01_-_QJKL_09-0041_-_Drawings.pdf

AREA OF WORK

BLDG 818

PLAN NORTH

BASE CONTRACTING

BLDG 729

BASE CIVIL ENGINEERING

BLDG 744

MAIN GATE

CONSTRUCTION HAUL ROUTE

1. THE CONTRACTOR MUST COORDINATE WITH THE ASSIGNED GOVERNMENT

ESCORT BEFORE ENTERING OR LEAVING THE CONTROLLED AREA THROUGH

ACCESS GATE BY BUILDING 820. ALL CONTRACTOR RESOURCES (VEHICLES,

EQUIPMENT, ETC.) MUST USE A DIRECT ROUTE BETWEEN THE ACCESS GATE

AND THE FREE ZONE ENTRANCE AND ARE NOT ALLOWED IN OTHER ADJACENT

CONTROLLED/RESTRICTED AREAS (UNLESS SPECIAL ARRANGEMENTS ARE PRE-

COORDINATED AND APPROVED IN ADVANCE.)

2. AT THE BEGINNING OF EACH WORK DAY, THE CONTRACTOR MUST NOTIFY THE

ASSIGNED GOVERNMENT ESCORT BEFORE OPENING THE ENTRANCE TO THE

FREE ZONE AREA. LIKEWISE, AT THE END OF THE WORK DAY, THE CONTRACTOR

MUST AGAIN NOTIFY THE GOVERNMENT ESCORT BEFORE CLOSING THE

ENTRANCE TO THE FREE ZONE AREA.

3. CONTRACTOR SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS FOR

PROVIDING THE FREE ZONE BARRICADES:

• BARRICADES SHALL BE "BICYCLE-RACK" TYPE

• BARRICADES SHALL BE SECURED WITH SAND BAGS TO ENSURE NO

MOVEMENT DURING HIGH WINDS

• PLASTIC ORANGE MESH FENCING SHALL BE ATTACHED TO THE BARRICADES

• REFLECTIVE SIGNS SHALL BE ATTACHED TO THE BARRICADES EVER 50 FEET

• ORANGE FLASHING LIGHTS SHALL ALSO BE ATTACHED TO THE BARRICADES;

EVERY 50 FEET POSITIONED BETWEEN THE REFLECTIVE SIGNS

• IF THE BARRICADES ARE MOVED, TURNED OVER, ETC. BY HIGH WINDS; THE

CONTRACTOR SHALL RESPOND IMMEDIATELY TO RESTORE THE FREE ZONE

BARRICADES IN THEIR ORIGINAL POSITION

4. THIS CROSS HATCHED AREA IS DESIGNED AS OBJECT FREE AREA. IN THIS

AREA, THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING

REQUIREMENTS:

• AT THE END OF EACH WORK DAY, ALL VEHICLES, EQUIPMENT, ETC. SHALL BE

RELOCATED OUTSIDE OF THE OBJECT FREE AREA.

• WHEN THE ADJACENT COMMERCIAL RUNWAY (04-22) IS BEING UTILIZED, NO

VEHICLES, EQUIPMENT OR PERSONNEL WILL BE ALLOWED IN THE OBJECT

FREE AREA.

FREE ZONE GENERAL NOTES:

801 802

FREE

ZONE

E N

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CONTRACTING OFFICE: CYNTHIA MURRY

PHONE: 612-713-1427

EMAIL: cynthia.murry@us.af.mil

ADDRESS: 934 CONF/LGC

760 MILITARY HIGHWAY, BLDG 729

MINNEAPOLIS-ST PAUL ARS, MIN 55450-2100

OWNER

SHEET

IDENTIFICATION

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MINNEAPOLIS-SAINT PAUL AIR RESERVE STATION

CONSTRUCT OXYGEN STORAGE - BUILDING 818

FEBRUARY 2, 2015

760 MILITARY HIGHWAY

MINNEAPOLIS, MN 55450-2100

CONTRACT NUMBER: FA6643-10-D-0002

TASK ORDER NUMBER: 6N09

PROJECT NUMBER: QJKL 09-0041

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SCALE: NOT TO SCALE

AREA LOCATION MAP

SCALE: NOT TO SCALE

BASE LOCATION MAP

# OF

TOTAL SHEET NO. SHEET TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 LIFE SAFETY PLAN

CIVIL

3 VF101 EXISTING CONDITIONS SURVEY

4 CD101 SITE DEMOLITION PLAN

5 CI101 CIVIL IMPROVEMENTS PLAN

6 C-501 CIVIL DETAILS

STRUCTURAL

7 S-001 STRUCTURAL GENERAL NOTES

8 S-101 STRUCTURAL FOUNDATION PLAN

9 S-301 STRUCTURAL SECTIONS & DETAILS

ARCHITECTURAL

10 A-001 ARCHITECTURAL GENERAL NOTES & LEGENDS

11 AD101 ARCHITECTURAL DEMOLITION FIRST FLOOR PLAN

12 A-101 ARCHITECTURAL FLOOR PLANS

13 A-102 ARCHITECTURAL REFLECTED CEILING PLAN AND ROOF PLAN

14 A-201 ARCHITECTURAL EXTERIOR ELEVATIONS

15 A-301 ARCHITECTURAL BUILDING SECTION & DETAILS

16 A-501 ARCHITECTURAL DETAILS

17 A-601 ARCHITECTURAL FINISH SCHEDULE AND DETAILS

FIRE PROTECTION

18 FA101 NEW WORK FIRE ALARM PLAN, NOTES AND LEGENDS

MECHANICAL

19 M-001 GENERAL NOTES AND LEGENDS

20 M-101 FIRST FLOOR MECHANICAL NEW WORK PLAN

21 M-501 MECHANICAL DETAILS

22 M-601 MECHANICAL SCHEDULES AND CONTROLS SEQUENCE

ELECTRICAL

23 E-001 ELECTRICAL GENERAL NOTES AND LEGENDS

24 ES101 SITE ELECTRICAL NEW WORK PLAN

25 ES102 SITE ELECTRICAL NEW WORK PLAN AND DETAILS

26 ED101 SITE ELECTRICAL DEMOLITION PLAN

27 ED401 ENLARGED DEMOLITION PLAN

28 E-101 ELECTRICAL NEW WORK POWER AND LIGHTING PLANS

29 E-501 LIGHTING SCHEDULES & DETAILS

30 E-601 ONE-LINE DIAGRAMS AND PANEL SCHEDULE

Grand total: 30

INDEX OF DRAWINGS

SCALE: NOT TO SCALE

FREE ZONE AREA BASE MAP

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BASIC BUILDING CODE INFORMATION

CONSTRUCTION CLASSIFICATION

TYPE: (IBC 602)

DOES BUILDING HAVE ACCESSORY

OCCUPANCY (IES)?:

(IBC 508.2)

WHAT PERCENT OF STORY IS

ACCESSORY OCCUPANCY?:

DOES BUILDING REQUIRE INCIDENTAL USE

AREA SEPARATION?:

(IBC 509)

MIXED OCCUPANCIES?: (IBC 508)

OCCUPANCY GROUP:

(NFPA 6.1)

NON SEPARATED?: (IBC 508.3)

SEPARATED?: (IBC 508.4)

IIB UNPROTECTED, NOT SPRINKLERED,

EXTERIOR WALLS OF NON-COMBUSTIBLE MATERIALS

STORAGE (S1) 600 SF

0 SF 0%

BUILDING CODE ANALYSIS

IBC 2012 / NFPA 101

BLDG 818

934TH AIRLIFT WING

BUILDING AREA

AREA LIMIT BY TABLE 503 OF IBC: (AREA LIMITATION

PER STORY)

AREA AS DESIGNED PER STORY: (AREA PER

STORY)

TOTAL DESIGNED AREA OF BUILDING:

17,500 SF

600 SF

600 SF

BUILDING HEIGHT

AS DESIGNED

WITHOUT ANY

ALLOWABLE INCREASE

(PER IBC TABLE 503)

AS ALLOWED BY IBC

ALLOWABLE

HEIGHT INCREASE

(PER IBC 504.2)

TOTAL HEIGHT

INCLUDING ANY

ALLOWABLE INCREASE

IN FEET IN STORIES IN FEET IN STORIES

15'-8" 1 55'-0" 2

N/A N/A N/A N/A

15'-8" 1 55'-0" 2

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

NO YES

GENERAL FIRE PROTECTION REQUIREMENTS

SEPARATIONS

PER IBC SECTION 718.2FIREBLOCKING REQUIRED?:

PER IBC SECTION 717DRAFTSTOPPING REQUIRED?:

PER IBC SECTION 909SMOKE CONTROL SYSTEM

REQUIRED?:

PER IBC SECTION 709SMOKE BARRIERS REQUIRED?:

PER IBC SECTION 710SMOKE PARTITION REQUIRED?:

PER IBC SECTION 708FIRE PARTITION REQUIRED?:

PER IBC SECTION 707FIRE BARRIER REQUIRED?:

ALARM & DETECTION

PER UFC 3-600-01FIRE ALARM SYSTEM REQUIRED?:

PER IFC 908EMERGENCY ALARM SYSTEM

REQUIRED?:

SUPPRESSION

PER IFC SECTION 905STANDPIPES REQUIRED?:

PER UFC 3-600-01SPRINKLERS REQUIRED?:

SPRINKLERS PROVIDED?:

PER IBC 906PORTABLE EXTINGUISHERS

REQUIRED?:

PER IFC 904OTHER SUPPRESSION

SYSTEMS REQUIRED?:

PER IFC 910SMOKE & HEAT VENTS

REQUIRED?:

FIRE ALARM SYSTEM PROVIDED?:

FIRE RESISTANCE RATING OF BLDG ELEMENTS

STRUCTURAL FRAME

(PER IBC TABLE 601)

BEARING WALLS

RATING AS

REQUIRED

(IN HOURS)

BUILDING ELEMENT RATING AS

DESIGNED

(IN HOURS)

TESTING AGENCY

& DESIGN NO.

