A3 Covered Parking Drawings 20240702 (Unlocked PDF).pdf

U.N.O. UNLESS NOTED OTHERWISE

T. TREAD

STAINLESS STEELST.STL.

ST. STAINED

SCREWSCR.

SYSTEMSYS.

S.C. SEALED CONCRETE

SHG. SHEATHING

R.O. ROUGH OPENING

RE.

RB. RESILIENT BASE

REFER TO

PLASTIC LAMINATEPLAM.

OVERHEAD DOORO.H.D.

FV. FIELD VERIFY

LB. POUND

ELEV. ELEVATOR

CHANNEL

ANGLE

ACOUSTIC CEILING TILE/PANELACT

AFF ABOVE FINISH FLOOR

W.W. WINDOW WALL

LOC. LOCATION

V. VENT

RADIUS

REGISTER

REQUIRED

REVISION

RISER, RISERS

ROOF DRAIN

ROOFING

ROOM

ROUGH

ROUND

SCHEDULE

SECTION

SELECT

SHEET

SIDING

SIMILAR

SLIDING

SMOOTH

SPECIFICATION

SQUARE

STANDARD

STRUCTURE

SUSPENDED

SWITCHBOARD

TOP OF CURB

TOP OF

TOP OF STEEL DECK

TYPICAL

VERTICAL

VERTICAL GRAIN

VESTIBULE

VINYL COMPOSITION TILE

VITREOUS CLAY PIPE

WELDED WIRE MESH

WATER CLOSET

WATER HEATER

WIDE FLANGE

WITH

WITHOUT

WOOD

WINDOW

GAUGE

GALVANIZED STEEL

GLASS / GLAZING

GRADE

GRAM

GRILLE

GRID

GROUND

GYPSUM

GYPSUM BOARD

HAND RAIL

HARDENER

HARDWARE

HARDWOOD

HEATER

HEIGHT

HIGH POINT

HOLLOW METAL

HORIZONTAL

HOSE BIB

HOT WATER

INCH / INCHES

INSIDE DIAMETER

INSULATION

INTERIOR

INVERT

JANITOR

JOINT

JOIST

KICK PLATE

LAMINATED

LANDING

LATH

LAVATORY

LENGTH

LIGHT

LIGHT WEIGHT CONCRETE

LOUVER

MASONRY OPENING

MATERIAL

MANUFACTURER

MAXIMUM

MECHANICAL

METAL

METAL LATH

METER

MINIMUM

MOLDING

MULLION

NATURAL GRADE

NOMINAL

NOT IN CONTRACT

NOT TO SCALE

NUMBER

OBSCURE

ON CENTER

OPENING

OVERALL

OUTSIDE DIAMETER

OVERFLOW SCUPPER

OVERFLOW DRAIN

PAINTED

PAGE

PAIR

PANEL

PARTITION

PENNY

PLATE

PLUMBING

PLYWOOD

POINT

POUNDS PER SQ. IN.

POUNDS PER SQ. FT.

PRECAST

PROPERTY LINE

WDW.

WD.

W/O

W/ W.F.

W.H.

W.C.

W.W.M.

VCP

V.C.T.

VEST.

V.G.

VERT.

TYP.

T.S.D.

T.O.

T.C.

SW.BD.

SUSP.

STRUC.

S.S. /

STD.

SQ.

SPL.SPEC.

SM.

SLDG.

SIM.

SDG.

SHT.

SEL.

SECT.

SCHED.

RND.

RGH.

RM.

RF'G.

R.D.

R.

REV.

REQ'D.

REG.

RAD.

P.L.

P.C.

P.S.F.

P.S.I.

PT.

PLYWD.

PLBG.

PL

d

PTN.

PNL.

PR.

PG.

PTD.

O.F.D.

O.F.S.

O.D.

O.A.

OPN'G.

O.C.

OBS.

NO. / #

N.T.S.

N.I.C.

NOM.

N.G.

MULL.

MLDG.

MIN.

M.

M.L.

MTL.

MECH.

MAX.

MFR.

MAT'L..

M.O.

LVR.

L.W.C.

LT.

LG.

LAV.

LTH.

LDG.

LAM.

K.P.

JST.

JT.

JAN.

INV.

INT.

INSUL.

I.D.

IN.

H.W.

H.B.

HORIZ.

H.M.

H.P.

HT.

HTR.

HDWD.

HDW.

HDN.

H.R.

GWB/G.B.

GYP.

GND.

GRD.

GRL.

G.

GD.

GL.

G.S.

GA.

CONSTRUCTION JOINT

BASEMENT

BEAM

BENCHMARK

BLOCKING

BOARD

BOTTOM OF

BUILDING

CABINET

CAST IN PLACE

CATCH BASIN

CEILING

CEMENT/CEMENTITIOUS

CENTIGRAM

CENTIMETER

CENTER LINE

CERAMIC

CERAMIC TILE

CHANNEL

CLEAR

CLEAN OUT

CLOSET

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTROL JOINT

CONTINUOUS

CONTRACTOR

CORRUGATED

COUNTER

COUNTERSUNK

CONCRETE MASONRY UNIT

DAMP PROOFING

DECIBEL

DIAGONAL

DIAMETER

DIMENSION

DISPENSER

DOWEL

DOWN

DOWNSPOUT

DRAWING

EACH

ELECTRIC

ELECTRIC WATER COOLER

ELEVATION

EQUAL

EQUIPMENT

EXHAUST

EXPANSION

EXPANSION JOINT

EXISTING

EXTERIOR

FEET / FOOT

FINISH

FIXTURE

FLASHING

FLOOR

FLOOR DRAIN

FLUORESCENT

FOOTING

FOUNDATION

FRAME

FIRE HOSE CAB.F.H.C.

FR.

FND.

FTG.

FLOR.

F.D.

FLR.

FL.

FIXT.

FIN.

FT.

EXT.

EXIST.

E.J.

EXPAN.

EXH.

EQUIP.

EQ.

EL.

E.W.C.

ELEC

EA.

DWG.

D.S.

DN.

DWL.

DISP.

DIM.

DIAM.

DIAG.

DB.

D.P.

C.M.U.

CTSK.

CTR.

COR'G.

CONTR.

CONT.

C.J.

CONST.

CONN.

CONC.

COL.

CLOS.

C.O.

CLR.

CHAN.

C.T.

CER.

CL.

CM

CG.

CEM.

CLG.

C.B.

C.I.P.

CAB'T.

BLDG.

B.O.

BD.

BLKG.

B.M.

BM.

BSMT.

ACOUSTIC/ACOUSTICAL

ADDENDUM

ADDITION

AGGREGATE BASE COURSE

AGGREGATE

AIR CONDITIONING

ALUMINUM

ALTERNATE

ANCHOR BOLT

AND

ARCHITECT

ASPHALT

AT@

ASP.

ARCH.

A.B.

ALT.

AL.

A/C

AGG.

ABC

ADD'N.

ADD.

AC.

