

BUILDING HEIGHTS & AREAS SPRINKLER SYSTEM INSTALLED IBC CHAPTER 5

SPECIALTY OCCUPANCY REQUIREMENTS (PARKING GARAGE INFORMATION?) IBC CHAPTER 4

B,S,H-4

OCCUPANCY GROUP IBC CHAPTER 3

BUILDING CLASSIFICATION

HEIGHT NA NA

LOT FRONTAGE NA NA

STREET SIDE YARD NA NA

SIDE NA NA

REAR NA NA

FRONT NA NA

SETBACKS REQ

ZONING

CHAPTER

NUMBER OF VAN ACCESSIBLE STALLS

REQUIRED

NA

NUMBER OF ACCESSIBLE STALLS REQUIRED NA

NUMBER OF STALLS REQUIRED NA NA

PARKING REQ:

ZONING

CHAPTER

IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 1/3

PERMIT REQ'D Y/N: YES

ZONE: PUD

AHJ: State of South Dakota

* STATE AND LOCAL ORDINANCES AS APPLY

* AMERICANS WITH DISABILITIES ACT (ADA) 2010

* AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI 117.1) 2003

* UNIFORM PLUMBING CODE 2015

* NFPA 13 (Exeption 8.14.1.2)

* NATIONAL ELECTRICAL CODE (NEC) 2020

* INTERNATIONAL FIRE CODE 2015

* INTERNATIONAL FUEL GAS CODE 2015

* INTERNATIONAL MECHANICAL CODE 2015

APPLICABLE CODES: * INTERNATIONAL BUILDING CODE (IBC) 2021

SITE AREA: MULTI BUILDING SITE

SITE ADDRESS: Army Aviation Support Facility - Rapid City Airport, SD Rapid City, SD

PARCEL NO: GOV'T LOT 1 SEC. 20-99-36 SD Nat. Guard

South Dakota Army Reserve National Guard CFMO# 466535

PROJECT NO: 221060

CODE REVIEW

CARBON MONOXIDE DETECTORS EXISTING

4TH FLR NA NA

3RD FLR NA NA

2ND FLR EXISTING EXISTING

1ST FLR EXISTING EXISTING

NUMBER OF FEC REQUIRED PER FLR

MAX TRAVEL DISTANCE TO FEC 75 FEET >75 FEET TABLE 906.3(1)

MAXIMUM FLOOR AREA FOR

EXTINGUISHER

11,250 SQ FT >11,250 SQ FT

MAXIMUM FLOOR AREA PER UNIT OF

CLASS A

3,000 SQ FT >3,000 SQ FT

MINIMUM RATED SINGLE EXITNGUISHER EXT TYPE = 2A EXISTING NFPA 10

FIRE EXTINGUISHER REQUIREMENTS

FIRE DEPARTMENT ACCESS WITHIN 300 FT OF ALL PORTIONS OF THE FIRST

FLOOR OF THE BUILDING

EXISTING

AUTOMATIC SPRINKLER SYSTEM FULL FULL 13 TABLE 903.2

FIRE PROTECTION SYSTEMS REVIEW INTERNATIONAL FIRE CODE (IFC) IBC CHAPTER 9

INTERIOR FINISHES IBC CHAPTER 8

DRAFT STOPS IN ATTIC NA 717.4.3

DRAFT STOPS IN FLOORS NA 717.3.3

FIRE WALL 706.1 MOST RESTRICTIVE OCCUPANCY SHALL

GOVERN IF FIRE WALLS ARE REQUIRED

706.1

MAXIMUM AREA OF EXTERIOR WALL

OPENINGS

UNLIMITED (EXCEEDS 30'-0" AND IS FULLY

SPRINKLED BUILDING)