(UL, FM, ETC)

(PER IBC TABLE 601)

EXTERIOR

INTERIOR

NONBEARING WALLS & PARTITIONS

(PER IBC TABLE 601 & 602)

EXTERIOR

INTERIOR

FLOOR CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

ROOF CONSTRUCTION INCLUDING

SUPPORTING BEAMS & JOISTS

(PER IBC TABLE 601)

FIRE WALLS

(PER IBC TABLE 706.4)

FIRE BARRIERS

(PER IBC TABLE 707)

SHAFT ENCLOSURES

(PER IBC TABLE 713)

FIRE PARTITIONS

(PER IBC SECTION 708)

OPENING & PROTECTIVE LISTING BY

CATEGORY (FIRE SHUTTERS, DOORS,

ETC. (PER IBC SECTION 716)

HORIZONTAL SEPARATION

(PER IBC 508.4)

INCIDENTAL OCCUPANCIES

(PER IBC TABLE 509)

OCCUPANCY SEPARATION WALLS

(PER IBC TABLE 508.4)

EXIT STAIR

(PER NFPA 101 7.1.3.2)

HORIZONTAL EXIT

(PER IBC SECTION 1025

EXIT ACCESS CORRIDOR WALLS

(PER IBC TABLE 1018.1)

SHAFT WALLS INCLUDING ELEVATOR

AND MECHANICAL SHAFTS

(PER IBC SECTION 713)

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

30 MIN 30 MIN

0 HR 0 HR

0 HR 0 HR

0 HR 0 HR

N/A N/A

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N/A N/A

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N/A N/A

N/A N/A

N/A N/A

N/A N/A

N/A N/A

MEANS OF EGRESS

EGRESS WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

CORRIDOR WIDTH

(PER NFPA 101,

38.2.3.2)

CORRIDOR FIRE-

RESISTANCE RATING

(PER IBC TABLE 1018.1)

REQUIREDCODE ITEM PROVIDED NOTES

STAIR WIDTH

(PER NFPA 101, TABLE

7.3.3.1)

COMMON PATH OF

EGRESS TRAVEL

(PER NFPA 101, TABLE

A.7.6)

EXIT ACCESS TRAVEL

DISTANCE

(PER NFPA 101, TABLE

A.7.6)

DEAD ENDS

(PER NFPA 101,

TABLE A.7.6)

MINIMUM NUMBER OF

EXITS FOR OCCUPANT

LOAD

(PER NFPA 101, 7.4.1.2 &

38.2.4)

VERTICAL EXIT

ENCLOSURES

(PER NFPA 101 8.6.5)

GUARDS & HANDRAILS

(PER NFPA 101 7.2.2.4)

S = 36" 36"

N/A N/A

NFPA 42.2.4.1

N/A N/A

N/A N/A

S = 50'-0" < 50'-0"

S = 200'-0" 42'-0"

S = 50'-0" N/A N/A

1 1

N/A N/A

N/A N/A

EGRESS TRAVEL DISTANCE

LIFE SAFETY LEGEND

FURNISH AND INSTALL 2A: 20-BC DRY

CHEMICAL FIRE EXTINGUISHER AND CABINET

600 SF

STORAGE

EGRESS PATH A: 42'-0"3

+/- 14'-4"

15'-0" +/-

30 MIN RATED WALL

30 MIN RATED OVERHEAD DOOR WITH FUSIBLE LINK

30 MIN RATED WALL

30 MIN RATED DOOR

WITH PANIC HARDWARE

SHEET

IDENTIFICATION

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

GRAPHIC SCALE

PLAN NORTH

OCCUPANCY AREA

MAXIMUM AREA ALLOWED

PER OCCUPANT

CALCULATED OCCUPANCY

LOAD

FIRST FLOOR

STORAGE 600 SF 500 2

Grand total 600 SF 2

BUILDING DESIGN OCCUPANT LOAD (PER NFPA TABLE 7.3.1.2)

ROUTE DISTANCES

MARK LENGTH

EGRESS TRAVEL DISTANCE

A 42'-0"

SCALE: 1/4" = 1'-0"B4

LIFE SAFETY PLAN

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WALL WIND ZONES

GABLE ROOF WIND ZONES (7º<Θ<45º)

3 3

3 3

2 2

2 2

2 211 a a a a a a

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENT PARTS ARE IN

PLACE. THEREFORE, THE CONTRACTOR/ERECTOR SHALL PROVIDE ALL NECESSARY

SHORING AND BRACING AS REQUIRED TO ENSURE STABILITY DURING ERECTION.

WHEN A DETAIL IS SHOWN ON THE STRUCTURAL DRAWINGS FOR ONE CONDITION, IT

SHALL APPLY TO ALL SIMILAR OR LIKE CONDITIONS, UNLESS NOTED OR SHOWN

OTHERWISE ON THE DRAWINGS.

DESIGN CRITERIA:

A: FLOOR LIVE LOAD:

B: ROOF LIVE LOAD:

C: GROUND SNOW LOAD, Pg:

a. FROST PENETRATION:

b. SLOPE-ROOF SNOW LOAD, Ps:

c. ROOF SLOPE FACTOR, Cs:

d. SNOW EXPOSURE FACTOR, Ce:

e. SNOW IMPORTANCE FACTOR, Is:

f. THERMAL FACTOR, Ct:

D: WIND LOADS

a. ULTIMATE WIND SPEED, Vult:

b. NOMINAL WIND SPEED, Vasd:

c. RISK CATEGORY:

d. WIND EXPOSURE:

e. INTERNAL PRESSURE COEFFICIENT:

f. PRESSURE COEFFICIENT ZONE WIDTH, a:

g. COMPONENT AND CLADDING WIND PRESSURE:

ROOF:

WALL:

E: SEISMIC LOADS

a. RISK CATEGORY:

b. SEISMIC IMPORTANCE FACTOR, Ie:

c. MAPPED SPECTRAL RESPONSE,

d. SITE CLASS:

e. DESIGN SPECTRAL RESPONSE,

f. SEISMIC DESIGN CATEGORY:

g. BASIC SEISMIC FORCE RESISTING SYSTEM:

ORDINARY STEEL MOMENT FRAMES

h. RESPONSE MODIFICATION COEFFICIENT, R = 3.5

i. SEISMIC RESPONSE COEFFICIENT, Cs: PER PEMB MANUFACTURER

j. DESIGN BASE SHEAR: PER PEMB MANUFACTURER

k. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH IBC 2012, ASCE 7-10,

ASCE 32-01, UFC 3-130-04, UFC 3-301-01, AND UFC 4-010-01.

CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-11;

BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE.

CONCRETE STRENGTH SHALL BE 4,500 PSI AT 28 DAYS.

REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

WELDED WIRE FABRIC SHALL BE ASTM A1064.

DESIGN, FABRICATE, AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH

AISC STEEL CONSTRUCTION MANUAL 14TH EDITION (AISC 325-10).

STRUCTURAL STEEL SHALL BE AS FOLLOWS:

a. W-SHAPES

b. PLATES, ANGLES, CHANNELS, MISC. STEEL

c. HSS

3/4" DIAMETER ASTM A325N BOLTS SHALL BE USED IN ALL STRUCTURAL STEEL BOLTED

CONNECTIONS UNLESS NOTED OTHERWISE. TIGHTEN BOLTS TO TENSION REQUIRED BY

AISC.

ANCHOR RODS SHALL BE ASTM F1554 Gr. 36, THREADED ON EACH END, WITH HEAVY HEX

NUT AND WASHER AT EACH END UNLESS OTHERWISE NOTED. MINIMUM ANCHOR ROD

LENGTH AND DIAMETER SHALL BE SPECIFIED ON SHEET S-301.

ALL WELDED CONSTRUCTION SHALL BE IN ACCORDANCE WITH AWS D1.1 AND AISC.

CONTRACTOR SHALL FULLY COORDINATE ALL ARCHITECTURAL AND STRUCTURAL

DRAWINGS (INCLUDING DIMENSIONS AND ELEVATIONS) AND SHALL FULLY RESOLVE ANY

CONFLICTS PRIOR TO COMMENCING WORK.

FABRICATION DRAWINGS SHALL NOT BE REPRODUCTION OF STRUCTURAL CONTRACT

DRAWINGS.