T.G. TEMPERED GLASS

LOC. LOCATION

T.W. TEACHERS WARDROBE

MB. MARKER BOARD

ABBREVIATIONS

A101

SIM

A101

SIM

A101

SIM

DETAIL BUBBLE

EXAMPLES

ROOM NAME AND

NUMBER SYMBOL

DOOR TAG WINDOW

TAG

WALL

TYPE

SYMBOL

SPOT

ELEVATION

REVISION

SYMBOL

A101

SIM

DETAIL SYMBOL BUILDING SECTION SYMBOL SECTIONAL DETAIL SYMBOL

A101

1 Ref

R e f

1 Ref

R e f

EXTERIOR ELEVATION SYMBOL INTERIOR ELEVATION

SYMBOL

NORTH ARROW SYMBOL DETAIL TITLE SYMBOL

A

VIEW NAME

1 1/2" = 1'-0"

KEYNOTE SYMBOLSSTANDARD VIEW TITLE

E-0

EQUIPMENT

TAG

Room Name

POWER ACTUATOR PROX READER

AA1t

WALL SECTION SYMBOL

1 Ref

A101

SIM

1 Ref

A101

SIM

1 Ref

A101

SIM

A101

SIM

A1

VIEW NAME

1/8" = 1'-0"

REVISION CLOUD

EXAMPLE

PROX READER

W/ POWER

ACTUATOR

MAGNETIC

DOOR HOLD

D H

TA-0

TOILET

ACCESSORY

TAG

NORTH

CODE SUMMARY

PROJECT CONSTRUCTION PURPOSE:

NEW CONSTRUCTION OF EXTERIOR PARKING CANOPY

OWNER:

JEFFERSON BARRACKS / AIR NATIONAL GUARD

DESIGNER:

ACI BOLAND ARCHITECTS

17107 CHESTERFIELD AIRPORT RD. SUITE 110

CHESTERFIELD, MO 63005

PHONE: (314) 991-9993

LOCAL AUTHORITY:

JEFFERSON BARRACKS / AIR NATIONAL GUARD

CODE INFORMATION:

DEPARTMENT OF DEFENSE BUILDING CODE 2021 (IBC 2021 WITH AMENDMENTS)

DEPARTMENT OF DEFENSE PLUMBING CODE 2018 (IPC 2018 WITH AMENDMENTS)

DEPARTMENT OF DEFENSE MECHANICAL CODE 2018 (IMC 2018 WITH AMENDMENTS)

DEPARTMENT OF DEFENSE ELECTRICAL CODE 2017 (NFPA 70, 2017)

DEPARTMENT OF DEFENSE ENERGY CODE 2021 (IECC 2021)

DEPARTMENT OF DEFENSE FIRE CODE 2021 (NFPA 1, 2021)

DEPARTMENT OF DEFENSE LIFE SAFETY CODE (NFPA 101, 2021)

2010 ADA STANDARDS FOR ACCESSIBLE DESIGN / AMERICANS WITH DISABILITIES ACT OF 1990

2009 ICC/ANSI A117.1

NOTE: IF CODE REQUIREMENTS OVERLAP, THE MOST STRINGENT SHALL APPLY.

TYPE OF CONSTRUCTION: II-B

OCCUPANCY GROUP: U - UTILITY & MISCELLANEOUS (NON-ENCLOSED PARKING CANOPY)

OCCUPANT LOAD: N/A (NON-ENCLOSED PARKING CANOPY)

AREA OF CONSTRUCTION:

+/- 6,100 SF

REQUIRED FIRE RESISTANCE RATINGS (IN HOURS)

PER NFPA 101 A.8.2.1.2:

EXTERIOR BEARING WALLS 0 HR

INTERIOR BEARING WALLS 0 HR

PRIMARY STRUCTURAL FRAME 0 HR

FLOOR CONSTRUCTION 0 HR

ROOF CONSTRUCTION 0 HR

INTERIOR NON-BEARING WALLS 0 HR

LIST OF ALTERNATES

ALTERNATE 1: (NOT USED)

ALTERNATE 2: PROVIDE WATERPROOF DUPLEX RECEPTACLE AT EACH COLUMN, TYP.; SEE

ELECTRICAL

ALTERNATE 3: DELETE PV PANEL SYSTEM AND ADD STANDING SEAM METAL ROOF

ALTERNATE 4: ADD GUTTER AND DOWNSPOUTS

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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5SHEET INDEX

SHEET NUMBER SHEET NAME

CIVIL

C1.0 SITE PLAN

C2.0 CONSTRUCTION DETAILS

ARCHITECTURE

A110 OVERALL ARCHITECTURAL SITE PLAN

A120 ENLARGED ARCHITECTURAL SITE PLAN

A510 OVERALL EXTERIOR ELEVATIONS

A600 BUILDING SECTIONS

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S100 FOUNDATION PLAN

S101 ROOF FRAMING PLAN

S300 FRAMING DETAILS

ELECTRICAL

E001 ELECTRICAL SYMBOLS LEGEND

E101 OVERALL ELECTRICAL SITE PLAN

E201 ENLARGED ELECTRICAL PLANS

1/4" = 1'-0"

SYMBOLS

LOCATION PLAN

JB ANG COVERED PARKING

BUILDING 41

41 MAY ROAD

ST. LOUIS, MO 63125

P R O J E C T T E A M

MEP

BRANCHPATTERN

PHONE 816.531.2121

1508 Grand Boulevard Kansas City, MO 64108

ARCHITECT

ACI BOLAND, INC.

17107 Chesterfield Airport Road, Ste 110 Chesterfield, MO 63005

314.991.9993PHONE

STRUCTURAL

BOB D. CAMPBELL & CO.

PHONE 816.531.4144

4338 Belleview Ave.

Kansas City, MO 64111

CIVIL

BHC

PHONE 913.663.1900

7101 College Blvd., Ste. 400 Overland Park, KS 66210

NORTH

PROJECT AREA

Description Date

D ou gl as

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451.67 TE

451.85 TE

451.06 TE

452.09 TE

448.05 TP

447.87 TP

452.53 TP452.66 TP

450.95 TE

451.24 TE

451.84 TE

452.36 TE

449.31 TP

450.04 TP

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6' 9.

110.00'

9.

30.0020.00 40.00

9.47'14.16'

5.

14.16' 9.47'

5.

.0

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.0

.0

8.50 8.50 8.50 8.50

449.60 TP

449.98 TP

450.37 TP

450.68 TP

450.99 TP

451.15 TP

450.70 TP

450.34 TP 449.90 TP 449.22 TP 448.73 TP

448.24 TP

448.39 TP

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6'

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6'

110.00'

20.00

9.00

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63.09

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2.

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

PR

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BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

Description Date

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

N

GRADING LEGEND

EXISTING GRADE MAJOR CONTOURS

EXISTING GRADE MINOR CONTOURS 982

DETAILED GRADING LEGEND

TOP OF EXISTING PAVEMENT ELEVATION0000.00 TP

TOP ELEVATION OF EXISTING STRUCTURE0000.00 TE

01 PROPOSED CANOPY; REFER TO STRUCTURAL PLANS.

02 PROPOSED 36" DIA. COLUMNS, TYP.; REFER TO STRUCTURAL PLANS.

03 EXISTING FENCE, DO NOT DISTURB.

04 LEAD FREE, WATER-BORNE EMULSION BASED TRAFFIC PAINT FOR PARKING LOT STRIPING

(WHITE ON ASPHALT & YELLOW ON CONCRETE).

CONSTRUCTION NOTES

SITE LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING BUILDING

EXISTING PCC PAVEMENT

EXISTING

BUILDING

PROPOSED CANOPY

1. All existing parking striping under proposed canopies are to be removed and repainted as shown.

2. Project Survey was created using meters & converted into feet with a factor of 1 meter = 3.28084 feet

3. All utilities are to remain & not to be disturbed.

4. All striping locations were estimated using Google Earth, Contractor to repaint lines if needed.

5. All existing stalls are 10' x 20'

SITE NOTES

EXISTING

BUILDING

POINT OF SCALING TO

CONVERT FROM METERS

TO FEET

03 000

SEE CONSTRUCTION DETAILS - SHEETS C2.0

017 STEEL/CONCRETE BOLLARD; CONTRACTOR TO COORDINATE WITH OWNER ON LOCATION.

023 CONCRETE WHEEL STOP

DETAILS

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C1.0

SITE PLAN

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NOTE:

1. SUBMIT ALTERNATIVE WHEELSTOP

DESIGNS FOR APPROVAL BY

ARCHITECT/ ENGINEER

1'-0" 2'-0" 1'-0" 2'-0" 1'-0" 7'-0"

8" Min.