TABLE 705.8

FIRE WALLS REQUIRED (Y/N) NO SECTION 706

TABLE 705.8

BUILDINGS ON THE SAME LOT (Y/N) YES, USE LINE SECTION 705.3

30 FEET OR GREATER 20 FEET TABLE 705.2

GREATER THAN 3 FEET TO LESS THAN

30 FEET

24 INCHES PLUS 8 INCHES FOR EVERY FOOT OF

FSD BEYOND 3 FEET OR FRACTION THEREOF

TABLE 705.2

GREATER THAN 2 FEET TO 3 FEET 24 INCHES TABLE 705.2

O FEET TO 2 FEET PROJECTIONS NOT PERMITTED PROJECTIONS FROM WALLS OF TYPE I OR TYPE II

CONSTRUCTION SHALL BE OF NONCOMBUSTIBLE

MATERIALS OR COMBUSTIBLE MATERIALS AS

ALLOWED BY SECTIONS 1406.3 & 1406.4

TABLE 705.2

EXTERIOR PROJECTIONS NON-RATED TABLE 705.2

SYSTEM IN PLACE SPRINKLER SYSTEM INSTALLED

FIRE & SMOKE PROTECTION IBC CHAPTER 7

JOINING DOORS NA

UNIT DOORS NA

RATED WALL OPENINGS AT CORRIDORS

SHAFT WALL 1 NA

ELEVATOR 1 NA

STAIRS 1 CMU

CORRIDOR RATING 1 CMU

ROOF CONSTRUCTION 1

FLOOR CONSTRUCTION 1 NA

NON BEARING WALLS AND PARTITIONS -

INTERIOR

TABLE 601

NONBEARING WALLS AND PARTITIONS -

EXTERIOR

Less than 30' requires 1 hour, greater than 30' requires no rating. TABLE 602

INTERIOR 1 CMU TABLE 601

EXTERIOR 1 TABLE 601

BEARING WALLS 1 CMU

PRIMARY STRUCTURE 1 CMU TABLE 601

CONSTRUCTION TYPE: II-A IBC CHAPTER 6

IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 2/3

See Chapter 6 for Rated assemblies

UL-RATED SYSTEMS AND DESIGN

NUMBER SEE WALL TYPE LEGEND / BUILDING SECTIONS

SOUND TRANSMISSION EXISTING SECTION 1207

LABELING FIRE WALLS LABEL ALL FIRE WALLS ABOVE ALL ACT CEILINGS. SECTION 703.7

MISCELLANEOUS INFORMATION

SPECIALTY REQUIREMENTS NONE

REQUIRED? NA

ELEVATORS & CONVEYING SYSTEMS CHAPTER 30

SERVICE SINK 1 1 TABLE 2902.1

DRINKING FOUNTAINS 1 PER 100 = 3 2 TABLE 2902.1

LAVATORIES - FEMALE 1 PER 40 = 4 4

LAVATORIES - MALE 1 PER 40 = 4 7 TABLE 2902.1

WATER CLOSETS - FEMALE 1 PER 25 = 6 4

WATER CLOSETS - MALE 1 PER 25 = 6 15 TABLE 2902.1

OCCUPANCY # 255

MINIMUM NUMBER OF REQUIRED

PLUMBING FIXTURES

REQUIRED TYPE OF FIXTURES PROVIDED TYPE OF FIXTURE TABLE 2902.1

PLUMBING SYSTEMS CHAPTER 29

SPECIAL OCCUPANCIES NONE SECTION 1108

ACCESSIBLE SHOWER UNITS 2 2 ROLL-IN SHOWERS TABLE

1107.6.1.1

ACCESSIBLE ROUTES AT LEAST ONE ACCESSIBLE ROUTE. PROVIDED. SECTION 1107.4

ACCESSIBLE PARKING SPACES EXISTING EXISTING TABLE 1106.1

ACCESSIBLE ENTRANCES MINIMUM 60% 2 /3 ENTRANCES ARE ACCESSIBLE SECTION 1105

ACCESSIBLE ROUTE AT LEAST ONE ACCESSIBLE ROUTE. MAIN DOOR ON STREET SIDE. SECTION 1104

REQUIREMENTS APPLICABLE EXCEPTIONS? NONE SECTION 1103

ACCESSIBILITY 68 UNITS CHAPTER 11

DEAD END CORRIDOR LENGTH 50'-0" SEE CODE PLANS 1020.4

MAX COMMON PATH OF TRAVEL 75'-0" SEE CODE PLANS TABLE 1006.3.2

H-4 = 75'

ALLOWABLE EXIT ACCESS TRAVEL

DISTANCE

B = 100' TABLE 1017.2

AREA OF REFUGE REQUIRED NO FULLY SPRINKLED BUILDING SECTION 1009

MEANS OF EGRESS ILLUMINATION

REQUIRED?

YES SEE SECTION

MINIMUM NUMBER OF EXITS OR ACCESS

TO EXITS PER STORY

Existing Existing TABLE 1006.3.1

SPECIAL EXCEPTIONS NONE 1006.2

ONE EXIT REQUIRED? Existing Existing TABLE 1006.2.1

NUMBER OF EXITS & EXIT ACCESS

DOORWAYS REQUIRED

2 (IN AREAS WITH MORE THAN 50 OCC.) Teaching rooms SECTION 1006

MINIMUM CORRIDOR WIDTH 44" Existing TABLE 1020.2

DOOR SWINGS ≥ 50 OCCUPANT = SWING IN DIRECTION OF

TRAVEL

DOORS (multiply by 0.2 inches/occupant) SEE CODE PLANS 1005.7.1

STAIRWAYS (multiply by 0.3 inches/occupant - sprinkled throughout)

SEE CODE PLANS 1005.3.1

MEANS OF EGRESS SIZING

Aircraft Hanger 500 gross Existing

Assembly 15 net Existing

Business 150 gross Existing

LIST TYPE LIST FACTOR TOTAL OCCUPANTS TABLE 1004.1.2

OCCUPANCY LOAD - FUNCTION OF SPACE

(LIST BELOW)

OCCUPANT LOAD FACTOR

MEANS OF EGRESS IBC CHAPTER 10

IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 3/3

NO. ISSUE LOG DATE

1 Permit / Bid Set 04-26-2024

2 Addendum 1 04-16-2026

UP

DN

16.2"

60.0"

16.2"

30.0"

16.2"

30.0"

6.0"

30.0"

6.0"

30.0"

15.3"

30.0"

150 SF

FLIGHT INST.

(AIRCRAFT)

140 SF

FLIGHT INST.

(AIRCRAFT)

95 SF

FLIGHT INST.

