Bid set.pdf

INDEX OF DRAWINGS

STRUCTURAL

S1 FOUNDATION PLAN

ROOF FRAMING PLAN

ARCHITECTURAL

A1 ELEVATIONS

A2 SECTIONS & DETAILS

GENERAL STRUCTURAL NOTES

THE DRAWINGS SHOW THE GENERAL DETAILS OF CONSTRUCTION. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE ADDITIONAL DETAILS

ARE REQUIRED OR WHERE CONDITIONS ARE ENCOUNTERED THAT ARE NOT

ANTICIPATED BY THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR WOOD JOISTS, WOOD TRUSSES AND REINFORCING STEEL FOR

REVIEW BEFORE FABRICATION.

STRUCTURAL DESIGN STANDARDS

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2021)

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-19)

SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-16)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (ACI 360-16)

DESIGN LOADS

ROOF SNOW LOAD (Pg) 30 PSF (Ce = 1.2, Ct = 1.2, I = 1.0)

BASIC WIND SPEED 115 MPH (EXPOSURE B: I = 1.0)

NO LOAD IN EXCESS OF THE DESIGN LIVE LOADS LISTED SHALL BE IMPOSED

UPON ANY AREA DURING CONSTRUCTION. TEMPORARY BRACING, GUY WIRES,

ETC. SHALL BE USED AS NECESSARY TO RESIST ALL LOADS TO WHICH THE

STRUCTURE MAY BE SUBJECTED DURING CONSTRUCTION. INCLUDING

EQUIPMENT AND ITS OPERATION.

FOUNDATIONS

ALL FOOTINGS SHALL PROJECT AT LEAST 12" INTO UNDISTURBED SOIL.

BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 2'-6" BELOW

GRADE. ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH

CONCRETE. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE

FOUNDATION CONCRETE IS PLACED. ELEVATIONS SHOWN ARE FOR BIDDING

PURPOSES ONLY. IF SOIL OF THE DESIGNED CAPACITY IS NOT ENCOUNTERED

AT ELEVATIONS SHOWN, THE FOOTINGS SHALL BE LOWERED OF THE SIZE AND

REINFORCEMENT ADJUSTED AS DIRECTED BY THE ARCHITECT.

REINFORCEMENT

ASTM A615 GRADE 60 FOR BARS; ASTM A1064 FOR MESH

CONCRETE (REGULAR WEIGHT)

FOUNDATIONS: 3000 PSI, SLUMP = 5" MAX, NO AIR CONTENT

LARGE SCALE DETAIL

LOCATED ON SHEET NO.

DETAIL NO.

DETAIL REFERENCE SYSTEM

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND

LOCAL CODES AND ORDINANCES.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN

THE FIELD AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY ERRORS

OR DISCREPANCIES.

3. THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES

INCLUDING, BUT NOT LIMITED TO MISS UTILITY, FOR THE PURPOSE OF

LOCATING ANY AND ALL EXISTING UNDERGROUND UTILITIES. SUCH

CONTACT SHALL BE MADE SUFFICIENTLY IN ADVANCE OF COMMENCING

OPERATIONS TO ALLOW ADEQUATE TIME FOR MARKING SAID UTILITIES

AND NO LESS THAN THE MINIMUM NOTICE REQUIRED BY STATE LAW.

THE CONTRACTOR SHALL MAKE ANY OTHER NOTIFICATIONS REQUIRED

BY FEDERAL, STATE, OR LOCAL AUTHORITIES.

4. ASSUMED SAFE SOIL BEARING PRESSURE: 1,500 PSF IN RESIDUAL

SOIL. CONSULT ARCHITECT IF BUILDING IN FILL.

5. POST, BEAM, AND HEADER SIZES BASED ON NO. 2 SOUTHERN YELLOW

PINE.

6. MANUFACTURED PRODUCTS SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS

AND RECOMMENDATIONS.

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LARGE SCALE DETAIL

LOCATED ON SHEET NO.

DETAIL NO.

DETAIL REFERENCE SYSTEM

PAVILION FOR

PINEY RIVER CABOOSE

3124 PATRICK HENRY HIGHWAY

GENERAL NOTES

1. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND

LOCAL CODES AND ORDINANCES.