6 12" Min.

(2) #3 BARS

34" ∅ x 30" SMOOTH STEEL BAR DRIVEN

INTO 1" ∅ HOLE DRILLED THRU PAVEMENT

(TYPICAL OF 3 AT EACH WHEELSTOP)

Not to Scale Concrete Wheelstop023

FRONT ELEVATION END SECTION

3' -0

4'

-0

15"

6" DIAMETER STEEL PIPE

PAINTED YELLOW FILLED

W/CONCRETE

APPLY EXPANSION JOINT MATERIAL

(FOR BOLLARDS IN HEAVY DUTY

CONCRETE AREAS ONLY)

CONCRETE

BACKFILL

Not to Scale Steel/Concrete Bollard017

3" M

IN

MOUND CONCRETE

TO FORM CAP

1" M

IN

FINISH

GRADE

GENERAL NOTES:

1. CONSTRUCTED OF STEEL NOT LESS THAN 4" IN DIAMETER AND

CONCRETE FILLED.

2. SET NOT LESS THAN 3' DEEP IN A CONCRETE FOOTING OF NOT LESS

THAN A 15" DIAMETER.

3. SET WITH THE TOP OF THE POST NOT LESS THAN 4' ABOVE GROUND.

4. LOCATED NOT LESS THAN 3' FROM THE PROTECTED OBJECT.

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

PR

O

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C

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AM

E:

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

Description Date

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

C2.0

CONSTRUCTION

DETAILS

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A120

B

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C

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A

'-8

'-0

'-0

'-0

'-0

'-0

23'-0"

23'-0"

23'-0"

23'-0"

23'-0"

6'-0 1/4"

A120

EXTENTS OF NEW CANOPY

EXTENTS OF NEW CANOPY

EXISTING PARKING TO REMAIN

A120

Sim

A120

Sim

BUILDING 41

'-5

/4 www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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NORTH

Description Date

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A600

1/ A510

A

3 8654

/4

1'-11 1/4" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 1'-11 1/4"

118'-10 1/2"

/2

9" +/-

/2

1'-11 1/4"

EXISTING

POWER POLE

TO REMAIN;

PROTECT

DURING

CONSTRUCTION

EXISTING

POWER POLE

TO REMAIN;

PROTECT

DURING

CONSTRUCTION

NOTE: VERIFY OVERALL

ROOF DIMENSIONS WITH

FINAL SOLAR PANEL

INSTALL DIMENSIONS

PV PANEL,

TYP.; SEE

ELECTRICAL

ALTERNATE 3 :

DELETE PV

PANEL SYSTEM

AND ADD

STANDING SEAM

METAL ROOF

ALTERNATE 4:

ADD GUTTER

AND

DOWNSPOUTS

NOTE: SOLAR PANEL

INSTALLER TO PROVIDE

AND INSTALL

MANUFACTURER-

RECOMMENDED

MOUNTING HARDWARE.

FOUR SYMMETRICAL

MOUNTING POINTS PER

PANEL, MIN.

A600

1/ A510

A

3 8654

/4

1'-11 1/4" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0" 1'-11 1/4"

118'-10 1/2"

/2

9" +/-

/2

T Y

P

TYP.

3'-0"

TYP.

10'-0"

RELOCATE

WHEEL STOP

FOR NEW

PARKING LINE

LAYOUT, TYP.

EXTENT OF

CANOPY

ABOVE

ALTERNATE 2:

PROVIDE

WATERPROOF

DUPLEX

RECEPTACLE

AT SECOND

AND FIFTH

COLUMNS,

TYP.; SEE

ELECTRICAL

EXISTING

POWER POLE

TO REMAIN;

PROTECT

DURING

CONSTRUCTION

EXISTING

POWER POLE

TO REMAIN;

PROTECT

DURING

CONSTRUCTION

REMOVE FORMER

STRIPING IN

AREAS OF NEW

CANOPIES; PAINT

NEW STRIPING

AS SHOWN; TYP.

SAW CUT

EXISTING

ASPHALT AND

EXCAVATE FOR

NEW FOOTINGS

AS REQUIRED

TO

ACCOMMODATE

NEW WORK;

TYP.

NOTE: INCLUDE COSTS TO

SAW CUT, EXCAVATE, AND

PATCH AS REQUIRED TO

ACCOMMODATE NEW

ELECTRICAL WORK.

10 PARKING STALLS PER

CANOPY, TYP.

ALTERNATE 4:

ADD GUTTER

AND

DOWNSPOUTS

PAINT EXPOSED

CONCRETE

FOOTINGS

SAFETY

YELLOW, TYP.

EXPOSED

STEEL TO BE

AESS3, PRIMED

AND PAINTED,

TYP.

A600

A

3 8654

TYP.

11'-6"

TYP.

11'-6"

MOUNT LED LIGHT

TO PURLIN, TYP.;

SEE ELECTRICAL

EXPOSED

STEEL TO BE

AESS3, PRIMED

AND PAINTED,

TYP.

GENERAL PLAN NOTES

1. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ADA REQUIREMENTS AND

APPLICABLE LOCAL, STATE, AND FEDERAL BUILDING CODES AND REGULATIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING NECESSARY BUILDING PERMITS.

3. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD VERIFY EXISTING

CONDITIONS AND NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES OR DISCREPANCIES

WITH THE PROJECT DOCUMENTS. ACCESS TO THE SITE AND/OR SPACE UNDER

CONSTRUCTION DURING BIDDING AND CONSTRUCTION SHALL BE COORDINATED WITH THE

OWNER.

4. UPON VERIFICATION OF THE EXISTING CONDITIONS, THE CONTRACTOR SHALL DETERMINE

AND RECOMMEND THE BEST ACTION TO MINIMIZE THE EXTENT OF REMOVAL WORK FOR

INSTALLATION OF NEW WORK.

5. IF MATERIAL SUSPECTED OF CONTAINING HAZARDOUS MATERIALS ARE ENCOUNTERED,

DO NOT DISTURB. IMMEDIATELY NOTIFY ARCHITECT AND OWNER. OWNER SHALL

COORDINATE WITH CONTRACTOR ON THE REMOVAL OF SUCH ITEMS. WORK MAY PROCEED

AFTER HAZARDOUS MATERIAL HAS BEEN REMOVED.

6. CONTRACTOR TO PROVIDE ALL REQUIRED LABOR, MATERIAL, AND EQUIPMENT

NECESSARY TO MEET AND COMPLETE THE REQUIREMENTS OF THE NEW CONSTRUCTION.

7. EXISTING CONSTRUCTION TO REMAIN SHALL BE PATCHED, REPAIRED, AND PREP AS

REQUIRED FOR NEW FINISH APPLICATION.

8. DO NOT CLOSE OR OBSTRUCT WALKWAYS, EXITS, OR OTHER FACILITIES USED BY

OCCUPANTS OF BUILDINGS WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING

JURISDICTION

9. CONDUCT OPERATIONS IN A SAFE WORKING MANNER TO PREVENT DAMAGE OR INJURY TO

ADJACENT SPACES, BUILDING, STRUCTURE, OTHER FACILITIES, AND PERSONS.

10. REFER TO GENERAL NOTES, LEGENDS & SYMBOLS SHEET FOR ADDITIONAL GENERAL

NOTES AS APPLICABLE.