(SAFETY)

131 SF

FACILITY

STORAGE

243 SF

FLIGHT

PLANNING

141 SF

ADMIN

245 SF

AIRCRAFT PILOT

SUPERVISION

742 SF

122B

BRIEFING ROOM

B

395 SF

MEN LATRINE

495 SF

MEN LOCKER

ROOM

117 SF

UNISEX

279 SF

JANITORIAL &

STORAGE

132 SF

OFFICE

201 SF

FLIGHT

SURGEON

128 SF

OFFICE

202 SF

MAINT. OFFICE

317 SF

MEN LOCKER

ROOM

163 SF

WOMEN

SHOWER

657 SF

148A

UNIT STORAGE

180 SF

148B

VAULT

1381 SF

CLASSROOM

567 SF

122A

BRIEFING ROOM

A

294 SF

CONFERENCE

ROOM

201 SF

SECRETARY

346 SF

STORAGE

207 SF

ADMIN OFFICE

251 SF

FACILITY

COMMANDER

176 SF

FLIGHT

INSTRUCTOR

130 SF

OFFICE

131 SF

VENDING

314 SF

MEN SHOWER

129 SF

WOMEN TOILET430 SF

WOMEN LOCKER

ROOM 109 SF

MEN SHOWER

160 SF

OFFICE

69 SF

ASSET

157 SF

OFFICE

651 SF

FLIGHT OPS

432 SF

OFFICE

484 SF

OFFICE

396 SF

MECHANICAL

471 SF

STORAGE

962 SF

EXERCISE ROOM

1222 SF

ALSE AREA

5316 SF

HANGAR5990 SF

HANGAR AREA B

20224 SF

HANGAR AREA A

22.3622.31

22.36

75'-0"

75'-0"

75'-0"

75'-0"

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.14

10.14

22.13A

75'-0"

75'-0"

'-0

75'-0"

75'-0"

75'-0"

HATCH INDICATES AREA OUTSIDE

OF SCOPE OF WORK

137A

MECH

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. SMOKE SEALS ON ALL RATED DOORS.

C. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

D. WITH THE ADDITION OF THE NEW SPRINKLER SYSTEM, SOME EXISTING WALL RATINGS ARE NO

LONGER REQUIRED, SEE BOTH EXISTING AND NEW CODE PLANS FOR CLARIFICATIONS.

GENERAL CODE PLAN NOTES:

CODE PLAN LEGEND

0.0"

0.0"

OCCUPANTS

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

RATED WALL KEY

1-HOUR WALL

2-HOUR WALL

SHEET TITLE:

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LIFE SAFETY PLAN - NEW

WALL RATINGS

Permit / Bid Set

1/16" = 1'-0" A2

CODE PLAN - NEW / REVISED WALL RATINGS

NORTH

KEYNOTES_SGA

Key Value Keynote Text

10.14 HORIZONTAL SURFACE MOUNTED BABY CHANGING STATION

10.42 WALL-MOUNTED FIRE EXTINGUISHER

22.13A ADA COMPLIANT SHOWER WITH FOLDING ADA COMPLIANT SHOWER SEAT - SEE PLUMBING.

22.31 MOP SINK - SEE PLUMBING.

22.36 WATER FOUNTAIN - EXISTING TO REMAIN IN PLACE

22.3622.31

22.36

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.42

10.42

HATCH INDICATES AREA OUTSIDE

OF SCOPE OF WORK

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. SMOKE SEALS ON ALL RATED DOORS.

C. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.

D. WITH THE ADDITION OF THE NEW SPRINKLER SYSTEM, SOME EXISTING WALL RATINGS ARE NO

LONGER REQUIRED, SEE BOTH EXISTING AND NEW CODE PLANS FOR CLARIFICATIONS.

GENERAL CODE PLAN NOTES:

CODE PLAN LEGEND

0.0"

0.0"

OCCUPANTS

REQUIRED WIDTH

PROVIDED WIDTH

OCCUPANT LOAD

RATED WALL KEY

1-HOUR WALL

2-HOUR WALL

SHEET TITLE:

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T

LIFE SAFETY PLAN -

EXISTING WALL RATINGS

Permit / Bid Set

1/16" = 1'-0" A2

CODE PLAN - EXISTING WALL RATINGS

NORTH

KEYNOTES_SGA

Key Value Keynote Text

10.42 WALL-MOUNTED FIRE EXTINGUISHER

22.31 MOP SINK - SEE PLUMBING.

22.36 WATER FOUNTAIN - EXISTING TO REMAIN IN PLACE

1/2" 1"0" 2"SCALE: FULL

XC1 R1

XX" Ø X

XX'-X" XX'-X"

X

XN

XXNNN

XN

XXNNN

XN

XXNNN

F1

A

HSS _x_x_

B1

20GA TYPE 'W3' MTL DECK

PC S

PAN

Hx R15:12

B

B

GENERAL STRUCTURAL NOTES INDEX TO STRUCTURAL SHEETSSYMBOLS LEGEND

COORDINATE SYSTEM

S J

W--x--

(XXX'-XX")