MISCELLANEOUS STRUCTURAL ITEMS, CONDITIONS OR PIECES OF STEEL MAY BE

SHOWN ON ARCHITECTURAL DRAWINGS.

CONTRACTOR SHALL CONSULT GOVERNMENT FOR DIRECTION SHOULD UNCHARTED OR

INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING SITE

CLEARING, GRADING AND EXCAVATION.

125 PSF

20 PSF

50 PSF

125 INCHES

35 PSF

0.9 1.0 1.0 1.1

115 MPH

89 MPH

II

C ±0.18

3 FT

ZONE 1: 17 PSF -29 PSF

ZONE 2: 17 PSF -49 PSF

ZONE 3: 17 PSF -73 PSF

ZONE 4: 29 PSF -32 PSF

ZONE 5: 27 PSF -49 PSF

II

1.00 Ss = 0.05 S1 = 0.03 D Sds = 0.053 Sd1 = 0.048 A

ASTM A992

ASTM A36

ASTM A500, Gr. B

PRE-ENGINEERED METAL BUILDING SYSTEM:

1.

2.

3.

4.

5.

6.

7.

THE BUILDING SHALL BE PRE-ENGINEERED BUILDING AS SPECIFIED IN SPECIFICATIONS

SECTION 13 34 19 METAL BUILDING SYSTEMS. THE BUILDING SHALL BE MANUFACTURER'S

STANDARD PREFABRICATED METAL STRUCTURE OF THE APPROXIMATE INSIDE AREA

SHOWN. RIGID FRAMES SHALL BE SPACED AT CENTER TO CENTER AS NOTED AND

OVERALL DIMENSIONS SHALL BE MAINTAINED. CONSTRUCTION DETAILS MAY VARY TO SUIT

MANUFACTURER'S STANDARD DESIGN.

THE BUILDING SHALL BE DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE

"SEISMIC DESIGN MANUAL (2ND EDITION)" WHICH INCLUDES "SEISMIC PROVISIONS FOR

STRUCTURAL STEEL BUILDINGS" (AISC 341-10) AND FABRICATED ACCORDING TO AISC &

AISI. THE DIMENSIONAL TOLERANCES OUTLINED IN THE AWS CODE UNDER WORKMANSHIP

AND THE TOLERANCES APPLICABLE TO ROLL FORM STEEL UNDER THE AISC "STANDARD

MILL PRACTICE" SECTION SHALL BE REQUIRED IN THE FABRICATION OF THE STEEL

BUILDING FRAMES.

A COMPLETE DESIGN ANALYSIS SHOWING ALL CALCULATIONS FOR THE RIGID FRAMES,

PURLINS, ANCHOR BOLT LAYOUT/DETAILS, & OTHER EMBEDDED ITEMS SHALL BE

SUBMITTED FOR APPROVAL WITH THE SHOP DRAWINGS. SHOP DRAWINGS SHALL INCLUDE

DETAILS OF ALL MAIN MEMBERS, FOUNDATION REACTIONS, TYPICAL CONNECTIONS

(SHOWING BOLT HOLES & WELDS) & ERECTION DRAWINGS.

THE BUILDING SHALL BE DESIGNED TO SUPPORT ALL MECHANICAL EQUIPMENT

INCLUDING HEATERS, SPRINKLERS, EXHAUST SYSTEMS AND ALL OTHER SUCH DEVICES

(COORDINATE WITH OTHER DISCIPLINES). ADDITIONAL GIRTS OR PURLINS SHALL BE

PLACED IN CONVENIENT LOCATIONS FOR ATTACHMENT OF ALL MECHANICAL EQUIPMENT.

ANY ATTACHMENT TO METAL DECK IS PROHIBITED.

CROSS BRACING AND/OR PORTAL FRAMES SHALL BE USED TO TAKE LATERAL LOADS TO

THE EXTENT PRACTICAL.

THE FOUNDATION DESIGN IS BASED UPON ESTIMATED REACTIONS OF SIMILAR BUILDING

DESIGNS. CONTRACTOR SHALL PROVIDE PRE-ENGINEERED METAL BUILDING REACTIONS

SIGNED AND SEALED BY A LICENSED ENGINEER TO THE ROICC AND RECEIVE APPROVAL

PRIOR TO START OF CONSTRUCTION.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL

DIMENSIONS. COORDINATE/VERIFY PIER SIZES ON SHEET S-101 WITH BASE PLATE SIZES

AND LOCATE ANCHOR RODS PER THE PEMB SHOP DRAWINGS PRIOR TO POURING

CONCRETE.

FOUNDATION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

STRUCTURAL FOUNDATION DESIGN IS BASED UPON AN ALLOWABLE SOIL

BEARING CAPACITY OF 3,000 PSF PER THE ADJACENT BUILDING'S

GEOTECHNICAL REPORT FOR BUILDING 870 FUEL CELL ADDITION MINNEAPOLIS

SAINT PAUL AIR RESERVE STATION, MINNESOTA, BY TERRACON CONSULTANTS,

INC. (PROJECT NUMBER 41115019), DATED JULY 12, 2011.

LATERAL SOIL PRESSURE BASED ON SOIL DENSITY OF 120 PCF WITH AN ANGLE

OF INTERNAL REPOSE OF 30 DEGREES.

ALL FOUNDATIONS ARE TO BEAR ON UNDISTURBED IN-SITU SOIL OR ON TESTED

STRUCTURAL BACKFILL. FILL SHALL BE PLACED IN UNIFORM LIFTS OF NO MORE

THAN 8 INCHES THICK AND COMPACTED TO 95% MODIFIED PROCTOR VALUE

FOR BACKFILL IN ACCORDANCE WITH ASTM D-1557 (THIS INCLUDES THE LAYER

OF CLEAN WASHED SAND OR STONE FOR SLABS ON GRADE). THE MAXIMUM

PARTICLE SIZE FOR FILL PLACEMENT SHALL NOT EXCEED 2/3 OF THE LIFT

THICKNESS.

MAINTAIN POSITIVE SURFACE DRAINAGE TO PREVENT THE ACCUMULATION OF

WATER IN EXCAVATED AREAS.

MATERIAL TO BE USED AS FILL SHALL BE TESTED BY AN APPROVED TESTING

LABORATORY TO DETERMINE SUITABILITY PRIOR TO BEING PLACED.

REMOVE ALL ORGANIC AND DELETERIOUS MATERIAL.

SURFACE AREAS AT GRADE AND AREAS TO RECEIVE FILL SOILS SHALL BE

DETERMINED WITHIN ±2 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE

CONTENT DETERMINED FROM THE STANDARD PROCTOR TEST.

IMMEDIATELY PRIOR TO CONSTRUCTION, SUB GRADE SOILS SHALL BE PROOF

ROLLED WITH A FULLY LOADED TANDEM-AXLE DUMP TRUCK OR SIMILAR

EQUIPMENT TO DETECT ANY UNSTABLE AREAS. THE PROOF ROLLING

EQUIPMENT SHALL MAKE A MINIMUM OF FOUR PASSES OVER EACH SECTION,

WITH THE LAST TWO PASSES PERPENDICULAR TO THE FIRST TWO. ANY AREAS

WHICH PUMP OR RUT SHALL BE UNDERCUT OR SCARIFIED AND DENSIFIED IN

PLACE AND PROOF ROLLED AGAIN CONTRACTOR SHALL NOTIFY ROICC PRIOR

TO COMMENCEMENT OF PROOF ROLLING OPERATIONS.

FILL PLACEMENT SHALL NOT BEGIN UNTIL PROOF ROLLING OPERATIONS ARE

SUCCESSFUL.

PER SECTION 4.2 AND C4.2 OF ASCE 32-01, UNDISTURBED GRANULAR SOILS OR

FILL MATERIAL WITH LESS THAN 5% OF MASS (BY DRY WEIGHT) PASS A #200

MESH SIEVE IN ACCORDANCE WITH ASTM D422 SHALL BE CONSIDERED NON-

FROST SUSCEPTIBLE SOIL.

COARSE AGGREGATE SIEVE ANALYSIS SHALL BE IN ACCORDANCE WITH ASTM

C136.

CONCRETE:

WELDED WIRE FABRIC WILL BE PLACED AT MID DEPTH OF SLAB, UNLESS

OTHERWISE NOTED.

PROPORTION AND DESIGN CONCRETE MIXES TO RESULT IN CONCRETE SLUMP

AT POINT OF PLACEMENT NOT LESS THAN 3" AND NOT MORE THAN 5".

ADDITION OF WATER TO READY-MIX IN THE FIELD SHALL NOT BE ALLOWED.

DEPOSIT CONCRETE IN A CONTINUOUS OPERATION UNTIL THE PLACING OF

CONCRETE IS COMPLETE. IF POUR IS TO BE DISCONTINUOUS, CONTRACTOR

SHALL USE CONSTRUCTION JOINTS.

SEE SECTION 7.7 OF ACI 318 FOR MINIMUM REINFORCED PROTECTION

REQUIREMENTS.

