DCFT162001_-_Canopy_Set.pdf

STATE LOCATION MAP SITE LOCATION PLAN

SPRINGFIELD

ABRAHAM LINCOLN

CAPITAL AIRPORT

SPRINGFIELD, IL. 62707

G1 COVER SHEET

A1 PARTIAL KEY SITE PLAN, CANOPY PLAN, AND DETAILS

PROJECT LOCATION

BUILDING 15

CONSTRUCT CANOPY, BUILDING 15

183rd CIVIL ENGINEER SQUADRON

SPRINGFIELD, ILLINOIS

PROJECT NO. DFCT162001

MARK B. DILLON,

AIA ARCHITECT

PROJECT LOCATION

SPRINGFIELD, ILLINOIS

INDEX OF DRAWINGS

CONTRACT NO. W91SMC-14-D-0003-005

McDonough-Whitlow, P.C.

Consulting Engineers & Land Surveyors

Taylor Springs, IL 62089 Phone: 217.532.9233 Fax: 217.532.6300

9025 Illinois Route 127 P.O. Box A

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3029 South Park Ave.

P.O. Box 1640 Herrin, IL 62948

IDPR 184-000255

618.988.2380 618.988.2381 eggemeyer-architects.com

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PROJECT NO. 1626

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PROJECT NO. DCFT162001

AutoCAD SHX Text

SANGAMON

AutoCAD SHX Text N

AutoCAD SHX Text PROFESSIONAL DESIGN No. 184-002754

AutoCAD SHX Text Expires 11-30-2018

BUILDING 15

R

NEW CANOPY, PIERS, AND

CONCRETE PAD

48" WIDE x 4" THICK

REINF. CONCRETE

WALK OVER 4"

COMPACTED STONE

BASE

REMOVE EXISTING TREE. GRIND

STUMP BELOW GRADE AND

BACKFILL

A8

7 CANOPY FOUNDATION PLAN

SCALE: 1/2"= 1'-0" A8

8 CANOPY FRAMING PLAN

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

14'-11"

1'-8" 11'-7" 1'-8"

12'-0"

" 2

11'-7"

A8

A8

A8

HSS 4x4x.1196

HSS 4x4x.1196

HSS 4x4x.1196

H S

S x x

H S

S x x

H x

H

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EDGE OF CONCRETE SLAB

CONTROL JOINT

EDGE OF ROOF ABOVE EDGE OF ROOF

ABOVE

EDGE OF ROOF

ABOVE

A8

4 PARTIAL KEY SITE PLAN

SCALE: 1"= 1'-0"

2'-0"

3"

4" 4"

(4) - #4 BARS VERTICAL W/ #3

HORIZ. TIES AT 10" O.C. MAX.

HSS 5x 5x

" COLUMN TYPICAL

12"x 12"x

" THICK STEEL BASE

PLATE

" THICK EXPANSION JOINT

MATERIAL EA. FACE OF COLUMN

(4) -

" dia. X 24" A307

ANCHOR BOLTS W/ NUTS

AND WASHERS

4" THICKNESS OF

COMPACTED STONE

A8

6 CANOPY SECTION

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

4'-10" 4'-10"

9'-8"

3'-6" 3'-6"

H

H

A8

SELF-LEVELING SEALANT

1/2" PREFORMED EXP. JT. SEE SPEC

SECTION 03 30 00.

CORE AND GROUT

AT EXISTING

4" COMPACTED CRUSHED STONE BACKFILL

(2) 1/2" DIA. SMOOTH STEEL

DOWELS W/ SLIP CAP ON ONE END

1/2" PREFORMED EXP. JT. W/ SEALANT

MAX. 20'-0" O.C. MAX. 20'-0" O.C.

APPROX.

WIDTH OF

WALK

APPROX.

WIDTH OF

WALK

1/4" X 1 1/4" DEEP

CONTROL JOINT

4" THK. CONCRETE WALK WITH

6x6 W1.4xW1.4 WWF

TYPICAL SIDEWALK DETAILS

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

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GRAPHIC SCALES

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

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

A8

5 PARTIAL KEY SITE PLAN

NOT TO SCALE

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

SCALE: 1" = 1'-0"

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CANOPY STRUCTURE

DESIGN CRITERIA:

TYPE OF CONSTRUCTION II-B

OCCUPANCY: ASSEMBLY A-3

BUILDING OCCUPANCY CAT. II

MEAN ROOF HEIGHT: 9'-0"

BUILDING VOLUME: 100 FT³

NO. OF OCCUPANTS: 17

ROOF DL:

METAL ROOFING 1.3 psf

MISC. 0.7

TOTAL 2.0 psf

ROOF LL:

Lr 20.0 psf

ROOF SL:

Pg 20 psf

Pf 17 psf

Is 1.0

Ce 1.0

Ct 1.0

Cs 1.0

Ps 17 psf

WIND LOAD

RISK CAT. II

Vult = 115 MPH, Vasd = 89 MPH

EXPOSURE C, OPEN BUILDING

WIND INTERVAL PRESSURE

COEFFICIENT = 0.00

Kd 0.85

Kz 0.85

MWFRS WIND DESIGN

PRESSURE = +23psf, -36 psf

SEISMIC

Ie = 1.0

Ss = 0.203, S1=0.104

SEISMIC DESIGN CATEGORY C

EQUIVALENT LATERAL FORCE

METAL ROOF PANELS WITH

CONCEALED FASTENERS AND

ASSOCIATED TRIM. COLOR

SHALL BE "AWARD BLUE"

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GENERAL NOTES:

1. PROVIDE WELDED END CAPS ON

ALL HSS STRUCTURAL MEMBERS.

2. PREP, PRIME, AND (2) COATS PAINT

ON ALL STEEL COMPONENTS.

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EXPANSION JOINT

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TYPICAL EXPANSION JOINT

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CONTROL JOINT

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