ELEVATION

INDICATOR

CUT SECTION

INDICATOR

WALL

REINFORCING

INDICATOR

PC SPAN

IDENTIFIER

STEP TOP OF

WALL INDICATOR

PIER TAG CALLOUT INDICATOR

ROOF SLOPE

INDICATOR

STEP TOP OF

FOOTING

IDENTIFIER

MASONRY PIER

INDICATOR

CORNER REINF

INDICATOR

CONTINUOUS

BEAM

INDICATOR

MATCH LINE INDICATOR

PLAN NORTH ORIENTED 90°

TO THE SHEET W/ MAGNETIC

NORTH (OPTIONAL)

SHEET TYPE DESIGNATORS

SHEET IDENTIFICATION

SHEET TYPE

DESIGNATOR

SHEET SEQUENCE

NUMBER 01-99

MODIFIER

CHARACTER

DISCIPLINE

CHARACTER

-S

AA

DETAIL BUBBLE

INDICATOR

DETAIL/SECTION/PLAN

BLOCK TITLE INDICATOR

EXT ELEVATION

INDICATOR

COLUMN

INDICATOR(S)

KEYNOTE

IDENTIFIER

REVISION

SYMBOL

NNN

0 GENERAL (SYMBOLS LEGEND, NOTES, ETC)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (VERTICAL VIEWS)

3 SECTIONS (SECTIONAL VIEWS)

4 LARGE SCALE VIEWS (PLANS, ELEV, OR SECTIONS, NOT DETAILS)

5 DETAILS

6 SCHEDULES AND DIAGRAMS

7 USER DEFINED

8 USER DEFINED

9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOGRAPHS)

A1

54321

FOOTING/PIER

IDENTIFIER

STEP

INDICATOR

HOLDOWN

INDICATOR

BEAM

INDICATOR(S)

MOMENT

INDICATOR

DECK INDICATOR

SHEAR WALL

INDICATOR

LINTEL

INDICATOR

RAFTER

INDICATOR

ASTERISK

INDICATOR

SLOPE

INDICATOR

WORK POINT

INDICATOR

54321

D

B

A

C

D

B

A

C

A3

C5C4

D4

C3

D3

XN

ELEVATION INDICATOR

SECTION

INDICATOR

COLUMN/FND

GRID INDICATOR

SLAB JOINT

INDICATOR

STRUCTURAL HATCH PATTERNS

BRICK

CONCRETE

NATIVE

UNDISTURBED

SOIL

BACKFILL/FILL

ENGINEERED FILL

DRAINAGE

COURSE

GYPSUM

BOARD

WD- BLKG

OR SHIM

PLYWOOD/OSB

/PARTICLE BD

WD- GLUED

/LAMINATED

WOOD-

CONTINUOUS

FRAMING

INSUL/FIRE

SAFING

METAL FLOOR

GRATING

GROUT

RIGID

INSUL/ICF/SIP

/EIFS SYSTEMS

METALS

MORTAR

CMU

ROUGH LOG

WALL

WOOD STUD

BRG WALL

CONC WALL

HOLDOWN

(BLOCKOUT)

STONE/

ROCK WALL

C1

Hx

NTRUE

NORTH

CONT

MC-x

-xx"

/REF - ---

/REF - ---

INSULATED

PRECAST WALL

SW

-x

SOLID PRECAST

WALL

CONCRETE PROPERTIES

LOCATION

28 DAY

COMPRESSIVE

STRENGTH

ENTRAINED

AIR

SLUMP

MAX W/C

RATIO

FOOTINGS

INTERIOR SLABS

FND WALLS & ALL

OTHER CONC

EXTERIOR SLABS

3,500 PSI

4,500 PSI

4,000 PSI

5,000 PSI

4.0% - 6.0%

5.0% - 7.0%

≤ 3.0%

5.0% - 7.0%

5" +/- 1"

4"+/- 1"

3" +/- 1"

3" +/ - 1"

0.55

0.45

0.5

0.40

POST INSTALLED ANCHORS & REBAR

ANCHOR TYPE

ADHESIVE ANCHORS /

REBAR IN CONCRETE

REMARKS

ADHESIVE ANCHORS / REBAR IN

CONCRETE W/ > 12" EMBEDMENT

PRODUCT

HILTI HIT - HY 200 V3

SIMPSON AT-XP

HILTI HIT - RE 500 V3

SIMPSON SET-3G

ADHESIVE ANCHORS /

REBAR IN GROUT FOR

HOLLOW MASONRY

HILTI HIT - HY 270

SIMPSON SET-XP

PROVIDE

MANUFACTURER'S

RECOMMENDED

SCREEN TUBES IN

HOLLOW MASONRY

---EXPANSION ANCHORS

IN CONCRETE

HILTI KWIK BOLT TZ

SIMPSON STRONG

BOLT 2

EXPANSION ANCHORS IN

GROUTED MASONRY

HILTI KWIK BOLT 3

SIMPSON STRONG

BOLT 2

SCREW ANCHORS IN CONCRETE

OR GROUTED MASONRY

SIMPSON TITEN HD

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB

SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND

SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS AND

OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY

DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE

PROCEEDING WITH THE AFFECTED PART OF THE WORK.

3. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE

BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE

BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION

OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING (AND ACCOMPANYING

FOOTINGS), GUYS OR TIE-DOWNS.