TYPICAL REINFORCEMENT SPLICES SHALL BE AS FOLLOWS:

#4 BARS - 22" LAP

#5 BARS - 28" LAP

#6 BARS - 33" LAP

#7 BARS - 48" LAP

#8 BARS - 55" LAP

12.1

12.2

12.3

12.4

12.5

SHEET

IDENTIFICATION

D R

A W

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N B

Y

S B

M T

B Y

S

IZ

E

F

IL

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IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

F E

B R

U A

R Y

N

J L

B D

M

C

JH

Q J K

L

-0

S-001

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

C

JH

S T

R U

C T

U R

A L G

E N

E R

A L N

O T

E S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

C J

C J

C J

C J

CJ CJCJ CJ

CJ CJCJ CJ

CJ CJCJ CJ

CJCJCJCJ

B1

S-301

A

B

C

1 2

6" Ø STEEL PIPE

BOLLARD (TYP. OF 8)

SEE B1/S-301

6" CONC. SLAB ON GRADE

W/6x6-W2-9xW2-9 WWF

TOP OF SLAB EL. VARIES

6" CONC. SLAB ON GRADE

W/ 6x6-W2.9xW2.9 WWF

TOP OF SLAB EL. 0'-0" @

O.H. DOORS. HIGH POINT @

COLUMN LINE B @ 1/8"/FT

TO DRAIN @ O.H. DOORS

6" CONC. SLAB ON GRADE

W/ 6x6-W2.9xW2.9 WWF

TOP OF SLAB EL. VARIES

A3

S-301

A1

S-301

B2

S-301

16"x16" CONC. PIER

W/ 8-#6 VERT. & #4

STIRRUPS @ 12" O.C.

(TYP. OF 6)

6' - 0 1/2"

5' - 0" 8' - 0" 7' - 0"

20' - 0"

5' - 0" 8' - 0"

ALL STEEL COLUMN, BASE PLATES &

ANCHOR BOLT SIZES BY PRE-ENGINEERED

METAL BUILDING SUPPLIER (TYP.)

/2

/4

/4

5' - 0" 7' - 0"

8" CONC. FOUNDATION WALL

(TYP. AT PERIMETER OF

BUILDING)

1/2" EXPANSION MATERIAL

BETWEEN CONC. SLAB AND

FOUNDATION WALL (TYP.)

SLOPE

S L O

P E

S L O

P E

S L O

P E

CONTROL JOINT (SEE D2/S-301)

1. BUILDING FINISHED FLOOR ELEVATION 0'-0" INDICATED

ON THE STRUCTURAL DRAWINGS CORRESPONDS TO

ELEVATION FFE 833.50' @ OVERHEAD DOORS AS

INDICATED ON THE CIVIL DRAWING CI101. FIELD

SURVEY WAS COMPLETED IN AUGUST 2014 BY BASE

INSTALLATION PERSONNEL. BEARING SYSTEM IS

BASED ON THE HENNEPIN COUNTY COORDINATE

SYSTEM, NAD83(HARN) 1996 ADJUSTMENT.

2. SEE SHEET S-001 FOR STRUCTURAL GENERAL NOTES.

3. SEE SHEET S-301 FOR ADDITIONAL DETAILS.

GENERAL NOTES:

LEGEND:

SHEET

IDENTIFICATION

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F

IL

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IS

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D A

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T A

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B E

R

T

H A

IR

L

IF

T

W

IN

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C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

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C A

L E

P L

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D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

A s i n d ic a te d

F E

B R

U A

R Y

N

J L

B D

M

C

JH

Q J K

L

-0

S-101

M P

L S

-S T

P

A U

L A

IR

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V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

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IN

N

E A

P O

L

IS

M

N

-2

C

JH

S T

R U

C T

U R

A L F

O U

N D

A T

IO

N

P L A

N

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 3/8" = 1'-0"A1

STRUCTURAL FOUNDATION PLAN

FOOTING SCHEDULE

SIZE (LxWxD) FOOTING STEEL

TOP OF

FOOTING REMARKS

1 CONT. x 2'-0" x 12" 3-#4 CONT. & #3 TRANS. @ 36" O.C. -4'-0"

2 4'-0" x 4'-0" x 12" 5-#5 EACH WAY -4'-0"

X

PLAN NORTH

SCALE: 3/8"=1'-0"

24 4

GRAPHIC SCALE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

HEAVY HEX

NUT & WASHER

HEAVY HEX

NUT & WASHER

BASE PLATE BY PRE-

ENGINEERED METAL

BUILDING SUPPLIER

ANCHOR ROD, DIA BY

PRE-ENGINEERED METAL

BUILDING SUPPLIER

BOTTOM FOOTING

REINFORCEMENT (TYP.

@ ALL ANCHOR RODS)

T.O. CONC. FOOTING

P R

O J.

T

H D

2" DOMED CONC.

6" STEEL PIPE BOLLARD

(SCHEDULE 40) FILLED

WITH CONCRETE. PAINT

SAFETY YELLOW.

SLOPE FOR DRAINAGE

CONCRETE SLAB

POUR CONCRETE

MONOLITHICALLY WITH

FOOTING AS NECESSARY

2' - 0"

1/2" EXPANSION

MATERIAL WHERE

BOLLARD

FOUNDATION ABUTS

CONCRETE

BUILDING SLAB

1/8" t

SAWCUT & FILL

WITH SEALANT

REINFORCEMENT

F.F 0' - 0"

T.O. FOOTING

-4' - 0"

1/2" / 12"

8"

1/2" EXPANSION JOINT

PRE-ENGINEERED METAL

BUILDING BEYOND

ROLLUP DOOR

6" SLAB ON GRADE.

SEE PLAN.

6" CONC. SLAB ON GRADE

W/6x6-W2.9xW2.9 WWF

THICKENED SLAB EDGE

@ DOOR W/ 3-#4 CONT.

2" INSULATION

6" WELL-GRADED SAND

LAYER (TYP. @ INTERIOR)

COMPACTED SUBGRADE

95% ASTM D-1557

COMPACTED SUBGRADE

95% ASTM D-1557

ASPHALT

10 MIL VAPOR RETARDER

CONCRETE FOUNDATION WALL

W/ #4 @ 12" O.C. VERT. & # 4 @

10" O.C. HORZ.

8"x8" TURNDOWN

SLAB W/ 1-#4 CONT.

F.F 0' - 0"

T.O. FOOTING

-4' - 0"

CLR.

2"

4' - 0"

6" CONC. SLAB ON GRADE

W/6x6-W2.9xW2.9 WWF

6" WELL-GRADED SAND

LAYER (TYP. @ INTERIOR)

COMPACTED SUBGRADE

95% ASTM D-1557

COMPACTED SUBGRADE

95% ASTM D-1557

CONCRETE FOOTING.

SEE PLAN.

16"x16" CONCRETE PIER.

SEE PLAN.

STEEL COLUMN. BASE PLATE AND

ANCHOR ROD SIZE BY PRE-

ENGINEERED METAL BUILDING

SUPPLIER

1/2" EXPANSION JOINT

10 MIL VAPOR RETARDER

PROVIDE 2 STIRRUPS

IN TOP 5" OF PIER

2" INSULATION

F.F 0' - 0"

T.O. FOOTING

-4' - 0"

2' - 0"

8"

PRE-ENGINEERED METAL

BUILDING BEYOND

6" CONC. SLAB ON GRADE

W/6x6-W2.9xW2.9 WWF

2" INSULATION

6" WELL-GRADED SAND

LAYER (TYP. @ INTERIOR)

COMPACTED SUBGRADE

95% ASTM D-1557

COMPACTED SUBGRADE

95% ASTM D-1557

CONCRETE STRIP FOOTING.

SEE PLAN.

CONCRETE FOUNDATION

WALL W/ #4 @ 12" O.C. VERT. &

# 4 @ 10" O.C. HORZ.

CLEAN & ROUGH IN SURFACE

OR PROVIDE BONDING AGENT

BETWEEN TWO POURS (TYP.)

10 MIL VAPOR RETARDER

1/2" EXPANSION JOINT

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

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E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

A s i n d ic a te d

F E

B R

U A

R Y

N

J L

B D

M

C

JH

Q J K

L

-0

S-301

M P

L S

-S T

P

A U

L A

IR

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E R

V E

S T

A T

IO

N

M

IL

IT

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IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

C

JH

S T

R U

C T

U R

A L S

E C

T

IO

N S

D

E T

A

IL

S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 1" = 1'-0"D1

ANCHOR ROD DETAIL

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

S-101

B1

BOLLARD DETAIL

1/2 1 21

SCALE: 1"=1'-0"

GRAPHIC SCALES

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

12 2

SCALE: 1" = 1'-0"D2

CONTROL JOINT DETAIL

SCALE: 3/4" = 1'-0"A1

SECTION

SCALE: 3/4" = 1'-0"B2

SECTION

SCALE: 3/4" = 1'-0"A3

SECTION

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

1. ALL EXISTING CONDITIONS AND DIMENSIONS SPECIFIED PER ORIGINAL DESIGN

DRAWINGS AND NON-DESTRUCTIVE SITE INVESTIGATIONS. CONTRACTOR SHALL

VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF

DEMOLITION/CONSTRUCTION (TYP.) AND NOTIFY GOVERNMENT PROMPTLY IF ANY

DISCREPANCIES EXIST.