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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07/02/2024

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ENLARGED

ARCHITECTURAL SITE

PLAN

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1/8" = 1'-0"3 NORTH CANOPY ROOF PLAN

1/8" = 1'-0"1 NORTH CANOPY PARKING PLAN

1/8" = 1'-0"2 NORTH CANOPY REFLECTED CEILING PLAN

NORTH

NORTH

NORTH

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A600

CLEARANCE

HEIGHT

463'-6"

2 3 8654

T.O. FOOTING

453'-3"

N. GRADE HIGH

451'-0 101/256"

N. GRADE LOW

448'-4 37/256"

T.O. COLUMN

465'-9"

/2

ALTERNATE 2: PROVIDE

WATERPROOF DUPLEX

RECEPTACLE AT SECOND

AND FIFTH COLUMNS,

TYP.; SEE ELECTRICAL

EXPOSED

STEEL TO BE

AESS3, PRIMED

AND PAINTED,

TYP.

ALTERNATE 4:

ADD GUTTER

AND

DOWNSPOUTS

PAINT EXPOSED

CONCRETE

FOOTINGS

SAFETY

YELLOW, TYP.

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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07/02/2024

A510

OVERALL EXTERIOR

ELEVATIONS

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Checker

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1/4" = 1'-0"1 NORTH CANOPY - SOUTH ELEVATION

Description Date

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S. GRADE - LOW

449'-1"

S. GRADE - HIGH

451'-6"

CLEARANCE

HEIGHT

463'-6"

A

T.O. FOOTING

453'-3"

N. GRADE HIGH

451'-0 101/256"

N. GRADE LOW

448'-4 37/256"

T.O. COLUMN

465'-9"

B.O. FOOTING

443'-3"

(S E

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/2

2 1/8"

12"

A600

A600

24'-0"

23'-7 1/2" +/-

NOTE: VERIFY OVERALL

ROOF DIMENSIONS WITH

FINAL SOLAR PANEL

INSTALL DIMENSIONS

ALTERNATE 4: ADD GUTTER AND

DOWNSPOUTS; 6" STYLE "A"

GUTTER, 4" DOWNSPOUT AT

EACH COLUMN, PROVIDE AND

INSTALL BRACKETS AS

REQUIRED, PREFINISHED TO

MATCH STEEL PAINT

ALTERNATE 3: DELETE PV

PANEL SYSTEM AND ADD

STANDING SEAM METAL ROOF;

PROVIDE INSTALLATION SHOP

DRAWINGS

EXPOSED STEEL TO BE AESS3,

PRIMED AND PAINTED, TYP.

ALTERNATE 2: PROVIDE

WATERPROOF DUPLEX

RECEPTACLE AT SECOND AND

FIFTH COLUMNS, TYP.; SEE

ELECTRICAL

PAINT EXPOSED CONCRETE

FOOTINGS SAFETY YELLOW,

TYP.

CLEARANCE

HEIGHT

463'-6"

ALTERNATE 4: ADD GUTTER AND

DOWNSPOUTS; 6" STYLE "A"

GUTTER, 4" DOWNSPOUT AT

EACH COLUMN, PROVIDE AND

INSTALL BRACKETS AS

REQUIRED, PREFINISHED TO

MATCH STEEL PAINT

ALTERNATE 3: DELETE PV

PANEL SYSTEM AND ADD

STANDING SEAM METAL ROOF;

PROVIDE INSTALLATION SHOP

DRAWINGS

SEE STRUCTURAL

A

T.O. COLUMN

465'-9"

3'-0"

1'-9 1/4"

3'-0"2

/2

6"

2 1/2"

/2

6"

2 1/2"

6"

6"

R 2'-0"

R

'-0

1/4" END CAP

PLATE, TYP.

SEE STRUCTURAL

FOR CONNECTION

DETAILS AND

MATERIAL

GAUGES

SEE STRUCTURAL

ALTERNATE 3: DELETE

PV PANEL SYSTEM AND

ADD STANDING SEAM

METAL ROOF; PROVIDE

INSTALLATION SHOP

DRAWINGS

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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BUILDING SECTIONS

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1/2" = 1'-0"1 Section 4

1" = 1'-0"3 LOWER ROOF EDGE DETAIL

1" = 1'-0"2 COLUMN BRACKET DETAIL

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GENERAL NOTES - STRUCTURAL

1. General Information

A. The contractor shall verify dimensions and conditions before construction and notify the engineer of any discrepancies, inconsistencies, or difficulties affecting the work before proceeding.

B. The contractor shall coordinate all disciplines, verifying size and location of all openings, whether shown on structural drawings or not, as called for on architectural, mechanical, or electrical drawings. In the case of work in an existing building the contractor shall scan existing structure to locate all rebar in the area of the new core/opening using ground penetrating radar and notify the engineer of record for review prior to coring/cutting. Conflicts, inconsistencies, or other difficulties affecting structural work shall be called to the architect or engineer's attention for direction before proceeding.

C. All design and construction work for this project shall conform to the requirements of the following governing design codes:

1. International Building Code (IBC 2018) and referenced standards as amended by the city of St. Louis, MO

2. Minimum Design Loads for Buildings and Other Structures (ASCE7-16)

3. Specification for Structural Steel Buildings (AISC 360-16)

Member Design Basis is Allowable Stress Design (ASD) Connection Design Basis is Allowable Stress Design (ASD)

4. Structural Welding Code (AWS D1.4/D1.4M - 2017)

5. Building Code Requirements for Structural Concrete (ACI 318-14)

6. Building Code Requirements for Masonry Structures (TMS 402-16)

7. North American Specification for the Design of Cold-Formed Steel Structural

Members (AISI S100-16)

8. National Design Specification (NDS) for Wood Constriction with 2018

Supplements (ANSI/AWC NDS-2018)

9. Special Design Provisions for Wind and Seismic (AWC SDPWS-2015)

D. These drawings are for this specific project and no other use is authorized.

2. Structural Load Design Criteria

3. Concrete

A. All concrete shall have a minimum design compressive strength of 4500 psi in 28 days, with not less than 560 pounds of cement per cubic yard of concrete, not over 5 gallons of water per 100 pounds of cement, with 6% +/- 1% air entrainment, and a maximum of 4 inches of slump.

B. The preceding minimum mix requirements may have water-reducing admixtures conforming to ASTM C494 added to the mix at manufacturer's dosage rates for improved workability.

C. The preceding minimum mix requirements may have up to 15% maximum of the cement content replaced with an approved ASTM C618 Class C fly ash, provided the total minimum cementitious content is not reduced.

D. Combined aggregate (coarse plus fine) for all concrete shall be well graded from coarsest to finest with no more than 18 percent and not less than 8 percent retained on an individual sieve, except that less than 8 percent may be retained on coarsest sieve and on No. 50 and finer sieves. Submit this gradation report with the concrete mix design shop drawings.

E. All concrete is reinforced concrete unless specifically called out as unreinforced.

Reinforce all concrete not otherwise shown with same steel as in similar sections or areas. Any details not shown shall be detailed per ACI 315 and meet requirements of ACI 318, current editions.

F. Contractor shall verify that all concrete inserts, reinforcing and embedded items are correctly located and rigidly secured prior to concrete placement.

G. No aluminum items shall be embedded in any concrete.

4. Reinforcing Steel

A. All reinforcing steel shall conform to the requirements of ASTM A615 or A706 grade 60 steel. Welded plain wire fabric shall be supplied in sheets and conform to the requirements of ASTM A185.

B. Clear coverage of concrete over reinforcing steel shall be as follows:

1. Concrete placed against earth: 3"

2. Formed concrete against earth: 2"

3. Slabs: 1"

4. Beams or Columns: 1-1/2"

5. Other 2" All coverage shall be nominal bar diameter minimum.

C. All dowels shall be the same size and spacing as adjoining main bars (splice lap 48 bar diameters or 24" minimum unless noted otherwise).

D. Bars marked continuous and all vertical steel shall be lapped 48 bar diameters (2'-0" minimum) at splices and embedments, unless shown otherwise. Splice top bars near midspan and splice bottom bars over supports, unless noted otherwise.