4. ADDITIONAL OBSERVATIONS AS A RESULT OF REJECTION OF WORK COMPLETED

AND/OR ADDITIONAL OBSERVATIONS DUE TO THE DEFICIENCIES IN WORK OBSERVED

WILL BE AT THE EXPENSE OF THE CONTRACTOR.

5. ALL STRUCTURAL SHOP DRAWINGS TO BE REVIEWED BY JOB SUPERINTENDENT IN

ADDITION TO ALL PERSONNEL DEEMED NECESSARY BY CONTRACTOR PRIOR TO

SUBMITTAL TO ENGINEER FOR APPROVAL.

6. ALL SHOP DRAWINGS TO BE REVIEWED BY ALBERTSON ENGINEERING INC. SHALL

HAVE ELECTRONIC COPIES PROVIDED TO ALBERTSON ENGINEERING INC. FOR

REVIEW. AN ELECTRONIC MARKED SET OF THOSE DRAWINGS WILL BE RETURNED TO

THE CONTRACTOR. NO ADDITIONAL HARD COPIES OF THE SHOP DRAWINGS NEED TO

BE PROVIDED TO ALBERTSON ENGINEERING INC., ALTHOUGH OTHER PARTIES MAY

REQUIRE HARD COPIES OF THE MARKED UP DRAWINGS. THESE REQUIREMENTS ARE

IN ADDITION TO THE TYPICAL PROJECT SHOP DRAWING SUBMITTAL REQUIREMENTS

STATED IN THE PROJECT SPECIFICATIONS.

7. THE DESIGN OF THE STRUCTURE SHOWN IN THESE CONSTRUCTION DOCUMENTS IS

FOR THE ONE-TIME USE AT THE SPECIFIC SITE REFERENCED IN THE GEOTECHNICAL

REPORT.

MINIMUM SLEEVE SPACING SHALL BE TWO DIAMETERS CENTER TO CENTER TO THE

LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. PRIOR TO

CONSTRUCTION SLEEVE LOCATIONS AND SIZES SHALL BE APPROVED BY THE

STRUCTURAL ENGINEER OF RECORD.

1. SHALL BE ASTM F1554, GR. 36 ROD WITH THREADED ENDS. PROVIDE HOT DIP

GALVANIZE FINISH ON ALL ANCHOR BOLTS PERMANENTLY EXPOSED TO EXTERIOR

OR IN CONTACT WITH PRESSURE TREATED LUMBER.

2. THREADED ROD EMBEDMENT DEPTH SPECIFIED IN THE DRAWINGS SHALL BE FROM

TOP OF CONCRETE TO TOP OF DOUBLE NUT.

1. CONCRETE TESTING SHALL BE PAID FOR BY THE OWNER. TESTING LABORATORY SHALL

PERFORM THE FOLLOWING TEST ON CAST-IN-PLACE CONCRETE:

A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT

CONCRETE."

B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF

CYLINDRICAL CONCRETE SPECIMENS. A SEPARATE TEST SHALL BE CONDUCTED

FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED

PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS:

a. (1) AT 7 DAYS

b. (2) AT 28 DAYS

c. (1) ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF

THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE

ADDITIONAL CYLINDER(S) MAY BE DISCARDED.

C. TESTING SHALL BE BASED UPON CONCRETE TAKEN AT POINT OF PLACEMENT.

D. IN ADDITION TO TYPICAL TESTING REQUIREMENTS, SLUMP AND AIR CONTENT

SAMPLES SHALL BE TAKEN AT BEGINNING OF FIRST TRUCK PRIOR TO ANY

PLACEMENT AND REPEATED AT THE MIDDLE OF FIRST TRUCK. CONCRETE

PLACEMENT SHALL NOT START IF INITIAL TEST(S) FAIL AND SHALL NOT CONTINUE IF

TEST TAKEN AT MIDDLE OF FIRST LOAD FAILS.

E. IF ANY SLUMP OR AIR CONTENT FAILS DURING PLACEMENT, TESTS SHALL BE

IMMEDIATELY REPORTED AND RETAKEN. IF RETAKEN TESTS FAIL THEN ALL

SUBSEQUENT LOADS MUST BE TESTED AT ARRIVAL AND TEST MUST SHOW

COMPLIANCE PRIOR TO THE CONCRETE IN THAT TRUCK BEING ALLOWED FOR USE

ON PROJECT. ALL COSTS FOR ADDITIONAL TESTING SHALL BE CREDITED TO THE

OWNER.

NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS OTHER THAN THOSE

LOCATED ON THESE DRAWINGS WITHOUT PREVIOUS APPROVAL OF THE ENGINEER.