2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN

THE FIELD AND IMMEDIATELY NOTIFY THE ARCHITECT OF ANY ERRORS

OR DISCREPANCIES.

3. THE CONTRACTOR SHALL CONTACT THE VARIOUS UTILITY COMPANIES

INCLUDING, BUT NOT LIMITED TO MISS UTILITY, FOR THE PURPOSE OF

LOCATING ANY AND ALL EXISTING UNDERGROUND UTILITIES. SUCH

CONTACT SHALL BE MADE SUFFICIENTLY IN ADVANCE OF COMMENCING

OPERATIONS TO ALLOW ADEQUATE TIME FOR MARKING SAID UTILITIES

AND NO LESS THAN THE MINIMUM NOTICE REQUIRED BY STATE LAW.

THE CONTRACTOR SHALL MAKE ANY OTHER NOTIFICATIONS REQUIRED

BY FEDERAL, STATE, OR LOCAL AUTHORITIES.

4. ASSUMED SAFE SOIL BEARING PRESSURE: 1,500 PSF IN RESIDUAL

SOIL. CONSULT ARCHITECT IF BUILDING IN FILL.

5. POST, BEAM, AND HEADER SIZES BASED ON NO. 2 SOUTHERN YELLOW

PINE.

6. MANUFACTURED PRODUCTS SHALL BE INSTALLED IN STRICT

ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS

AND RECOMMENDATIONS.

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INDEX OF DRAWINGS

STRUCTURAL

S1 FOUNDATION PLAN

ROOF FRAMING PLAN

ARCHITECTURAL

A1 ELEVATIONS

A2 SECTIONS & DETAILS

NELSON COUNTY, VIRGINIA

GENERAL STRUCTURAL NOTES

THE DRAWINGS SHOW THE GENERAL DETAILS OF CONSTRUCTION. THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE ADDITIONAL DETAILS

ARE REQUIRED OR WHERE CONDITIONS ARE ENCOUNTERED THAT ARE NOT

ANTICIPATED BY THE DRAWINGS. THE CONTRACTOR SHALL SUBMIT SHOP

DRAWINGS FOR WOOD JOISTS, WOOD TRUSSES AND REINFORCING STEEL FOR

REVIEW BEFORE FABRICATION.

STRUCTURAL DESIGN STANDARDS

VIRGINIA UNIFORM STATEWIDE BUILDING CODE (2021)

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-19)

SPECIFICATIONS FOR STRUCTURAL CONCRETE (ACI 301-16)

AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATIONS (ACI 360-16)

DESIGN LOADS

ROOF SNOW LOAD (Pg) 30 PSF (Ce = 1.2, Ct = 1.2, I = 1.0)

BASIC WIND SPEED 115 MPH (EXPOSURE B: I = 1.0)

NO LOAD IN EXCESS OF THE DESIGN LIVE LOADS LISTED SHALL BE IMPOSED

UPON ANY AREA DURING CONSTRUCTION. TEMPORARY BRACING, GUY WIRES,

ETC. SHALL BE USED AS NECESSARY TO RESIST ALL LOADS TO WHICH THE

STRUCTURE MAY BE SUBJECTED DURING CONSTRUCTION. INCLUDING

EQUIPMENT AND ITS OPERATION.

FOUNDATIONS

ALL FOOTINGS SHALL PROJECT AT LEAST 12" INTO UNDISTURBED SOIL.

BOTTOMS OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 2'-6" BELOW

GRADE. ALL DISTURBED EARTH UNDER FOOTINGS SHALL BE REPLACED WITH

CONCRETE. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE

FOUNDATION CONCRETE IS PLACED. ELEVATIONS SHOWN ARE FOR BIDDING

PURPOSES ONLY. IF SOIL OF THE DESIGNED CAPACITY IS NOT ENCOUNTERED

AT ELEVATIONS SHOWN, THE FOOTINGS SHALL BE LOWERED OF THE SIZE AND

REINFORCEMENT ADJUSTED AS DIRECTED BY THE ARCHITECT.