E. Accessories shall be as specified in latest edition of the ACI Detailing Handbook and the concrete Reinforcing Steel Institute Design Handbook. Maximum accessory spacing shall be 4'-0" on center, and all accessories on exposed surfaces are to have plastic coated feet.

5. Structural Steel

A. All structural steel beams and columns shall be ASTM A992, grade 50 steel and all miscellaneous steel shall be ASTM A36 grade steel (except at moment connections where plates shall be ASTM A572, grade 50). Hollow Structural Sections (HSS) shall be ASTM A500, grade C. Fabrication and erection shall be in accordance with AISC 303 "Code of Standard Practice for Steel Buildings and Bridges" in the referenced edition of the AISC Steel Construction Manual.

B. All welding shall conform to the recommendations of the AWS.

C. All exterior steel and connections shall be hot-dip galvanized.

D. All bolts not otherwise specified shall be 3/4" diameter high strength (ASTM A325-N).

All bolts shall be fully pretensioned. All beam connections shall be designed per the AISC Manual of Steel Construction "Framed Beam Connections" for the indicated reactions or at least 0.4 x beam total shear capacity, Vn/Omega, shown in the maximum total uniform load tables, whichever is greater; and, shall account for eccentricity when the bolt line is more than 2" from the center of the support. All connections must be two bolt minimum. Additional connection elements may not be specifically shown in the conceptual details in this set but may be required by the final connection design, such as stiffener plates, doubler plates, supplement/reinforcing plates or other connection material. Connection design and shop drawing preparation shall be completed under the direct supervision of a professional engineer licensed in the state the project is located and shop drawings and connection calculations shall bear his/her seal.

E. All anchor bolts shall be 3/4" diameter, ASTM F1554, Grade 36 unless noted otherwise.

Plate washers of minimum size and thickness for the given anchor diameter in Table 14-2 of the AISC Steel Construction Manual shall be provided at every column anchor bolt. Plate washers shall have a standard size hole for the anchor bolt. At braced frames, plate washers shall be welded all around to the column base plate with 3/16” fillet weld.

F. Design and installation of steel decking shall comply with the recommendations of the Steel Deck Institute (SDI). All decking shall be galvanized unless noted otherwise.

G. Allow 1.0 tons of structural steel to be used as directed in the field for special conditions by the engineer of record. Cost for shop drawings, fabrication, delivery, detailing, and erection to be included. 50% of structural steel allowance shall be bid as miscellaneous galvanized angle and plate.

6. Post-installed Anchors

A. Post-installed anchors shall be used only where specified on the drawings unless approved in writing by the engineer of record. See drawings for anchor diameter, spacing and embedment. Performance values of the anchors shall be obtained for specified products using appropriate design procedures and/or standards as required by the governing building code. Anchors installed in concrete shall have an ICC-ES Evaluation Service Report. Special inspection is required for all post installed anchors.

The contractor shall coordinate an on-site meeting with the post installed anchor manufacturer field representative to educate the construction team on the anchor installation guidelines and requirements.

B. Mechanical anchors used in cracked and uncracked concrete shall have been tested and qualified for use in accordance with ACI 355.2 and ICC-ES AC193. All anchors shall be installed per the anchor manufacturer's written instructions.

C. Adhesive anchors used in cracked and uncracked concrete shall have been tested and qualified for use in accordance with ICC-ES AC308. All anchors shall be installed per the anchor manufacturer's written instructions.

D. Mechanical anchors used in solid grouted masonry shall have been tested and qualified for use in accordance with ICC-ES AC01. All anchors shall be installed per the anchor manufacturer's written instructions.

E. Adhesive anchors used in solid grouted masonry shall have been tested and qualified for use in accordance with ICC-ES AC58. All anchors shall be installed per the anchor manufacturer's written instructions.

F. Anchors used in hollow concrete masonry shall have been tested and qualified in accordance with ICC-ES AC106 or ICC-ES AC58 as appropriate. All anchors shall be installed per the anchor manufacturer's written instructions with appropriate screen tubes used for adhesives.

7. Foundations

A. Structural foundations consist of a network of straight shaft drilled piers (caissons established on highly weathered limestone capable of safely supporting 10 ksf end bearing.

B. Contractor shall provide for dewatering at excavations from either surface water or seepage.

C. All foundation excavations shall be inspected by a qualified soil engineer, approved by the architect and/or structural engineer, prior to placement of steel or concrete. This inspection shall be at the owner's expense.

D. All concrete in the structural portion retaining the backfill shall have attained its design strength prior to being backfilled.

E. Moisture content in soils beneath building locations should not be allowed to change after footing excavations and after grading for slabs on grade are completed. If subgrade materials become desiccated or softened by water or other conditions, recompact materials to the density and water content specified for engineered fill. Do not place concrete on frozen ground.

8. Shop Drawings and Deferred Submittals

A. Bob D. Campbell and Company, Inc. will review the General Contractor’s (GC) shop drawings and related submittals (as indicated below) with respect to the ability of the detailed work, when complete, to be a properly functioning integral element of the overall structural system designed by Bob D. Campbell and Company, Inc.

B. Deferred submittals shall be submitted to the architect of record for review who shall forward to the building official for review and approval. Design calculations for deferred sub mittals shall be submitted at the same time as the shop drawings for review. Design calculations shall be prepared and sealed by a Professional Engineer licensed in the state of the project. The deferred submittal items shall not be installed until the deferred submittal documents have been approved by the building official.

C. Prior to submittal of a shop drawing or any related material to Bob D. Campbell and Company, Inc., the GC shall:

1. Review each submission for conformance with the means, methods, techniques, sequences and operations of construction and safety precautions and programs incidental thereto, all of which are the sole responsibility of the GC.

2. Review and approve each submission.

3. Stamp each submission as approved.

D. Bob D. Campbell and Company, Inc. shall assume that no submission comprises a variation unless the GC advises Bob D. Campbell and Company, Inc. with written documentation.

E. Bob D. Campbell and Company, Inc. shall review shop drawings and related materials with comments provided that each submission has met the above requirements. Bob D. Campbell and Company, Inc. shall return without comment unrequired material or submissions without GC approval stamp.

F. Required shop drawings and related material (if any) are indicated below.

Should Bob D. Campbell and Company, Inc. require more than ten (10) working days to perform the review, Bob D. Campbell and Company, Inc. shall so notify the GC.

1. Concrete mix designs and material certificates including admixtures and compounds applied to the concrete after placement.

2. Reinforcing steel shop drawings including erection drawings and bending details.Bar list will not be reviewed for correct quantities.

3. Structural steel shop drawings including erection drawings and piece details.

Include decking and connector submittals. Include miscellaneous framing specified on the structural drawings, but do not submit framing specified on non-structural drawings for Bob D. Campbell and Company, Inc. review.

10. Statement of Structural Special Inspections

A. The structural design for this project is based on completion of special inspections during construction in accordance with section 1704 of the International Building Code. The owner shall employ one or more qualified special inspectors to provide the required special inspections.

B. The special inspector shall furnish inspection reports to the building official, owner, architect and structural engineer, and any other designated person.

C. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority, building official and structural engineer.

D. The special inspector shall submit a final signed report stating that the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the building code.

E. The following inspections and tests are required with the frequency (continuous or periodic) as defined within the referenced section or standard listed below. The General Contractor shall provide notification to the inspector when items requiring inspection are ready to be inspected and provide access for those inspections.