4. COARSE AND FINE AGGREGATES SHALL COMPLY WITH ASTM C33 AND ACI 302.1,

CURRENT VERSIONS.

a. COMPLIANCE WITH THE NON-REACTIVE REQUIREMENTS OF ACI 302.1 SHALL NOT BE

PROVIDED FOR BY THE PROVISION OF ACI 302.1 (SUBSECTION 7.3) THAT EXCLUDES

THE AGGREGATES BEING CLASSIFIED AS DELETERIOUSLY REACTIVE WITH ALKALIES

IF THE AGGREGATE HAS A SATISFACTORY SERVICE RECORD EVALUATION OR WITH

THE ADDITION OF A MATERIAL THAT HAS SHOWN TO PREVENT HARMFUL EXPANSION

DUE TO ALKALI-AGGREGATE REACTION.

b. CONCRETE MIX DESIGN SHALL INCLUDE TEST RECORDS OF THE COMPLIANCE OF THE

AGGREGATE MEETING THE REQUIREMENTS OF ASTM C1260, AND THAT THE

EXPANSION OF THE MORTAR SAMPLE SHALL NOT EXCEED 0.10% WHEN TESTED IN

ACCORDANCE WITH ASTM C1260 AT 14 DAYS. USE OF ADMIXTURES THAT MITIGATE

THE EFFECT OF THE REACTIVE AGGREGATE TO BE PROPOSED IN CONCRETE MIX

SHOP DRAWING MAY BE AN APPROVED APPROACH BY THE ENGINEER TO ALLOW FOR

THE USE OF OTHERWISE REACTIVE AGGREGATES. IF SUCH MITIGATING MEASURES

ARE PROPOSED, THEY MUST BE INCLUDED WITHIN MIX DESIGN SUBMITTAL. THE

ENGINEER IS GIVEN DISCRETION AS TO WHETHER OR NOT TO ACCEPT MITIGATING

MEASURES OR TO MAINTAIN REQUIREMENTS THAT NONREACTIVE AGGREGATES

MUST BE USED. AT A MINIMUM, SUCH DOCUMENTATION MUST SHOW THAT REACTIVE

AGGREGATES USED IN COMBINATION WITH A GIVEN AMOUNT OF ADMIXTURE

RESULTS IN THE EXPANSION OF THE MORTAR SAMPLE BEING LESS THAN 0.10% WHEN

TESTED IN ACCORDANCE WITH ASTM C1567 AT 14 DAYS. LIABILITY OF THE

PERFORMANCE OF THE CONCRETE MIX REMAINS SOLELY WITH GENERAL

CONTRACTOR.

c. IF CONCRETE MIXES ARE APPROVED BY THE ENGINEER THAT CONTAIN EITHER FINE

OR COARSE AGGREGATE, THAT EITHER SEPARATELY OR IN COMBINATION EXCEED

THE 0.10% EXPANSION WHEN TESTED ACCORDING TO ASTM C1260, SPECIAL

CONSIDERATIONS MUST BE GIVEN TO SLAB CURING (SLABS ON GRADE AND

ELEVATED SLABS). IN SUCH INSTANCES SLABS SHALL BE CURED USING EITHER A

WET BURLAP OR CONTINUOUS WETTING/FOGGING METHOD FOR SLABS FOR AT

LEAST 10 DAYS. USE OF CURING AND/OR SEALING COMPOUNDS IS NOT ACCEPTABLE

UNTIL THE SLAB HAS CURED A MINIMUM OF 28 DAYS AND THE CONDITIONS FOR THE

APPLICATION OF THE CURING COMPOUND ON THE CONCRETE SLAB SET BY THE

MANUFACTURER’S RECOMMENDATIONS HAVE BEEN MET.

d. ENGINEER HAS SOLE DISCRETION IN DETERMINING ACCEPTABILITY OF A CONCRETE

SLAB THAT IS EXHIBITING ALKALI-SILICA REACTION. FOR SLABS SHOWING AN ALKALI

SILICA REACTION SOLELY WITHIN THE FINE AGGREGATE: A SLAB SHOWING AN

AVERAGE DENSITY OF POPOUTS GREATER THAN 1 PER 8 SQUARE FEET OVER ANY

CONTIGUOUS AREA OF 100 SQUARE FEET OR LARGER, OR ANY AREA WITH A DENSITY

OF 1 POPOUTS PER 2 SQUARE FEET WITHIN ANY AREA UP TO 100 SQUARE FEET

WOULD BE CONSIDERED AS A BASIS FOR THE REJECTION OF THE SLAB FROM WHICH

THOSE SAMPLE AREAS ARE INCLUDED. FOR A ALKALI SILICA REACTION WITHIN THE

COARSE AGGREGATE: THE POPOUT DENSITIES CONSIDERED FOR REJECTION OF THE

CONCRETE SLAB SHALL BE ½ OF THE DENSITIES GIVEN FOR FINE AGGREGATE. THE

EXTENT OF REJECTED SLAB TO BE DETERMINED BY ENGINEER. THE TIME FRAME FOR

OBSERVATION OF ALKALI SILICA REACTIONS AND DETERMINATION OF REJECTION OF

THE CONCRETE SLAB SHALL BE AT LEAST 56 DAYS FROM THE DATE OF POUR.

e. CONCRETE MIXES UTILIZING CRUSHED LIMESTONE AS COARSE AGGREGATE AND

CONTAINING AT LEAST 25% CLASS F FLY ASH AND HAVING A SATISFACTORY SERVICE

RECORD PER ACI 302.1 IS CONSIDERED AN ACCEPTABLE ALTERNATIVE APPROACH TO

THE COMPLIANCE REQUIREMENTS OUTLINED IN PROVISIONS 4a THROUGH 4d ABOVE.