REINFORCEMENT

ASTM A615 GRADE 60 FOR BARS; ASTM A1064 FOR MESH

CONCRETE (REGULAR WEIGHT)

FOUNDATIONS: 3000 PSI, SLUMP = 5" MAX, NO AIR CONTENT

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MARK

C1

COLUMN SCHEDULE

BASE PLATESIZE

HSS 6x6x14 1 x 14 x 14

MARK

F1

COLUMN FOOTING SCHEDULE

REINFORCEMENT (B) EACH WAYSIZE

(6) - #43'-6" x 3'-6" x 12"

MARK

P1

PIER SCHEDULE

SIZE

30" x 30"

VERT REINF

(7) - #6 EA FACE (24 TOTAL)

FOUNDATION PLAN

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

NORTH

ROOF FRAMING PLAN

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

NORTH

P1 F1

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RIDGE

W12 x 26 W12 x 26 W12 x 26

50'-0"

17'-0" 16'-0" 17'-0"

50'-0"

17'-0" 16'-0" 17'-0"

'-0

W12 x 26 W12 x 26 W12 x 26

W x

W x

C1 C1 C1 C1

C1 C1 C1 C1

EXISTING CABOOSE

FOOTING DESIGNATION

SEE COLUMN FOOTING SCHEDULE

PIER DESIGNATION

SEE PIER SCHEDULE

15'-9" 16'-0" 15'-9"

47'-6"

'-6

'-6

'-3

'-3

1'-3" 15'-9" 1'-3"15'-9"

COLUMN DESIGNATION

SEE COLUMN SCHEDULE

A2

A2

W x

W x

P1 F1

P1 F1

P1 F1

P1 F1

P1 F1

P1 F1

P1 F1

9"9"

9"9"

A2

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TOP OF PLATE

TOP OF PIER

'-6

FRONT AND REAR ELEVATION

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

SIDE ELEVATION

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

METAL ROOF

AS SPEC'D

SNOW GUARDS

AS SPEC'D

OGEE

GUTTER

DS

1x 6 RAKE

BD.- TYP.

EXISTING CABOOSE

HSS 6x6 (TYP)

1x 4 FRIEZE

BD.- TYP.

HSS 6x6 (TYP)

SIDING

AS SPEC'D

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23'-6"

TRUSS BEARING

TOP OF PIER

'-6

W12

1/4" WEB STIFFENER

NS / FS

W12

SCALE: 1/2" = 1'-0"A2

SCALE: 1/2" = 1'-0"A2

SCALE: 1 1/2" = 1'-0"A2

6" 30" x 30" 6"

'-0

'-0 " M

IN

EDGE

METAL ROOF

ICE & WATER SHIELD

5/8" PLYWOOD

UNDERLAYMENT AS RECOMMENDED

BY ROOFING MANUFACTURER

4" OGEE GUTTER

1x6 FASCIA

ROOFING AS SPEC'D

1 1/2" STANDING SEAM

3'-6" x 3'-6" W/

(6) - #4 (B) EA WAY

SIMPSON H2.5A

TO EACH TRUSS

30" x 30" CONC PIER

W/ (7) - #6 VERT PER FACE,

(3) - #3 TIES @ 3" TOP, REMAINDER

@ 12" O.C.

W/ BASE PLATE 1 x 14 x 14

W/ (4) - 7/8"Ø ANCHOR BOLTS

(4" THREAD) OVER 1 1/2"

COL C1:HSS6x6x1/4

NON-SHRINK GROUT

" C

LR

TY

P

EXISTING CABOOSE

2" CLR

W/ 10" EMBEDMENT MIN

5/16"

PL 1/2" x 6 1/2" x 1'-6"

W/ (4) - 3/4"Ø BOLTS

W/ NUT & WASHER

COL C1:HSS6x6

(4 PER PLATE)

W12

PL 1/2x3x6

W/ (2) - 3/4"Ø BOLTS

6"30" x 30"6"

'-0

'-0 " M

IN

2" CLR

3'-6" x 3'-6" W/

(6) - #4 (B) EA WAY

" C

LR

TY

P

2" CLR

2" CLR

1/4

1/4

TYP W12 TO W12

MOMENT CONNECTION

TYP HSS TO W12

MOMENT CONNECTION

TYP X-SECTION CO

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