1. Shop Fabrication – structural steel and steel bar joist per Section 1704.2.5 unless AISC certified shop

2. Steel Construction per Section 1705.2 and the quality assurance requirements of AISC 341 Chapter J (as referenced by AISC 360)

3. Concrete Construction per Section 1705.3 and Table 1705.3

a. Reinforcing Steel Placement

b. Cast in Place Anchors

c. Design Mix Verification

d. Concrete Sampling and Testing

e. Concrete Placement

f. Concrete Curing

4. Verification of Soils per Table 1705.6

5. Inspections and Tests of Cast-In-Place Deep Foundation per Table 1705.8

11. Copyright and Disclaimer

A. All drawings in the structural set (S-series drawings) are the copyrighted work of Bob D. Campbell and company, Inc. These drawings may not be photographed, traced, or copies in any manner without the written permission of Bob D. Campbell and Company, Inc. Exception: Original drawings may be printed for distribution to the owner, architect, and general contractor for coordination, bidding, and construction. Subcontractors may not reproduce these drawings for any purpose or in any manner.

B. I, Wayne E. Davis, P.E., registered engineer and a representative of Bob D.

Campbell and Company, Inc., do hereby accept professional responsibility as required by the professional registration laws of this state for the structural design drawings consisting of S-series drawings. I hereby disclaim responsibility for all other drawings in the construction document package, they being the responsibility of other design professionals whose seals and signed statements may appear elsewhere in the construction document package.

A. Roof Live = 20 psf; Roof Dead = 15 psf B. Snow: Pg = 20psf, Pf =17psf, Is = 1.0, Ce = 1.0, Ct = 1.2, Drift per ASCE/SEI 7 C. Lateral Loads:

1. Wind:

• V = 108 mph, Exposure B

• Occupancy [Risk] Category II, Iw=1.0 GCpi=+/-0.18

• Design wind pressures to be used for the design of exterior component and cladding materials on the designated zones of wall and roof surfaces shall be per section 30.7 and Table 30.7-2 of ASCE/SEI 7. Tabulated pressures shall be multiplied by effective area reduction factors, exposure adjustment factors, and topographic factors where applicable

2. Seismic:

• Ss = 0.438, S1 = 0.157

• Occupancy [Risk] Category II, Ie=1.0,

• Site Classification D; Sds = 0.423; Sd1 = 0.239

• Seismic Design Category D

LEGEND:

RD-1

SPAN DIRECTION OF DECK

. . . . . . 1½", 22ga GALVANIZED WIDE RIB ROOF

DECK (3 SPAN CONTINUOUS) ATTACH

TO STRUCTURE TO DEVELOP 325plf

DIAPHRAGM SHEAR (ASD LOAD).

@ AT

& AND

Ø ROUND, DIAMETER

ADTL ADDITIONAL

AFF ABOVE FINISHED FLOOR

ALT ALTERNATE

ARCH ARCHITECTURAL

BLDG BUILDING

B/ BOTTOM OF

BM BEAM

BOTT BOTTOM

BRG BEARING

C CAMBER

CD-# CONCRETE DECK TYPE

CJ CONSTRUCTION/CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

COORD COORDINATE

COV, CVR COVER

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DL DEAD LOAD

DWG DRAWING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL, ELEV ELEVATION

EMBED EMBEDMENT, EMBEDDED

ENGR ENGINEER

EOD EDGE OF DECK

EOR ENGINEER OF RECORD

EOS EDGE OF SLAB

EQ EQUAL

EQUIP EQUIPMENT

EW EACH WAY

EXP EXPANSION

EXT EXTERIOR

EXTG, EXIST EXISTING

FD-# FLOOR DECK TYPE

FDN FOUNDATION

FF FAR FACE

FIN FINISH

FLR FLOOR

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

STRUCTURAL ABBREVIATIONS

GA GAGE

GALV GALVANIZE(D)

GEN GENERAL

GR GRADE

HORIZ HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

IF INSIDE FACE

INFO INFORMATION

INT INTERIOR

JST JOIST

JT JOINT

K KIPS (1000 LBS)

KSF KIPS PER SQUARE FOOT

KSI KIPS PER SQUARE INCH

LBS, # POUNDS

Ld DEVELOPMENT LENGTH

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LSLT LONG-SLOTTED HOLE TRANSVERSE

LTWT LIGHTWEIGHT

M MOMENT FORCE

MAX MAXIMUM

MECH MECHANICAL

MFGR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MSRY MASONRY

MTL METAL

NF NEAR FACE

NS NEAR SIDE

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OVS OVERSIZED HOLE

P AXIAL FORCE

PAF POWDER ACTUATED FASTENER

PC PRECAST

PCF POUNDS PER CUBIC FOOT

PEMB PRE-ENGINEERED METAL BUILDING

PERP PERPENDICULAR

PL PLATE

PLF POUNDS PER LINEAR FOOT

PJP PARTIAL JOINT PENETRATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

RAD RADIUS

RD-# ROOF DECK TYPE

REF REFERENCE

REINF REINFORCEMENT

REQD REQUIRED

REV REVISION

RLL ROOF LIVE LOAD

RTU ROOF TOP UNIT

SC SLIP CRITICAL

SCHED SCHEDULE(D)

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SAW JOINT

SL SNOW LOAD

SOG SLAB-ON-GRADE

SOG-# SLAB-ON-GRADE TYPE

SPCG SPACING

SPEC SPECIFICATION

SPRT SUPPORT

SQ SQUARE

SS STAINLESS STEEL

SSLT SHORT-SLOTTED HOLE TRANSVERSE

STD STANDARD

STIFF STIFFENER

STIR STIRRUP

STL STEEL

STRUCT STRUCTURE, STRUCTURAL

T/ TOP OF

THRU THROUGH

TOS TOP OF STEEL, TOP OF SLAB

TRANS TRANSVERSE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V SHEAR FORCE

VERT VERTICAL

W/ WITH

W/0 WITHOUT

WF WIDE FLANGE

WL WIND LOAD

WP WORK POINT

WWF WELDED WIRE FABRIC

PRELIMINARY

DRAWINGS FOR

REVIEW

PURPOSES ONLY,

NOT FOR

CONSTRUCTION

OR

IMPLEMENTATION

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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2 3 4 5 6 8

S101

6'-0 1/8" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0"

H

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H

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H

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SS20X12X1/2

H

SS20X12X1/2

H

SS20X12X1/2

S101

TYP

T/CONCRETE PIER

EL. 453'-3"

TYP. ON GRID A

TYP

T/CONCRETE PIER

EL. 453'-3"

TYP. ON GRID 1

PRELIMINARY

DRAWINGS FOR

REVIEW

PURPOSES ONLY,

NOT FOR

CONSTRUCTION

OR

IMPLEMENTATION

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

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07/02/2024

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1/8" = 1'-0"1 FOUNDATION PLAN

Description Date

B B

C

D

E

F

G

A A

2 3 4 5 6 8

S101

6'-0 1/8" 23'-0" 23'-0" 23'-0" 23'-0" 23'-0"

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/8

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

HSS12X12X5/8

/4

/4

1'-11 1/4"

1'-11 1/4"

R D

-1

RD-1

S101

TYP

S300

L X

X

/4

TYP

S300

L X

X

/4

OPP

HAND

TYP

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

HSS10X6X5/16

S300

TYP

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

L2X2X1/4

L2X2X1/4

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

H S

S X

X

/1

S300

TYP

S300

TYP

S300

TYP

SIM

SIM

23'-6"

14'-1 9/16"

9'-4 7/16"

S300

S300

S300

S300

3'-11"

3'-11"

3'-11"

3'-11"

3'-11"

3'-11"

T/PIER

EL. 453'-3"

PAVEMENT PER CIVIL

T/COLUMN

EL. 465'-9"

2 1/8

PRELIMINARY

DRAWINGS FOR

REVIEW

PURPOSES ONLY,

NOT FOR

CONSTRUCTION

OR

IMPLEMENTATION

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

TAJ

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1/8" = 1'-0"1 ROOF FRAMING PLAN

3/8" = 1'-0"2 SECTION

Description Date

NOTES:

1. REFER TO GENERAL NOTES AND LEGEND ON SHEET S001.

2. ALL STEEL AND CONNECTION COMPONENTS TO BE HOT DIPPED GALVANIZED.

ROOF DECK PER PLAN

R

AD

IU

S =

'-2

/4

1/2" COVER PLATE

HSS10X6X5/16

TYP

GRIND

FLUSH

HSS12X12X5/8

ROOF DECK PER PLAN

1/2" COVER PLATE

HSS10X6X5/16

HSS12X12X5/8

1/2"

1/2"

TYP.