5. THE CONCRETE STRENGTHS SHOWN IN THE SECTION ABOVE AND IN THE

SPECIFICATIONS ARE MINIMUM COMPRESSIVE STRENGTHS. THE ENGINEER SHALL

DETERMINE IF THE CONCRETE IS ACCEPTABLE, OR TO BE REMOVED, OR TO RECEIVE

SPECIAL CURING IF THE COMPRESSIVE STRENGTHS ARE LESS THAN SPECIFIED.

6. WATER REDUCING AGENTS MAY BE USED IN THE CONCRETE MIX. PLASTICIZERS AND

SUPER-PLASTICIZERS MAY BE USED ONLY WHEN WRITTEN PERMISSION OF THE

ENGINEER IS GIVEN.

7. NO SALTS OF ANY KIND MAY BE USED IN CONCRETE BEFORE OBTAINING THE ENGINEER'S

WRITTEN PERMISSION FOR THEIR USE.

SHT NO SHEET NAME

FND

PKG

FRMG

PKG

S-001 STRUCTURAL GENERAL NOTES

S-002 IBC INSPECTION TABLES

S-101 PARTIAL FOUNDATION PLAN

S-102 PARTIAL FRAMING PLAN

S-501 DETAILS

S-601 STANDARD DETAILS / SCHEDULES

S-602 STANDARD DETAILS / SCHEDULES

NOTE:

ANY DRAWINGS INCLUDED IN THE FRAMING PACKAGE CONTAINED WITHIN THIS SET

ARE FOR INFORMATION PURPOSES ONLY AND ARE NOT INTENDED TO BE USED FOR

CONSTRUCTION.

1. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 301 AND ACI 117 EXCEPT AS

MODIFIED BELOW:

A. ACI 117 ITEM 4.3.1.1 ELEVATIONS OF SLABS-ON-GRADE TOP OF SLAB ELEVATION

SHALL BE WITHIN A 3/8" ENVELOPE EITHER SIDE OF THE THEORETICAL DESIGN

SURFACE.

B. ACI 117 ITEM 4.5.7 FLOOR FINISH TOLERANCES AS MEASURED BY PLACING A

FREESTANDING (UNLEVELED) 10 FT. STRAIGHTEDGE ANYWHERE ON THE SLAB AND

ALLOWING IT TO REST UPON TWO HIGH SPOTS WITHIN 28 DAYS AFTER SLAB

CONCRETE PLACEMENT. THE GAP AT ANY POINT BETWEEN THE STRAIGHT EDGE AND

THE FLOOR SHALL NOT EXCEED 1/4".

2. ALL REINFORCING STEEL TO BE ASTM A615, GRADE 60 (#4 AND LARGER), EXCEPT WHERE

NOTED OTHERWISE. REINFORCING SHALL NOT BE WELDED

3. WELDED WIRE FABRIC TO CONFORM TO ASTM A185 AND SHALL BE FREE FROM OIL,

SCALE, AND RUST. PLACE WWF IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF

ACI STANDARDS AND THE SPECIFICATIONS. MINIMUM LAPS SHALL BE ONE SPACE PLUS 2"

4. ALL REINFORCING STEEL BARS TO BE DETAILED AND PLACED IN ACCORDANCE WITH THE

LATEST ACI MANUALS.

5. LAP ALL REINFORCING SPLICES IN CONCRETE A MINIMUM OF 48 BAR DIAMETERS OR 24

INCHES, WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE ON DRAWINGS (CLASS B

SPLICE).

6. PROVIDE CORNER BARS OF SAME BAR DIAMETER AS SPECIFIED FOR THE WALL, BEAM OR

FOOTING. PROVIDE MINIMUM OF 40 BAR DIAMETER LAP FOR ALL CORNER BARS, UNLESS

NOTE OTHERWISE.

7. PROVIDE FOUNDATION DOWELS AS SHOWN. MINIMUM SIZE DOWELS TO BE #4, UNLESS

OTHERWISE NOTED. ALL VERTICAL REINFORCING STEEL IN COLUMNS AND PIERS, OR

VERTICAL REINFORCING IN WALLS, SHALL BE DOWELED INTO THE FOOTINGS WITH SAME

SIZE AND QUANTITY DOWEL AS THE VERTICAL REINFORCING.

8. WHERE SHOWN ON THE DRAWINGS, PROVIDE WELD PLATES, WELDMENTS, OR

CONCRETE INSERTS FOR FASTENING AND SECURING OTHER COMPONENTS. CONCRETE

INSERTS SHALL BE FURNISHED BY THE CONTRACTOR REQUIRING THEM AND INSTALLED

BY THE CONTRACTOR CASTING THE CONCRETE AROUND THEM. CLIP ANGLES SHALL BE

FURNISHED BY THE CONTRACTOR REQUIRING THEM.

9. REINFORCING STEEL SHALL RECEIVE CONCRETE COVER AS FOLLOWS:

DESCRIPTION MINIMUM COVER

CAST AGAINST & PERMANENTLY 3"

EXPOSED TO EARTH

EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS 2"

#5 BARS OR SMALLER 1 1/2"

NOT EXPOSED TO EARTH OR WEATHER

OR IN CONTACT WITH THE GROUND, SLABS

AND WALLS

#11 BARS OR SMALLER 3/4"

#14 AND #18 1 1/2"

BEAMS AND COLUMNS 1 1/2"

SHELLS, FOLDED PLATE MEMBERS:

NO. 6 BAR AND LARGER 3/4"

NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 1/2"

10. PROVIDE TWO (2) #5'S, ONE AT EACH FACE, UNLESS NOTED OTHERWISE, AROUND ALL

OPENINGS LESS THAN 12"x12" IN CAST-IN-PLACE CONCRETE. EXTEND REINFORCING 2'-0"

BEYOND OPENING IN BOTH DIRECTIONS. CONTACT ENGINEER FOR ALL OPENINGS

GREATER THAN 12"x12" FOR DESIGN.