2. REMOVE ALL EXISTING WORK/MATERIAL, AS DESIGNATED, IN THEIR ENTIRETY

DOWN TO ORIGINAL SUBSTRATES IN INDICATED AREAS TO PERMIT COMPLETION

OF ALL REPAIRS AND REPLACEMENTS.

GENERAL DEMOLITION NOTES:

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF THE WORK. THE DRAWINGS

ARE NOT INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE

FULL PERFORMANCE AND COMPLETION OF THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS, ON THE BASIS OF THE GENERAL PERFORMANCE

CRITERIA AND GENERAL EXTENT OF WORK INDICATED, DESCRIBED OR REQUIRED.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE

CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS

NECESSARY OR IMPLIED THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF

THE WORK SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE

CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS

WELL AS, ALL REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY

CONFLICTING REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE

BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION PRIOR TO PROCEEDING

WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." OR "G.F.G.I." IS NOT MEANT TO BE PART OF THE

CONSTRUCTION SCOPE OF WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE COLLECTION,

SEPARATION, RECYCLE, REMOVAL AND LEGAL DISPOSAL OF MATERIALS AND

RUBBISH.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL NEW

AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS, AT THE SITE. THE

CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY

DIFFERING CONDITIONS BEFORE COMMENCEMENT OF WORK. COMMENCEMENT OF

WORK SHALL CONSTITUTE ACCEPTANCE OF ALL NEW OR EXISTING CONDITIONS.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN

OVER SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY DIFFERING CONDITIONS BEFORE

COMMENCEMENT OF WORK.

10.DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO

SIDE OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

11.NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION

OPERATIONS SHALL BE APPLIED.

12.WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE

RATING SHALL BE CONSTRUCTED AS DETAILED OR REFERENCED BY UL OR

OTHER REFERENCE.

13.DIMENSIONS SHOWN ARE TO FINISH FACE OF WALL UNLESS SPECIFICALLY NOTED

OTHERWISE.

14.PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

15.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL

APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL

OBTAIN NECESSARY BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING

JURISDICTION.

16.ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF

ALL APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

17.ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID

GALVANIC CORROSION.

18.NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS.

SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE

APPLIED TO RELATED DRAWINGS AND DETAILS.

19.A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF

WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

20.WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR

OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILS DETERMINE THE

LOCATION OF ADJACENT WALLS AND FRAMES.

21.DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE

SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED,

CONSULT THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

22.THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL

FLOOR AND WALL SLEEVES, CONDUIT AND ALL MECHANICAL, ELECTRICAL,

PLUMBING, FIRE PROTECTION, STRUCTURAL AND ARCHITECTURAL ITEMS.

23.PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS

REQUIRED FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS

PANEL LOCATIONS SHALL BE REVIEWED WITH THE CONTRACTING OFFICER PRIOR

TO PROCEEDING.

24.ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL

PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE

MOISTURE RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE

BUILDING.

25.CONTRACTOR SHALL PLAN THEIR WORK TO PROVIDE ADEQUATE PROTECTION

FOR PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A

MANNER TO AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

26.CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE

PERFORMED IN OR ABOUT EXISTING FACILITIES WITH CONTRACTING OFFICER,

PRIOR TO START OF SUCH WORK.

GENERAL NEW WORK NOTES:

EARTH

STRUCTURAL FILL

GRAVEL/STONE

CONCRETE/GROUT

CONCRETE

MASONRY UNITS

(CMU)

CMU IN SECTION

FACE BRICK

IN SECTION

CMU RUNNING

BOND ELEVATION

MODULAR BRICK

ELEVATION

EXPOSED FINISHED

WOOD TRIM IN SECTION

RIGID INSULATION

IN SECTION

BATT INSULATION

- THERMAL

SAND/E.I.F.S./

PLASTER/STUCCO

MATERIAL INDICATIONS:

STEEL IN SECTION

PLYWOOD IN SECTION

ELEVATIONS OF GLAZING

A1 View Name

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

DRAWING VIEW TITLE

DRAWING VIEW SCALE

DRAWING VIEW NUMBER

DRAWING TITLE INDICATOR

REVISION NUMBER

LIMIT OF REVISION AREA

REVISION CLOUD AND

NUMBER INDICATOR

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

LIMIT OF ENLARGED AREA

ENLARGED DETAIL/AREA INDICATOR

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

BUILDING SECTION INDICATOR

LINE OF CUTTING PLANE

DIRECTION OF CUTTING PLANE

DETAIL NUMBER

LINE OF CUTTING PLANE

WALL SECTION INDICATOR

SHEET DETAIL IS LOCATED ON

LIMIT OF CUTTING PLANE

DETAIL NUMBER

DIRECTION OF ELEVATION

EXTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

DIRECTION OF ELEVATION

INTERIOR ELEVATION INDICATOR

SHEET DETAIL IS LOCATED ON

DETAIL NUMBER

SHEET DETAIL IS LOCATED ON

DETAIL CALLOUT INDICATOR

(MULTIPLE CALLOUTS)

A1

A-101

A2

A-102

A3

A-103

DRAWING SCALE INDICATOR164 8268

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

GRAPHIC SCALE

NORTH ARROW

A101

A1 Ref

A101

A1

Ref

SYMBOLS:

PLAN NORTH

A101

A1

Ref

A101

A1

Ref

A1

A-101

LIMIT OF CUTTING PLANE

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

A s i n d ic a te d

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

Q J K

L

-0

A-001

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L G

E N

E R

A L

N O

T E

S

L E

G E

N D

S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

ARCHITECTURAL ABBREVIATIONS

PSF POUNDS/SQUARE FOOT

PSI POUNDS/SQUARE INCH

P.M.J.F. PRE-MOLDED JOINT FILLER

PRE-FAB PREFABRICATED

Q

Q.T. QUARRY TILE

R

RAF RAISED ACCESS FLOOR

RECEP. RECEPTIONIST

REF. REFERENCE

REINF. REINFORCEMENT

REQ'D REQUIRED

REV. REVISIONS / REVISED

RH RIGHT HAND

RHR RIGHT HAND REVERSE

R.D. ROOF DRAIN

RM. ROOM

R.O. ROUGH OPENING

RB RUBBER BASE

S

SCHED. SCHEDULE

SECT. SECTION

S.G. SEMI-GLOSS PAINT

SSK SERVICE SINK

SHT. MET. SHEET METAL

SIM. SIMILAR

SCWD SOLID CORE WOOD

STC SOUND TRANSMISSION CLASS

SPEC. SPECIFICATION

SFRM SPRAYED FIRE-RESISTIVE

MATERIAL

SQ. SQUARE

ST. STAIN

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

T

T.B. TACKBOARD

TEL. TELEPHONE

TG TEMPERED GLASS

THK. THICK

T'HOLD THRESHOLD

TOIL. TOILET

TOC TOP OF CONRETE

TC TOP OF CURB

TOS TOP OF STEEL

TW TOP OF WALL

TU TOUCH UP

TYP. TYPICAL

U

UL UNDERWRITERS

LABORATORIES

UNFIN. UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

V

V.T.R. VENT THRU ROOF

VERT. VERTICAL

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

W

W.C. WATER CLOSET

W.R.G.B. WATER-RESISTANT GYP.

BOARD

W.S. WEATHERSTRIPPING

W.B. WHITE BOARD

W. WIDTH

WDW. WINDOW

W.R.O. WINDOW ROUGH OPENING

W.M.P. WIRE MESH PARTITION

W/ WITH

W/O WITHOUT

WD. WOOD

Y

YD. YARD

ARCHITECTURAL ABBREVIATIONS

FLOUR. FLUORESCENT

FTG. FOOTING

FDN. FOUNDATION

G

GA. GAGE OR GAUGE

GALV. GALVANIZED

G.L. GIRT LINE

GL. GLASS

G.P. GLOSS PAINT

GOVT. GOVERNMENT

G.F.G.I. GOVERNMENT FURNISHED /

GOVERNMENT INSTALLED

GYP. GYPSUM

GYP. BD.

(GWB)

GYPSUM BOARD

H

HDW. HARDWARE

H.V.A.C. HEATING VENTILATION & AIR

CONDITIONING

HGT. HEIGHT OR HIGH

H.P. HIGH POINT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HB HOSE BIBB

I

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

J

JT JOINT

JST. JOIST

K.P. KICK PLATE

L

LAM. LAMINATE

LDG LANDING

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG LIGHTING

LONG. LONGITUDINAL

LVR. LOUVER

LP. LOW POINT

M

MGR. MANAGER

MANUF. MANUFACTURER

MAS. MASONRY

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

M.W.P. METAL WALL PANEL

MIN. MINIMUM

MISC. MISCELLANEOUS

N

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

N.I.C. NOT IN CONTRACT

NTS NOT TO SCALE

NO. (#) NUMBER

O

OSHA OCCUPATIONAL SAFETY AND

HEALTH ACT

O.C. ON CENTER

O.W. OPEN WEB

OPNG. OPENING

OPP. OPPOSITE

O.H. OPPOSITE HAND

O.D. OUTSIDE DIAMETER

P

PT PAINT

PR. PAIR

PNL PANEL

PART. PARTITION

PLAS. PLASTER

PLAN. PLASTIC LAMINATE

PL PLATE

PLYWD PLYWOOD

LBS. POUNDS

ARCHITECTURAL ABBREVIATIONS

A

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR/PANEL

A.F. ACCESS FLOORING

ACCESS. ACCESSORIES

ACOUST. ACOUSTICAL

A.C. AIR CONDITIONING

ALUM. ALUMINUM

ADAAG AMERICAN WITH DISABILTITES

ACCESSIBILITY GUIDELINES

A.B. ANCHOR BOLT

& AND

ANG. ANGLE

ANOD. ANODIZED

APP. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

AVG. AVERAGE

B

BM. BEAM

BLKG. BLOCKING

BD. BOARD

BTM. BOTTOM

B.H.M.I. BUILDER'S HARDWARE

MANUFACTURER'S

ASSOCIATION, INC.

