Smith Creek Pedestrian Bridge Permit Set by Anna Knowles-Bagwell

04/30/2013

PERMIT

A 000

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ABBREVIATIONS

STATISTICAL DATA MASONIC THEATRE PRESERVATION FOUNDATION 314 COMMERCIAL AVENUE P.O. BOX 119 CLIFTON FORGE, VA 24422

COMMONWEALTH CONTRACTING SVC. 418 CHALYBEATE AVE CLIFTON FORGE, VA 24422 P 540.862.5800

DEVELOPER: MASONIC AMPHITHEATRE LLC 314 COMMERCIAL AVENUE P.O. BOX 119 CLIFTON FORGE, VA 24422

APPLICABLE ZONING: ZONING DISTRICT: BG USE GROUP: MIXED USE CONSTRUCTION TYPE: III-B

PROJECT DESCRIPTION: PEDESTRIAN BRIDGE REPLACEMENT

PROJECT LOCATION: 513 CHURCH STREET CLIFTON FORGE, VA 24422

PROJECT DESIGNER: VA TECH, DESIGN/BUILD LAB CONTACT: KEITH ZAWISTOWSKI, PROFESSOR OF PRACTICE VA TECH CAUS, 201 COWGILL HALL BLACKSBURG, VA 24061 P 540.968.2577

GENERAL NOTES 1. ALL WORK IS TO CONFORM WITH ALL FEDERAL, STATE, AND LOCAL CODES AND AGENCIES HAVING JURISDICTION.

3. THE DRAWINGS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR USE ON THE THIS SITE ONLY AND MAY NOT BE USED OR REPRODUCED FOR ANY PURPOSE WITH OUT THE WRITTEN PERMISSION OF THE ARCHITECT. 4. ALL SHORING, SCAFFOLDING, ETC. SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS AND ACCEPTED SAFE CONSTRUCTION PRACTICES. 5. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUBCONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN EFFECT AS EVIDENCE THAT THE WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION INSURANCE, PUBLIC LIABILITY AND PROPERTY DAMAGE. 6. ALL CONCRETE WORK IS TO CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL. ACI-301, ACI-304, AND ASTM-94 FOR READY MIX. ALL CONCRETE IS TO ATTAIN 3000PSI COMPRESSIVE STRENGTH AT (28) TWENTY-EIGHT DAYS, UNLESS OTHERWISE NOTED. 7. FRAMING LUMBER TO BE DOUG-FIR NO. 2, OR BETTER, S-DRY FOR JOISTS AND RAFTERS. STUDS TO BE HEM FIR STUD GRADE, S-DRY. ALL EXTERIOR WALLS TO BE 2X6 UNLESS OTHERWISE NOTED. ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORN PRESERVATIVES. 8. ALL COMMON NAILS TO BE HOT DIPPED GALVANIZED. 9. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE, LATEST EDITION. 10. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, LATEST EDITION.

EQ EQPT ES EXST EXP EXT FF FLR FP FRT FRZ FT FTG GA GALV GC GL GWB GYP HC HD HDWR HM HORZ HR HT HVAC INCL INS INT JT

ANCHOR BOLT ABOVE ABOVE FINISH FLOOR ALUMINUM APPROXIMATELY ASSEMBLY BUILDING BOARD BOTH SIDES BOTTOM OF BOTTOM BETWEEN CEILING CENTERLINE CLEAR; CLEARANCE CONCRETE MASONRY UNIT CENTER COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CARPET COURSE(S) CERAMIC TILE DRYER DOUBLE-HUNG WINDOW DIAMETER DIMENSION DOWN DOOR DETAIL DRAWING EACH ELEVATION ELEVATION ELECTRIC(AL) ETHYLENE-PROPYLENEDIEME MEMBRANE EQUAL EQUIPMENT ELASTOMERIC SEALANT EXISTING EXPANSION EXTERIOR FINISH FLOOR FLOOR FIREPROOF FIRE RATED FREEZER FOOT or FEET FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS, GLAZING GYPSUM WALLBOARD GYPSUM HOLLOW CORE HEAD HARDWARE HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING, VENTILATING & AIR CONDITIONING INCLUDE(D), INCLUDING INSULATED, INSULATION INTERIOR JOINT