11. COLD WEATHER AND HOT WEATHER PROVISIONS OF ACI 306 AND 305 (CURRENT

EDITIONS), RESPECTIVELY, SHALL BE MAINTAINED.

12. UNLESS NOTED OTHERWISE ALL UNDER SLAB VAPOR RETARDERS SHALL CONFORM TO

THE REQUIREMENTS OF ASTM E1745 CLASS A AND SHALL BE INSTALLED AS PER

MANUFACTURER'S RECOMMENDATIONS.

THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED WITH THE

FOLLOWING SUPERIMPOSED LOADINGS BASED ON A RISK CATEGORY III:

ROOF:

SNOW LOAD 34 PSF + DRIFT

GROUND SNOW LOAD 40 PSF

SNOW EXPOSURE FACTOR 1.0

SNOW THERMAL FACTOR 1.0

SNOW IMPORTANCE FACTOR 1.1

DEAD LOAD 20 PSF

LIVE LOAD 20 PSF (REDUCIBLE)

GENERAL NOTES:

PLUMBING SLEEVES:

DESIGN LOADS:

PENETRATIONS:

CONCRETE MIX DESIGN (CONTINUED):

CONCRETE AND REINFORCING PLACEMENT:

CONCRETE TESTING:

ANCHOR RODS:

MM/DD/YY

OF E IS S

E

T

MICHAEL D.

ALBERTSON

E R

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D

E R R

P R

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DA KH

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A

E R

O. NG

L A

NO

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I N

E

SHEET TITLE:

CHECKED BY:

PROJECT NO.:

ISSUE DATE:

DESIGNED BY:

DRAWN BY:

SHEET NUMBER:

A

B

D

1 2 3 4

C

F ul l s iz e x3

6;

H al f s iz e x1

A

B

D

C

1 2 3 4 5

© Copyright 2023

1 PERMIT / BID SET 04-26-2024

4/

/2

9:

:2

A

M

S-001

2023-259

04-26-2024

MDA

AEI

DEL

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STRUCTURAL GENERAL

NOTES

04-26-2024

• 2021 INTERNATIONAL BUILDING CODE.

• ACI 318-19 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND

COMMENTARY.

• AISC 360-16 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS.

• ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND

OTHER STRUCTURES.

• SDI RD-2017 STANDARD FOR STEEL ROOF DECK.

• SJI 100-15 STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR

STEEL JOISTS & JOIST GIRDERS.

• TMS 402-16 BUILDING CODE FOR MASONRY STRUCTURES.

DESIGN CODES:

ANCHORING ADHESIVE SHALL BE A TWO-COMPONENT SOLID EPOXY BASED SYSTEM

SUPPLIED IN MANUFACTURER'S STANDARD SIDE-BY-SIDE CARTRIDGE AND DISPENSED

THROUGH A STATIC-MIXING NOZZLE SUPPLIED BY THE MANUFACTURER. EPOXY SHALL

MEET THE MINIMUM REQUIREMENTS OF ASTM C-881 SPECIFICATION FOR TYPE I, II, IV,

AND V, GRADE 3, CLASS B, AC, AND D AND MUST DEVELOP A MINIMUM 12,650 PSI

COMPRESSIVE YIELD STRENGTH AFTER 7 DAY CURE. EPOXY MUST HAVE A HEAT

DEFLECTION TEMPERATURE OF A MINIMUM 136 FA (58 AC). ADHESIVE SHALL BE EPOXY-

TIE SET FROM SIMPSON STRONGTIE OR THE HILTI HIT HY-200 ADHESIVE SYSTEM.

ANCHORS SHALL BE INSTALLED PER THE MANUFACTURERS INSTRUCTIONS.

HIGH STRENGTH EPOXY:

1. ALL PERSONNEL INSTALLING POST-INSTALLED ANCHORS SHALL HAVE COMPLETED

INSTALLATION TRAINING FROM THE MANUFACTURER FOR ALL OF THE ANCHORING

PRODUCTS SPECIFIED. TRAINING MUST HAVE BEEN COMPLETED NO MORE THAN 5 YEARS

FROM THE DATE OF PROJECT INITIATION. IF TRAINING HAS NOT BEEN COMPLETED OR IF

TRAINING OCCURRED MORE THAN 5 YEARS BEFORE THE DATE OF PROJECT INITIATION,

THE CONTRACTOR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATIVE TO

PROVIDE ON-SITE INSTALLATION TRAINING. CONTRACTOR SHALL SUBMIT DOCUMENT

CONFIRMING THAT ALL PERSONNEL INSTALLING ANCHORS HAVE PASSED THE TRAINING

COURSE PRIOR TO THE COMMENCEMENT OF…