BLDG. BUILDING

C

CLG. CEILING

CLG. HT. CEILING HEIGHT

CTR. CENTER

C. TO C. CENTER TO CENTER

CL. CENTERLINE

CH. CHANNEL

C.O. CLEANOUT

CLR. CLEAR

CLOS. CLOSET

COL. COLUMN

CO. COMPANY

CONC. CONCRETE

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.J. CONTROL JOINT

CORR. CORRIDOR

C.Y. CUBIC YARD

D

DESC. DESCRIPTION

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

E

EA. EACH

E.W.C. ELECTRIC WATER COOLER

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.R.D. EMERGENCY ROOF DRAIN

ENGR. ENGINEER

E.P. EPOXY PAINT

EQ. EQUAL

EQUIP. EQUIPMENT

EXIST. EXISTING

E.J. (EXP. JT.) EXPANSION JOINT

EXP. EXPANSION/EXPOSED

EXP. TO

STRUCT.

EXPOSED TO STRUCTURE

EXT. EXTERIOR

F

F.O.G. FACE OF GIRT

FAC. FACTORY

FT. FEET

FV. FIELD VERIFY

FIN. FINISH

F.F. FINISHED FLOOR

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

FLR. FLOOR

F.D. FLOOR DRAIN

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

12'-4"

EXISTING CONCRETE

TO BE DEMOLISHED.

SEE CIVIL PLANS FOR

MORE INFORMATION.

EXISTING ASPHALT TO

BE DEMOLISHED. SEE

CIVIL PLANS FOR

MORE INFORMATION

EXISTING GRASS

TO REMAIN

EXISTING CONCRETE CURB

TO BE DEMOLISHED. SEE

CIVIL PLANS FOR MORE

INFORMATION.

EXISTING CONCRETE

PAD TO REMAIN

EXISTING CONCRETE

PAD TO REMAIN

LINE OF EXISTING

BUILDING 822

DA1DA1

DA2

DA2

DA2

DA2

EXISTING GRASS

TO REMAIN

EXISTING TO BE REMOVED

EXISTING TO REMAIN

EXISTING / DEMOLITION LEGEND

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

/4

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

Q J K

L

-0

AD101

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L D

E M

O L

IT

IO

N

F

IR

S T

F L

O O

R P

L A

N

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 1/4" = 1'-0"B1

DEMOLITION FLOOR PLAN

DEMOLITION KEYNOTES:

NO. DESCRIPTION

DA1 DEMOLISH EXISTING WOOD FRAMED STORAGE BUILDING AND

CONCRETE SLAB ON GRADE.

DA2 DEMOLISH EXISTING CONCRETE SLAB ON GRADE.

PLAN NORTH

04 8268 02 4 8134

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

GRAPHIC SCALE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

A-201 A1

A-201 A3

A-201 C1

A-201 C3

5'-0" 8'-0" 7'-0"

A1 A-301

+/- 15'-0" 20'-0"

8 BOT.

TRAILER

(N.I.C.)

8'-0" CLEAR

D R

IV

E

A

IS

L E

2 BOT.

CART

(N.I.C.)

4 BOT.

RACK

(N.I.C.)

PURGE

UNIT

(N.I.C.)

2'x7'

STOR

AREA

HIGH

PRES.

4'x'8'

(N.I.C.)

WORK

BENCH

3'x10'

(N.I.C.)

LINE OF EXISTING BLDG 822

A5 A-501

A4 A-301

NEW CONCRETE

SLAB. SEE CIVIL

PLANS FOR MORE

INFORMATION

A1

A1

A1

A1

A1

A1

A2

A2

A3

A3

A3

A3

A4

A4

A4

A4

A5

A5

A6

A6

A7

A8

A8

A8

A30

6'-0"

A

B

C

A10

A10

A11

523 SF

OXYGEN

STORAGE

A9

A30

EXISTING

CONCRETE SLAB

& MECH

EQUIPMENT

EXISTING

CONCRETE SLAB

AND MECH.

EQUIPMENT

EXISTING CONCRETE SLAB

A9

NEW ASPHALT.

SEE CIVIL PLANS

FOR MORE

INFORMATION

A26

A27

8'-0"

A30A30

1 2

AIR

COMP.

(N.I.C.)

NEW CURB. SEE

CIVIL PLANS FOR

MORE

INFORMATION.

S L O

P E

/8

S L O

P E

/8

GENERAL NOTES:

1. ALL EQUIPMENT LABELED WITH "N.I.C." IS NOT IN CONTRACT. THESE

ITEMS ARE GOVERNMENT FURNISHED.

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

A s i n d ic a te d

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

fi le n a m e

Q J K

L

-0

A-101

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L F

L O

O R

P L A

N S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 3/8" = 1'-0"A1

FIRST FLOOR PLAN

PLAN NORTH

SCALE: 3/8"=1'-0"

24 4

GRAPHIC SCALE

NEW WORK KEYNOTES:

NO. DESCRIPTION

A1 METAL BUILDING FRAME

A2 8" INSET GIRTS

A3 EXTERIOR VERTICAL METAL WALL PANEL

A4 INTERIOR METAL LINER PANELS TO 8'-0" A.F.F.

A5 2'-0" X 6'-0" WIDE FIXED WINDOW AT 8'-0" A.F.F.

A6 6" CONCRETE FILLED BOLLARD, TYP OF 8

A7 LINE OF WINGTIP CLEARANCE, 116'-6" FROM CENTERLINE

A8 SPLASHBLOCK AT LOCATION OF DOWNSPOUT, TYP OF 3

A9 NEW 6" REINFORCED CONCRETE SLAB WITH 10 MIL VAPOR RETARDER

OVER 2" POLYISO RIGID INSULATION OVER 6" SAND LAYER

A10 8'-0" WIDE X 10'-0" TALL OVERHEAD COILING DOOR WITH AUTOMATIC

DOOR OPERATOR AND MANUAL CHAIN HOIST.

A11 3'-0" x 7'-0" INSULATED HOLLOW METAL PERSONNEL DOOR.

A26 ELECTRICAL PANEL

A27 COMMUNICATIONS RACK

A30 6" EXTERIOR CONCRETE SLAB

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

3" / 12" 3" / 12"

A5 A-501

A4 A-301

6" / 12"

A13

A15

A15

A

B

C

A16

A16

A16

A17

A13

A18

A18

1 2

A

B

C

A22

A23

A23

A23

A23

A23

A23

EXTEND DOOR

FRAMING UP FOR

CANOPY CONNECTION

A20

A20

A29

A28 A28

A28

A28 A28

A17

1 2

A5

A5

A21

A21

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

/8

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

Q J K

L

-0

A-102

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L R

E F

L E

C T

E D

C E

IL

IN

G P

L A

N A

N D

R O

O F

P L A

N

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

SCALE: 3/8" = 1'-0"A3

ROOF PLAN

SCALE: 3/8" = 1'-0"A1

REFLECTED CEILING PLAN

NEW WORK KEYNOTES:

NO. DESCRIPTION

A5 2'-0" X 6'-0" WIDE FIXED WINDOW AT 8'-0" A.F.F.

A13 2'-0" WIDE STANDING SEAM ROOF PANELS WITH 2" HIGH RIBS AND

THERMAL BREAK CLIPS.