LT MASY MATL MAX MB MDF MTL MFR MIN MIRR MISC MO MTD N NAT NFA NIC NOM NTS OC OD OPG OPP PLAM PTD/PNT PLYWD PT

LIGHT MASONRY MATERIAL MAXIMUM MASTER BEDROOM MEDIUM DENSITY FIBERBOARD METAL MANUFACTURER MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOUNTED NORTH NATURAL NET FREE AREA NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPENING OPPOSITE PLASTIC LAMINATE PAINTED PLYWOOD PRESSURE TREATED

RTN R REF REINF REQD REV RM RO RWC SAB SC SECT SF SIM SPEC SS STD STL STR SYS T TBD TEL THK THD TEMP TO TS TYP UNO VAR VCT VERT VIF W W/ W/O WD W/D WIN WP WR WWM

RETURN RISER REFER; REFERENCE REINFORCE(D)(MENT) REQUIRED REVISION ROOM ROUGH OPENING RAIN WATER CONDUCTOR SOUND ATTENUATION BATTS SOLID CORE SECTION SQUARE FEET SIMILAR SPECIFICATION STAINLESS STEEL STANDARD STEEL STRUCTURAL SYSTEM TREAD TO BE DETERMINED TELEPHONE THICK(NESS) THRESHOLD TEMPERED TOP OF TUBULAR STEEL TYPICAL UNLESS NOTED OTHERWISE VARIES VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WASHER WITH WITHOUT WOOD WASHER/DRYER WINDOW WATERPROOFING WATER RESISTANT WELDED WIRE MESH

ARCHITECTURAL A000 A001 A002 A003 A004 A005

COVER SHEET DRAWING INDEX / PROJECT DATA MEETS AND BOUNDS DEMO PLAN SITE EXCAVATION PLAN

A100 A101 A102 A103

ARCHITECTURAL SITE PLAN FOUNDATION PLAN FRAMING PLAN RAILING LAYOUT

A200 A201

ELEVATIONS ELEVATIONS

A300 A400 A401 A402

SECTIONS FOUNDATION DETAILS FOUNDATION DETAILS TYPICAL DETAILS

A410 A411 A412

RAMP PLAN AND SECTION

A420 A421 A422 A423

HUB PLAN AND SECTION HUB DETAILS COLUMN DETAILS

A424 04/30/2013

PERMIT

A430 A431 A432 A433

STAIR PLAN AND SECTIONS STAIR DETAILS

A434

11. ALL MECHANICAL WORK TO BE PREFORMED ACCORDING TO LATEST ASHRAE STANDARDS.

A440 A441 A442 A443

12. ALL ELEVATORS AND OR CONVEYING SYSTEMS SHALL CONFORM TO IBC, LATEST EDITION

LOCATION MAP

SYMBOL KEY DIMENSION TO CENTERLINE

Churc Ave

h Stre et

CONCRETE

ercial

EARTH

Comm

ARROW INDICATES DIRECTION OF

S t (U

us B 0

Jeffer son A ve

513 Church Street

CUTTING PLANE

BATT OR BLANKET INSULATION

SHEET No. WHERE SECTION IS DRAWN

INDICATES DETAIL NUMBER

Stree t (US 60 Bu s)

GRAVEL

ROUGH LUMBER OR PARTICLE BOARD

SHEET No. WHERE DETAIL IS DRAWN

PLYWOOD

ELECTRICAL

) INDICATES NORTH

FINISHED WOOD

ELEVATION NUMBER

SHEET No. WHERE ELEVATION IS DRAWN

E100

ELECTRICAL DETAILS

BRICK

A 001

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

a ew g Rid

A444

DIMENSION TO FINISH FACE

SECTION NUMBER

Main

e tre S y

BRIDGE PLAN AND SECTION

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN THE DRAWING, SPECIFICATIONS, OR EXISTING CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS.