GRID

PER

PLAN

1/2"

TYP

GRIND

FLUSH

ROOF DECK PER PLAN

1/2" COVER PLATE

1/2"⌀ WEEP HOLE

HSS10X6X5/16

HSS12X12X5/8

'-2

/4

GRID

PER

PLAN

1/2" ISOLATION JOINT.

FILL w/ COMPRESSIBLE

MATERIAL & SEALANT

AT TOP.

SLAB PER PLAN

"o c

T

IE

S

(8) #6 VERTS

#3 CIRCULAR TIES

@ 12"o.c. (TYP) W/

18" MIN. LAP

GRID

PER

PLAN

GRID

PER

PLAN

(16) #8 VERTICALS#3 TIES

COVER

3" CLEAR

3'-0" DIAMETER

TYPICAL PIER REINFORCING DETAIL

2" 1'-0" 1'-0" 2"

2'-4"

18" M

IN. TIE LAP

3'-0" DIAMETER

1½" GROUT

(8) 1"⌀ ANCHOR BOLTS

W/ 18" EMBEDMENT

3/4" CHAMFER

ALL AROUND

BASE PLATE

1½"X20"X28"

HSS20X12X1/2

TYPICAL COLUMN BASEPLATE

ACI STD. HOOK TYP.

T/PIER

EL. 453'-3"

/2

G A

P

1/2"⌀ WEEP HOLE ON

BOTTOM OF TUBE

1/4" END PLATE,

SEAL WELD TYP.

HSS10X6X5/16

HSS12X12X5/8

3/4"⌀ THREADED STUD

3/16"

3/16"

TYP

L4X4X1/4 W/ 13/16"X1¾" SLOT

1'-11 1/4"

GRID

PER

PLAN

1/2"⌀ WEEP HOLE ON

BOTTOM OF TUBE

2 1/2"

1/4" END PLATE,

SEAL WELD TYP.

L2X2X1/4 EDGE

ANGLE

HSS10X6X5/16

HSS12X12X5/8

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

PRELIMINARY

DRAWINGS FOR

REVIEW

PURPOSES ONLY,

NOT FOR

CONSTRUCTION

OR

IMPLEMENTATION

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

P R

O J E

C T

N A

M E

1218003

Seal:

TAJ

TAJ

07/02/2024

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FRAMING DETAILS

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1 1/2" = 1'-0"1 SECTION

1 1/2" = 1'-0"2 SECTION

1 1/2" = 1'-0"3 SECTION

3/4" = 1'-0"4 SECTION

Description Date

1 1/2" = 1'-0"5 SECTION

1 1/2" = 1'-0"6 SECTION

GRID INTERACTIVE PHOTOVOLTAIC (PV) SYSTEM SUMMARY

SYSTEM SIZE 122.4 KW (DC) (+/- 8%)

INVERTER RATIO (DC:AC) 1.2 (+/- 5%)

MINIMUM ANNUAL ENERGY 170 MWHR (YEAR 1)

PV MODULE MONOCRYSTALLINE OR THIN FILM SOLAR CELLS, BOD: FIRST SOLAR, FS-6450A

INVERTER CPS, SCA 25 KTL-DO/US-208

ORIENTATION 10 DEGREE TILT

RACKING ATTACH TO COVERED PARKING STRUCTURE

POINT OF CONNECTION BUILDING 41 SERVICE ENTRANCE PANEL

INTERCONNECTION VOLTAGE 208V - 3 PHASE

DESIGN WIND LOAD 90 MPH

NATIONAL ELECTRIC CODE 2023 EDITION

www.branchpattern.com

BETTER BUILT ENVIRONMENTS

Phone: 800-200-9160

These drawing and the designs here Illustrated are the sole property of BranchPattern, Inc. and may not be reproduced in whole or in part without express written permission.

Designed By:

Drawn By:

Reviewed By:

Project No:

Date:

Submittal Level:

Sheet Title:

Sheet No.:

P R

O J E

C T

N A

M E

1218003

Seal:

Civil Engineering | Surveying | Utilities | Construction Services 7101 College Blvd., Ste. 400 Overland Park, KS 66210 o: (913) 663-1900

AP

BP

07/02/2024

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E001

ELECTRICAL SYMBOL

LEGEND

100% CD

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THIS IS A MASTER SYMBOLS LIST. ALL SYMBOLS, ABBREVIATIONS, ETC. MAY NOT NECESSARILY BE USED ON ALL DRAWINGS

20 AMP, 125V, NEMA 5-20R DUPLEX RECEPTACLE

PANELBOARD, ELECTRICAL DISTRIBUTION PANEL, OR LOAD CENTER

SURFACE MOUNTED

PANELBOARD, ELECTRICAL DISTRIBUTION PANEL, OR LOAD CENTER

RECESS MOUNTED

A AMPS, AIR (COMPRESSED)

AC ABOVE COUNTER

AF FUSE RATING

AFC ABOVE FINISHED CEILING

AFCI ARC FAULT CIRCUIT INTERRUPTER

AFEA AREA FOR EVACUATION ASSISTANCE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CURRENT

AL ALUMINUM

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

AV AUDIO VISUAL

BFF BELOW FINISHED FLOOR

BKR BREAKER

BOS BOTTOM OF STRUCTURE

BTU BRITISH THERMAL UNIT

C CONDUIT

CATV CABLE TELEVISION SYSTEM

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

CM COFFEE MAKER

CT CURRENT TRANSFORMER

CU COPPER, CONDENSING UNIT

CW CLOTHES WASHER

(D) DEMOLISHED

DN DOWN

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DW DISHWASHER

(E) EXISTING

ECD ELECTRIC CLOTHES DRYER

ENCL ENCLOSURE

EPO EMERGENCY POWER OFF

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

FBO FURNISHED BY OTHERS

FF FINISHED FLOOR

FHC FIRE HOSE CABINET

FLA FULL LOAD AMPS

FLR FLOOR

FRZR FREEZER

FVNR FULL VOLTAGE, NON REVERSING

GD GARBAGE DISPOSAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT CIRCUIT INTERRUPTER

(PERSONAL PROTECTION ON DEVICE)

GFP GROUND FAULT PROTECTED FROM UPSTREAM

GFR GROUND FAULT RELAY

GND GROUND

HOA HAND OFF AUTOMATIC

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HTG HEATING

HTR HEATER

ISCA AVAILABLE SHORT-CIRCUIT CURRENT (AMPS)

IG ISOLATED GROUND

KCMIL 1000 CIRCULAR MILS

KV KILOVOLT

KVA KILOVOLT AMPS

KVAR KILOVOLT AMPS REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LRA LOCKED ROTOR AMPS

MATV MASTER ANTENNA TELEVISION SYSTEM

MCA MINIMUM CIRCUIT AMPACITY

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MD MOTORIZED DAMPER

MDP MAIN DISTRIBUTION PANEL

MFP MULTI-FUNCTION PRINTER

MFR MANUFACTURER

MGB MAIN GROUND BAR

MH MANHOLE

MSB MAIN SWITCHBOARD

MTD MOUNTED

MW MICROWAVE

(N) NEW

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

N/O,N/C NORMALLY OPEN, NORMALLY CLOSED

N/L NIGHT LIGHT

OC ON CENTER

OV OVEN

PBB PRIMARY BONDING BAR

PDU POWER DISTRIBUTION UNIT

PH,ø PHASE

PJ PROJECTOR

PLOT PLOTTER

PNL PANEL

PRINT PRINTER (SMALL)