A15 4x4 GUTTER

A16 4x4 OPEN FACED DOWNSPOUT, TYP OF 3

A17 ROOF CANOPY WITH STANDING SEAM ROOF PANELS TO MATCH THE

MAIN ROOF

A18 SNOW GUARDS MOUNTED TO STANDING SEAM ROOF

A20 MECHANICAL LOUVER

A21 MECHANICAL UNIT HEATER

A22 MECHANICAL DUCTWORK

A23 SUSPENDED LIGHT FIXTURE

A28 WALL PACK LIGHT, SEE ELECTRICAL

A29 COMPRESSED AIR PIPING

PLAN NORTH

SCALE: 3/8"=1'-0"

24 4

GRAPHIC SCALE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

FIRST FLOOR

0"

T.O. STRUCTURE

12'-0"

A6

A10

A3

A15

A17

6"

12"

D3 A-501

A4 A-301

Sim

3"

12" 3"

12"

A28 A28

A15

A31

FIRST FLOOR

0"

T.O. STRUCTURE

12'-0"

A1 A-301

ABC

A6

A16

A15

A13

A5A5

A16

A6 4'-10" 6'-0" 8'-4" 6'-0" 4'-10"

A A A20

A28

FIRST FLOOR

0"

T.O. STRUCTURE

12'-0"

A8

A16

A15

A3

A6

A10

A17

A16

A15

6"

12"

D3 A-501

A4 A-301

Sim

3"

12" 3"

12"

A28 A28

1 2

FIRST FLOOR

0"

T.O. STRUCTURE

12'-0"

A1 A-301

A5 A-501

A B C

A6

A16

A3

A15

A6

A11

A17

A15

A13

A20

8'-0"

A28

A28 A28

A26

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

/4

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

Q J K

L

-0

A-201

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L E

X T

E R

IO

R

E L E

V A

T

IO

N S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

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

A-101

C1

NORTH ELEVATION

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

A-101

C3

EAST ELEVATION

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

A-101

A1

SOUTH ELEVATION

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

A-101

A3

WEST ELEVATION

NEW WORK KEYNOTES:

NO. DESCRIPTION

A3 EXTERIOR VERTICAL METAL WALL PANEL

A5 2'-0" X 6'-0" WIDE FIXED WINDOW AT 8'-0" A.F.F.

A6 6" CONCRETE FILLED BOLLARD, TYP OF 8

A8 SPLASHBLOCK AT LOCATION OF DOWNSPOUT, TYP OF 3

A10 8'-0" WIDE X 10'-0" TALL OVERHEAD COILING DOOR WITH AUTOMATIC

DOOR OPERATOR AND MANUAL CHAIN HOIST.

A11 3'-0" x 7'-0" INSULATED HOLLOW METAL PERSONNEL DOOR.

A13 2'-0" WIDE STANDING SEAM ROOF PANELS WITH 2" HIGH RIBS AND

THERMAL BREAK CLIPS.

A15 4x4 GUTTER

A16 4x4 OPEN FACED DOWNSPOUT, TYP OF 3

A17 ROOF CANOPY WITH STANDING SEAM ROOF PANELS TO MATCH THE

MAIN ROOF

A20 MECHANICAL LOUVER

A26 ELECTRICAL PANEL

A28 WALL PACK LIGHT, SEE ELECTRICAL

A31 NEW BUILDING SIGNAGE

04 8268 02 4 8134

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

GRAPHIC SCALE

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P

FIRST FLOOR

0"

T.O. STRUCTURE

12'-0"

A4 A-301

A5

A19

A13

A1

A19

A15

A3

A4

A6

A10

A4 A4

A9

A16

A2

A15

A17

3"

12" 3"

12"

6"

12"

A18A18

8'-0"

A-501 D1

A-501 D1

A-501 D5

A

A23

A25

A24

A25

SEE STRUCTURAL

DRAWINGS FOR

REINFORCEMENT

A-501 A5

Sim

A26

A21

A-501 C5

1 2

FIRST FLOOR

0"

T.O. STRUCTURE

12'-0"

A

A-501 D3

/2

A-501 H2

A-501 S2

A6

A10

A1

A4

A9

A19

A13

A10

A6

A25A25

SEE STRUCTURAL

DRAWINGS FOR

REINFORCEMENT

A24

A30

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

/2

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

Q J K

L

-0

A-301

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L B

U

IL

D

IN

G S

E C

T

IO

N

D E

T A

IL

S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

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

A-101

A1

BUILDING SECTION

NEW WORK KEYNOTES:

NO. DESCRIPTION

A1 METAL BUILDING FRAME

A2 8" INSET GIRTS

A3 EXTERIOR VERTICAL METAL WALL PANEL

A4 INTERIOR METAL LINER PANELS TO 8'-0" A.F.F.

A5 2'-0" X 6'-0" WIDE FIXED WINDOW AT 8'-0" A.F.F.

A6 6" CONCRETE FILLED BOLLARD, TYP OF 8

A9 NEW 6" REINFORCED CONCRETE SLAB WITH 10 MIL VAPOR RETARDER

OVER 2" POLYISO RIGID INSULATION OVER 6" SAND LAYER

A10 8'-0" WIDE X 10'-0" TALL OVERHEAD COILING DOOR WITH AUTOMATIC

DOOR OPERATOR AND MANUAL CHAIN HOIST.

A13 2'-0" WIDE STANDING SEAM ROOF PANELS WITH 2" HIGH RIBS AND

THERMAL BREAK CLIPS.

A15 4x4 GUTTER

A16 4x4 OPEN FACED DOWNSPOUT, TYP OF 3

A17 ROOF CANOPY WITH STANDING SEAM ROOF PANELS TO MATCH THE

MAIN ROOF

A18 SNOW GUARDS MOUNTED TO STANDING SEAM ROOF

A19 R-19 VINYL FACED BATT INSULATION

A21 MECHANICAL UNIT HEATER

A23 SUSPENDED LIGHT FIXTURE

A24 2" POLYISO RIGID INSULATION AT FOUNDATION WALL

A25 CONTINUOUS 10 MIL VAPOR RETARDER UNDER CONCRETE FOUNDATION

AND CONCRETE SLAB

A26 ELECTRICAL PANEL

A30 6" EXTERIOR CONCRETE SLAB

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

A-101

A4

OVERHEAD DOOR SECTION

1 2 42

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

GRAPHIC SCALE

M A

R K

D E

S C

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IP

T

IO

N D

A T

E A

P

EXTERIOR METAL

BUILDING PANEL

METAL LINER PANEL

ALUMINUM HEAD FLASHING

@ EXTERIOR DOORS

SEALANT BOTH SIDES

HM DOOR FRAME

VINYL FACED BATT INSULATION

STEEL CHANNELS, BY METAL

BLDG. MANUFACTURER

FRAME TO STEEL

CONNECTION

J-TRIM

EXTERIOR METAL BUILDING PANEL

CLOSED SILL TRIM (TYP.)

INSULATED OVERHEAD

COILING DOOR

VINYL FACED BATT INSULATION

STEEL CHANNELS TOP AND BOTTOM

OF DOOR HOOD, BY METAL BLDG.

MANUFACTURER

/2

EXTERIOR METAL

BUILDING PANEL

SEALANT BOTH SIDES

HM DOOR FRAME

VINYL FACED BATT INSULATION

STRUCTURAL STEEL, BY METAL

BLDG. MANUFACTURER

FRAME TO STEEL

CONNECTION

J-TRIM

J-TRIM

METAL LINER PANEL

EXTERIOR METAL

BUILDING PANEL

LINER PANEL, UP TO

8'-0" AFF

J-TRIM (TYP.)

VINYL FACED BATT INSULATION

STRUCTURAL STEEL, BY METAL

BLDG. MANUFACTURER

OVERHEAD DOOR TRACK

WITH CONT. WEATHERSEALS

METAL JAMB TRIM

/8

(1

/2

M A

X

ALUMINUM EXIT THRESHOLD

SET IN A BED OF SEALANT

DOOR AND FRAME AS SCHEDULED

(REFER TO DOOR SCHEDULE & DETAILS)

WEATHER SEAL DOOR BOTTOM

/2

SLOPE

INSULATED OVERHEAD

COILING DOOR

BOTTOM SEAL

11 1/2"

SLOPE/NOTCH SLAB EDGE

COMPRESSIBLE FILLER AT

CONCRETE JOINT, TYP

EXTERIOR METAL WALL

PANEL

SEALANT BOTH SIDES

WINDOW HEAD

VINYL FACED BATT INSULATION

STEEL CHANNEL, BY METAL

BLDG. MANUFACTURER

CONTINUOUS FLASHING

AND DRIP EDGE

EXTERIOR METAL

BUILDING PANEL

SEALANT BOTH SIDES

WINDOW JAMB

VINYL FACED BATT INSULATION

STEEL CHANNELS, BY METAL

BLDG. MANUFACTURER

JAMB TRIM

EXTERIOR METAL

BUILDING PANEL

SILL FLASHING (HOLD SIDING DOWN

TO ALLOW FOR SLOPE IN FLASHING)

WINDOW SILL

VINYL FACED BATT INSULATION

STEEL CHANNEL, BY METAL

BLDG. MANUFACTURER

SEALANT BOTH SIDES

INTERIOR METAL LINER PANEL TO 8'-0" AFF

GUTTER

GUTTER CLIP

@ 3'-0" O.C.

V A

R

IE

S

ROOF FASTENERS (2) PER

CLIP. ENSURE ATTACHMENT

OF SCREW THROUGH EAVE

SUPPORT TRIM

TAPE MASTIC 3" LENGTH

ROOF PANEL WITH CLIPS

TO ALLOW FOR THERMAL

MOVEMENT

THERMAL BLOCK

EAVE SUPPORT TRIM

EAVE STRUT

STRUCTURAL FASTENERS

@ 1'-0" O.C.

PRE-INSTALLED

FASTENERS @ 1'-0" O.C.

WALL TRIM FASTENERS

@ 1'-0" O.C.

EAVE CLOSURE

FLASHING

BLIND RIVET @ 2'-0" O.C.

WALL PANEL

PURLIN

THERMAL BLOCK.