AB ABV AFF ALUM APPROX ASBLY BLDG BD BS BO BTM BTWN CLG CL/ C L CLR CMU CNR COL CONC CONST CONT COORD CPT CRS CT D DBL-HUNG DIA DIM DN DR DTL DWG EA EL EL ELEC EPDM

PERMIT

GENERAL CONTRACTOR:

OWNER:

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

DRAWING INDEX

04/30/2013

PERMIT

A 002

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CHURCH STREET

BRIDGE

EXISTING SIDEWALK

EXISTING GUARDRAIL

REMOVE SEGMENT OF EXISTING GUARDRAIL

SMITH CREE K

EXISTING UNDERGROUND STORM WATER CONDUCTOR LINE TO REMAIN

04/30/2013

PERMIT

EDGE OF CREEK BED

EXISTING MANHOLE TO REMAIN

EXISTING BRIDGE TO BE REMOVED

EXISTING AMPHITHEATRE PAVILION TO REMAIN EXISTING UTILITY POLE TO REMAIN

TOWN OF CLIFTON FORGE ALLEY

EDGE OF EXISTING RETAINING WALL

A003 - DEMOLITION PLAN SCALE: 1/8" = 1'-0"

A 003

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

20'-9 1/4"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RE F

EN CE

LIN

1065.14 BOTTOM EDGE OF EXISTING RETAINING WALL

04/30/2013

PERMIT

1/ 4 6'7

1064.52

3'-4

1/2

EXTERIOR TOP EDGE OF EXISTING RETAINING WALL

1063.04

1'-1 0"

EXISTING MANHOLE

'-0

3/ 8"

1'-

/8"

PROPERTY BOUNDARY

1064' /4" 83

90'70

'-4

1/2

INTERIOR TOP EDGE OF EXISTING RETAINING WALL

56'-2 1 /4"

REFERENCE ELEVATION

8'6

1072.03

" 9'-4 1/2

EXISTING UTILITY POLE

5 6'-

'-9

/2" 31'-9 1

TOWN OF CLIFTON FORGE ALLEY

1/4

1/A004 - SITE EXCAVATION PLAN SCALE: 1/8" = 1'-0"

A 004

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SIDEWALK

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SIDEWALK EXISTING DOGWOOD TREES TO REMAIN

9'-11 1/4"

2'-6 "

24'-0" 68

'-3

74 1/ 4"

'-6

1/ 8"

/8 15 89'6" 81'" 3'-0

PROPOSED DOGWOOD TREES

8'0"

COMPACTED GRAVEL DRIVEWAY

3/4"

COMPACTED GRAVEL PATH

21 '-

INDICATES LOCATION OF

GRASS

EXISTING STORM DRAIN BELOW GRADE

5'-

/8" 83 /8" 48'87 50'-

'-0

3'0"

'-2

1/8

'-0

5'-

4'-

1'-

A100

'-9

EXISTING LANDSCAPE WALLS

1/8

'-0

3/8

TALL GRASSES

COMPACTED GRAVEL

1'-6

EXISTING GRASS AREA

PATH

'-2

2'-0

HSS COLUMNS

10'-

75 /8"

5'-5

'-5

9'-11 7/8" 8'-10 5/8"

4'-0

" 13'-

EXISTING MANHOLE

9'-2 " 9'-6

10'-4 5/8" 12'-4 1/4" 8'-6"

/8"

6'-

/4" 23

CONCRETE TOPPING SLAB

6'-

0 -1 7'

8" 3/

5'-5 3/8"

10'-2"

04/30/2013

PERMIT

18 6''-4 2 1 /8 " "

1/2

0 5'-

PROPERTY BOUNDARY

/8"

9'-

7'-1 7/8"

/2"

'-3

2" 1/

7'-

" -0

7'-

-6 6'

2'-

8'-8 1/4" 11'-10 1/2"

4" 1/

9'-2 7/8" 7'-10 3/8"

EXISTING MANHOLE

FLOWER BEDS TOP EDGE OF EXISTING RETAINING WALL

2/A100 - PLAN UNDER BRIDGE SCALE: 1/8" = 1'-0"