PT POTENTIAL TRANSFORMER

PV PHOTOVOLTAIC

QTY QUANTITY

(R) RELOCATED

RA RETURN AIR

RANGE RANGE\STOVE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

REV REVISION

RH RELATIVE HUMIDITY

RLA RUNNING LOAD AMPS

RPM REVOLUTIONS PER MINUTE

SA SUPPLY AIR

SBB SECONDARY BONDING BAR

SD SMOKE DETECTOR

SF SQUARE FEET

SPDT SINGLE POLE, DOUBLE THROW

SPST SINGLE POLE, SINGLE THROW

SP STATIC PRESSURE

SWBD SWITCHBOARD

TL TWISTLOCK

TV TELEVISION

TYP TYPICAL

U/F UNDERFLOOR

U/G UNDERGROUND

U/S UNDER SLAB

UL UNDERWRITERS LABORATORIES, INC.

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

USB RECEPTACLE W/ INTEGRATED USB PORT

V VOLTAGE

VAC VOLTS ALTERNATING CURRENT, VACUUM

VM VENDING MACHINE

W WATTS

W/ WITH

W/O WITHOUT

WP WEATHERPROOF

WT WATERTIGHT, WEIGHT

XFMR TRANSFORMER

XP EXPLOSION PROOF

ELECTRICAL LEGEND

ELECTRICAL

ABBREVIATIONS

JUNCTION BOX, FLOOR MOUNTED

JUNCTION BOX, WALL MOUNTED

SPECIAL RECEPTACLE, FLOOR MOUNTED, CONFIGURATION AS NOTED ON PLAN

SPECIAL RECEPTACLE, WALL MOUNTED, CONFIGURATION AS NOTED ON PLAN

COMBINATION DISCONNECT, WITH RECEPTACLE, REFER TO DRAWING FOR

SIZE

HEAVY DUTY SAFETY SWITCH, NON-FUSED

COMBINATION STARTER/DISCONNECT (SIZE AS INDICATED)

HEAVY DUTY FUSED DISCONNECT

J

J

JUNCTION BOX, CEILING MOUNTEDJ

SPECIAL RECEPTACLE, CEILING MOUNTED, CONFIGURATION AS NOTED ON PLAN

TYPICAL MOUNTING HEIGHTS UNO

POWER (SERVICE) POLEPP

SUBSCRIPTS ADJACENT DEVICES INDICATE THE FOLLOWING:

G = GFCI

T = TAMPER RESISTANT

AC = MOUNT 6" ABOVE COUNTER OR BACKSPLASH

USB = DEVICE WITH USB CHARGING PORT

ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER MOUNTING HEIGHTS

INDICATED ON ELECTRICAL DRAWINGS. DIMENSION TO CENTERLINE UNO.

WP = WEATHER PROOF

H = HOSPITAL GRADE

UC = MOUNT 12" UNDER COUNTER

RECEPTACLES 18"

RECEPTACLES IN EQUIPMENT ROOMS 46"

RECEPTACLES (EXTERIOR) 24"

RECEPTACLES (GARAGES) 24"

ALARMS, SWITCHES AND CONTROLS 46"

SAFETY SWITCHES 46"

STARTERS 48"

PANELS (TOP) 72"

FIRE ALARM PULL STATIONS (HANDLE) 44"

STROBES 96" OR 6" BELOW CEILING, WHICHEVER IS LOWER

FIRE ALARM BELLS (EXTERIOR) 12'-0"

FIRE ALARM CONTROL PANELS (TOP) 66"

ANNUNCIATION PANELS 48"

REMOTE INDICATING LIGHTS (EQUIPMENT ROOMS) 48"

REMOTE INDICATING LIGHTS (FINISHED AREAS) CEILING

EXIT SIGNS (WALL MOUNTED BOTTOM) 6" ABOVE DOOR

MAXIMUM HEIGHT OF OPERABLE COMPONENTS 48" TO TOP

PHOTOCELLS 12'-0"

ADA DOOR OPENER 46"

NOTE: UPPER CASE LETTER DENOTES LUMINAIRES TYPE. LOWER CASE LETTER

ADJACENT TO LUMINAIRE INDICATES SWITCH THAT CONTROLS LUMINAIRES.

MOUNTING IS NOTED ON LUMINAIRE SCHEDULE

NORMAL POWER

SPD

GROUND ROD

GROUND CONNECTION WITH TEST WELL

CURRENT TRANSFORMER, RATED AS SPECIFIED OR REQUIRED

SURGE PROTECTIVE DEVICE

GROUND CONNECTION

SWITCH, RATING AS SHOWN

FUSE, FUSE AMPACITY AND TYPE AS SHOWN

UTILITY METER (AS REQUIRED BY UTILITY)

CIRCUIT BREAKER, RATING AS SHOWN. LSIG DENOTES ELECTRONIC TRIP

UNIT WITH ADJUSTABLE SETTINGS FOR: L= LONG TIME TRIP DELAY, S=

SHORT TIME TRIP DELAY, I= INSTANTANEOUS, G= GROUND FAULT

PANEL

TRANSFORMER NAME, SIZE, TYPE, AND RATING AS SHOWN

CONDUIT CONNECTION

CIRCUIT BREAKER WITH GROUND FAULT PROTECTION

FUSE WITH GROUND FAULT PROTECTION

POLE MOUNTED UTILITY TRANSFORMER

LSIG

400A

FRN

800A3P

PANEL

XXX

SHORT CIRCUIT TAG DESIGNATION

FEEDER TAG DESIGNATIONXXXX

X

SHUNT TRIPST

T

PHOTOVOLTAIC MODULE

DC-AC INVERTER

KEY NOTE DESIGNATION

NEW TO EXISTING CONNECTION

REVISION NUMBER DESIGNATION

MISCELLANEOUS

X

X

DEMOLITION KEY NOTE DESIGNATIONX

DEMO TO EXISTING CONNECTION

XX SPECIALTY EQUIPMENT (BY OTHERS)

PANEL NAME - CIRCUIT NUMBER

BRANCH CIRCUITS HOMERUN USE NUMBER 12 AWG WIRE, UNLESS

OTHERWISE NOTED. ALL CIRCUITS SHALL CONTAIN A GROUND AND

NEUTRAL CONDUCTOR, UNLESS NOTED OTHERWISE. CONTRACTOR

SHALL PROVIDE MULTI-WIRE CIRCUIT HANDLE TIES AS FINAL FIELD

INSTALLED WIRING REQUIRES.

CONDUIT AND WIRE CONCEALED, 3/4" UNLESS OTHERWISE NOTED,

CONDUIT USED FOR SWITCH LEGS, AND CONDUIT USED FOR CONTROL

WIRING

CONDUIT AND WIRE EMBEDDED IN CONCRETE OR BELOW GRADE

CONDUIT TURNING DOWN

CONDUIT TURNING UP

CONDUIT DESIGNATIONS

XX-XXX

CONDUIT CONTINUATION

PANEL NAME - CIRCUIT NUMBER

HOME RUNS SHALL USE #12 AWG WIRE UNO.

XX-#

CONDUIT CAPPED FOR FUTURE USE

1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL

DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK.

2. REVIEW ARCHITECTURAL, STRUCTURAL, AND OTHER DRAWINGS FOR

ADDITIONAL SCOPE REQUIREMENTS PRIOR TO BID.

3. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE

SATISFACTION OF THE…