CONTINUOUS RUN

AT END WALL

STANDING SEAM PANEL

TAPE MASTIC, CONTINUOUS

ROOF TRIM FASTENERS

@ 1'-6" O.C.

STANDING SEAM PANEL CLIP

STRUCTURAL FASTENERS

(2) PER CLIP

RAKE FLASHING

WALL MAIN FASTENERS

@ 1'-0" O.C.

WALL PANEL

STRUCTURAL FASTENERS

(2) PER PURLIN

WALL TRIM FASTENERS

@ 1'-0" O.C.

RAKE SUPPORT FLASHING

1" MIN.

3" MIN.

6" MAX.

NOM.

5"

1' - 4" MIN.

1'-6" MAX.

RIDGE FLASHING

TAPE MASTIC

CONTINUOUS

STANDING SEAM

METAL CLOSURE

STANDING

SEAM PANEL

PURLIN

STANDING SEAM

PANEL CLIP

ROOF TRIM FASTENERS

(6) PER CLOSURE

ROOF TRIM FASTENERS @ 2'-0" O.C.

RIDGE SUPPORT FLASHING

TAPE MASTIC

CONTINUOUS

ROOF TRIM FASTENERS

(4) PER CLOSURE

3'-0"

6"

12"

8'-0"

METAL FRAME PRE-

MANUFACTURED CANOPY

WITH STANDING SEAM

ROOF PANELS TO MATCH

BUILDING ROOF COLOR.

EXTEND DOOR JAMB

FRAMING UP FOR

CANOPY CONNECTION

EXTERIOR METAL

PANEL WITH FLASHING

SLOPE GRADE AWAY

FROM BUILDING

CONTINUOUS VAPOR BARRIER

2" RIGID INSULATION

1/2" EXPANSION JOINT WITH

FILLER MATERIAL

SILL SEALER

INTERIOR METAL LINER PANEL

6" REINFORCED CONCRETE SLAB, SEE

STRUCTURAL FOR REINFORCEMENT

R-19 VINYL FACED BATT INSULATION

SHEET

IDENTIFICATION

D R

A W

N B

Y

D E

S

IG

N B

Y

S B

M T

B Y

S

IZ

E

F

IL

E N

A M

E

IS

S

U E

D A

T E

T A

S K

O R

D E

R N

U M

B E

R

T

H A

IR

L

IF

T

W

IN

G

C K

D B

Y x

C

P R

O

JE

C T

N U

M B

E R

P

L O

T S

C A

L E

P L

O T

D A

T E

SHEET OF

I ro n H o rs e D r i ve

L a d s o n

S o u th

C a ro lin a

.8

.3 bb bb kk kk dd dd ff ff kk kk bb bb bb bb oo oo ff ff kk kk dd dd == == öö öö oo oo ee ee ff ff qq qq bb bb qq qq rr rr oo oo bb bb

C E

M S

P ro je c t N o

L

P ro je c t

M a n a g e r:

C H

R

IS

H

IN

S O

N

21 4 5

D

B

A

C O

N T

R A

C T

N U

M B

E R

/2

/2

A s i n d ic a te d

F E

B R

U A

R Y

N

E B

B

M S

F J

C

JH

Q J K

L

-0

A-501

M P

L S

-S T

P

A U

L A

IR

R

E S

E R

V E

S T

A T

IO

N

M

IL

IT

A R

Y H

IG

H

W A

Y M

IN

N

E A

P O

L

IS

M

N

-2

K R

C

A R

C H

IT

E

C T

U R

A L D

E T

A

IL

S

C O

N S

T R

U C

T O

X Y

G E

N S

T O

R A

G E

B

U

IL

D

IN

G

F A

-1

-D

-0

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

H1

HEAD DETAIL

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

H2

HEAD DETAIL

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

J1

JAMB DETAIL

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

J2

JAMB DETAIL

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

S1

SILL DETAIL

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

S2

SILL DETAIL

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

H3

HEAD DETAIL

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

J3

JAMB DETAIL

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

S3

SILL DETAIL

SCALE: 3" = 1'-0"

A-301

D1

GUTTER EAVE DETAIL

SCALE: 3" = 1'-0"

A-201

D3

RAKE DETAIL

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

A-301

D5

RIDGE DETAIL

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

A-101

A5

CANOPY DETAIL

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

GRAPHIC SCALES

6"6"

SCALE: 3"=1'-0"

04 2

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

A-301

C5

SLAB EDGE DETAIL

M A

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D E

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GENERAL FINISH NOTES

1. CONTRACTOR SHALL READ ALL NOTES BEFORE BEGINNING WORK.

2. FURNISH AND INSTALL MATERIALS IN COMPLIANCE WITH MANUFACTURER'S PRINTED SPECIFICATIONS AND

INSTALLATION INSTRUCTIONS.

3. ANY DISCONTINUED ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE GOVERNMENT IMMEDIATELY.

CONTRACTOR TO NOTIFY GOVERNMENT OF ANY ITEMS REQUIRING FURTHER CLARIFICATION OF FINISH SELECTION.

4. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING OF MATERIALS. DO NOT SCALE

ARCHITECTURAL DRAWINGS. REFER TO DIMENSIONED PLANS

5. CONTRACTOR SHALL PROVIDE TO OWNER ALL MANUFACTURER'S RECOMMENDED MAINTENANCE INSTRUCTIONS

ON ALL FINISH MATERIALS. CONTRACTOR TO PROVIDE GOVERNMENT WITH SHOP DRAWINGS FOR APPROVAL FOR

ALL NEW MATERIALS INSTALLED

6. INTERIOR CONSTRUCTION REQUIRING FINISH / COLOR SELECTION NOT NOTED WITHIN THE SCHEDULE SHALL BE SUBMITTED TO THE ARCHITECT IN WRITING, WITH SAMPLES OR FINISH / COLORS AVAILABLE, CLEARLY IDENTIFYING

ANY THAT MIGHT BE AT A PREMIUM ABOVE THE PRODUCT BID.

7. ALL PRODUCT SPECIFICATIONS ARE GIVEN TO DEFINE DESIGN, COLOR AND QUALITY. SUBSTITUTIONS REQUIRE THE PRIOR APPROVAL OF THE ARCHITECT. PROPOSED SUBSTITUTIONS SHALL ADHERE TO THE INTENT OF THE

QUALITY, DESIGN, COLOR AND PATTERN.

8. ALL FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS AND ELECTRICAL PANELS SHALL BE PAINTED TO

MATCH THE ADJACENT WALL FINISHES UNLESS PRE-FINISHED.

9. ALL FINISHES ARE DESIGNATED USING "PLAN NORTH".

FLOOR FINISH NOTES

1. CONTRACTOR TO FOLLOW MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS ON ALL FLOORING

PRODUCTS AND USE THE ADHESIVES, EQUIPMENT / TOOLS REQUIRED / RECOMMENDED BY THE

MANUFACTURER'S INSTALLATION INSTRUCTIONS.

WALL FINISH NOTES

1. MISCELLANEOUS GRILLS AND ACCESSORIES SHALL BE PAINTED TO MATCH ADJACENT WALL FINISHES

UNLESS THEY ARE PREFINISHED. CONTRACTOR TO VERIFY PAINT COLOR WITH GOVERNMENT.

2. ALL PAINT SHALL HAVE LESS THAN 150 G/l VOC.

DOORS & DOOR FRAMES

1. ALL METAL DOORS AND ALL DOOR FRAMES SHALL BE PAINTED PNT-1, BOTH SIDES OF DOOR. THE INTERIOR SIDE OF EXTERIOR METAL DOORS SHALL BE PAINTED PNT-1. SEE FINISH SCHEDULE.

HG

(HALF GLAZING)

OH

(OVERHEAD COILING DOOR)

1" INSULATED

GLAZING

INSULATED

SLATS

INSULATED

DOOR

CONT.

WEATHERSEALS

CHAIN

OPERATOR FRONT

MOUNTED DOOR

MOTOR

A B

6'-0"

A

1" INSULATED GLAZING

HDW-1 (EXTERIOR ENTRY DOOR)

QTY ITEM DESCRIPTION

HINGES 5 KNUCKLE FULL MORTISE, 32D FINISH3

LOCKSET ENTRY DOOR (F05)1

CLOSER -1

KICKPLATES

TOUCH BAR

WEATHER-STRIPPING

10"

1 SET -

DOOR SWEEP1

THRESHOLD

DOOR HARDWARE SCHEDULE

PANIC EXIT DEVICE1

1. ALL DOOR LITES AND SIDELITES SHALL BE TEMPERED OR LAMINATED GLASS.

(SAFETY GLASS COMPLYING W/ CPSC 16 CFR 1201).

2. SEE EXTERIOR COLOR SCHEDULE ON SHEET A-601 AND FINISH LIST ON SHEET

A-601 FOR DOOR AND FRAME FINISH COLORS.

3. PAINT NEW H.M. DOORS AND FRAMES: PNT-1

4. ALL NEW EXTERIOR DOORS SHALL BE INSULATED.

DOOR GENERAL NOTES:

HM HOLLOW METAL

ALUM ALUMINUM

STL GALVANIZED STEEL

DOOR MATERIAL…