'-0

BOTTOM EDGE OF EXISTING RETAINING WALL COMPACTED GRAVEL PATH

TOWN OF CLIFTON FORGE ALLEY

20'-0"

4" 3/

SMITH CREEK EXISTING UTILITY POLE

8 3'-

EXISTING AMPHITHEATRE ROOF

EXISTING WOOD DECK

TALL GRASSES

EXISTING WOOD GUARDRAIL 56

A100 - ARCHITECTURAL SITE PLAN SCALE: 1/8" = 1'-0"

A 100

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

64'2

EXISTING GRASS AREA

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

SIDEWALK

76 72 70

1 A400

EXTERIOR TOP EDGE OF EXISTING RETAINING WALL 3

A400

A401

BOTTOM EDGE OF EXISTING RETAINING WALL

'-0

INTERIOR TOP EDGE OF EXISTING RETAINING WALL

6'-

3'-4

1/2

1'-1

04/30/2013

PERMIT

LIBRARY

DASHED LINE INDICATES EDGE OF BRIDGE ABOVE

1064

3 A401

1064 3 2'-

5 6'-

2" 1/

4 3/

58 56

1/A101 - FOUNDATION PLAN SCALE: 1/8" = 1'-0"

A 101

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A400

A423 1

A423

6'-2 1/8"

1'-6"

1/8"

1'-6"

1 A423

1'-6

W8X24

1'-6

5'-0"

X24

W6X20

W6 X2

0 48'-

W8X24 STEEL BEAMS 24

W8X

1'-6

9'-6

1/2"

3 A401

3'-4 1/2"

9'-2

4'-0

04/30/2013

PERMIT

L3" X 3" X 1/4" STEEL ANGLE TRUSS MEMBERS, WELDED TO BOTTOM FLANGE OF BEAMS IN HOWE TRUSS CONFIGURATION

W8X28 STEEL BEAMS 3

A43

5'-0 "

C8X11.75 STEEL STAIR STRINGERS

A102 - FRAMING PLAN SCALE: 1/4" = 1'-0"

A 102

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2" X 6 3/4" (ACTUAL) WOOD JOISTS, 18" O.C.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

6'-0

1'-0

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

37'-2 3/8"

A42

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4 A402 5'-10 7 /8"

5/16" 36'- 1

48'-1 1 /8"

8'-

/1 73

9'-

/4"

5/16" 36'- 1

48'-1 1 /8"

04/30/2013

PERMIT

1/A103 -RAILING LAYOUT SCALE: 1/4" = 1'-0"

A 103 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

/16

8'-

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

" 6'-0 7/8

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

123'-7 1/8"

48'-0 5/8"

36'-6 3/8"

11'-11"

12'-2"

14'-11 1/8"

44'-8 1/2"

WOOD GUARDRAIL CAP WOOD HANDRAIL CAP

BRIDGE SLOP E 1 12 STEEL CABLE RAIL ASSEMBLY

GRAVEL PATH

7'-2"

A402

RAMP SLOPE

EXISTING CONCRETE RETAINING WALL

EXISTING MANHOLE

STAIRS

1/A200 - SOUTH WEST ELEVATION SCALE: 1/4" = 1'-0"

96'-6 1/8"

14'-11 1/8"

36'-7 1/2"

12'-2"

11'-9 3/4"

48'-0 3/4"

44'-8 5/8" 04/30/2013

PERMIT

WOOD GUARDRAIL CAP

WOOD HANDRAIL CAP

PE BRIDGE SLO 1

STEEL CABLE RAILING ASSEMBLY 12

GRAVEL PATH 1

7'-2"

RAMP SLOPE 10

EXISTING CONCRETE RETAINING WALL

3'-4"

EXISTING MANHOLE

A430

STAIRS

STEEL COLUMNS

2/A200 - NORTH EAST ELEVATION SCALE: 1/4" = 1'-0"

200

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

STEEL COLUMNS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

BRIDGE EXISTING CONCRETE RETAINING WALL WOOD GUARDRAIL CAP

WOOD HANDRAIL CAP STEEL CABLE RAIL ASSEMBLY 3 A430

04/30/2013

PERMIT

WOOD DECKING

RAMP

STAIRS

1/A201 - SOUTH WEST ELEVATION SCALE: 1/4" = 1'-0"

A 201

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4 2

A401

A440

2 2

A410

A420 11'-5 5/8"

TOP OF BRIDGE ELEV. 1076.99' REFERENCE LINE ELEV. 1076.7'

4'-1 3/8"

4'-3 3/4"

TOP OF FOUNDATION ELEV. 1076.33'

37'-5 1/4"

BOTTOM OF FOUNDATION ELEV. 1072.03'

49'-4 3/4"

12'-0 3/4"

48'-2 5/8"

2'-3 3/4"

3'-9 1/2"

A423

CONCRETE FOUNDATION

4" STEM WALL

1'-0"

FRONT FACE OF EXISTING RETAINING WALL 2'-2"

CONCRETE TOPPING SLAB EXISTING MANHOLE EXISTING STORM WATER PIPE

A400

TOP OF FOOTING ELEV. 1066.14' TOP OF FOOTING ELEV. 1065.14'

2'-6"

2 CONCRETE FOUNDATION

3'-3 5/8"

BOTTOM OF FOOTING ELEV. 1063.04'

CONCRETE SLAB

SHORT SLOPE TO CREEK

A401 TOP OF FINISH SLAB ELEV. 1065.2'

2'-6"

2'-9"

7'-2"

TOP OF STEM WALL ELEV. 1068.64'

4" 8'-0"

11'-5 5/8"

1/A300 - SOUTH WEST SECTION THROUGH RAMP SCALE: 1/4" = 1'-0"

04/30/2013

PERMIT

4 2

A401

A440 2 A420 11'-5 5/8"

TOP OF BRIDGE ELEV. 1076.99'

4'-1 3/8"

TOP OF FOUNDATION ELEV. 1076.33'

4'-3 3/4"

REFERENCE LINE ELEV. 1076.7'

BOTTOM OF FOUNDATION ELEV. 1072.03'

48'-2 5/8"

2'-3 3/4" 3'-9 1/2"

A400

A423

CONCRETE FOUNDATION 7'-2"

3 A431

10 '-9

1/2

EXISTING MANHOLE

APPROXIMATE REAR FACE OF RETAINING WALL

EXISTING STORM WATER PIPE

4'-2 5/8"

CONCRETE TOPPING SLAB CONCRETE SLAB CONCRETE FOUNDATION

BOTTOM OF FOOTING ELEV. 1064.52'

CONCRETE STAIR FOOTING

3'-3 5/8"

2/A300 - SOUTH WEST SECTION THROUGH STAIR SCALE: 1/4" = 1'-0"

A 300 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

BOTTOM OF FOOTING ELEV. 1063.04'

TOP OF LANDING ELEV. 1066.6'

FRONT FACE OF EXISTING RETAINING WALL 2'-2"

TOP OF FINISH SLAB ELEV. 1065.2'

3'-3"

A401

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

APPROXIMATE REAR FACE OF RETAINING WALL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

DASHED LINE INDICATES EDGE OF FOOTING BELOW

2'-6"

12'-0"

2 A400

6'-0 5/8"

3'-0"

2 A400

11 3/4"

4'-1 7/8"

1/8"

A400

1'-0"

1/A400 - RAMP FOUNDATION PLAN SCALE: 3/4" = 1'-0"

3/A400 - STAIR FOUNDATION PLAN SCALE: 3/4" = 1'-0"

04/30/2013

PERMIT

1'-7 1/8" 11"

CONCRETE FOOTING

WELDED WIRE REINFORCEMENT (WWR

8 1/8"

7" 4"

TOP OF GROUND

3'-3"

9 7/8"

ELEV. 1067.77

FLUSH W/ GRADE

2 7/8"

TOP OF CONCRETE STAIR

ELEV. 1066.6

ELEV. 1064.52

1'-10"

2/A400 - RAMP FOUNDATION SECTION SCALE: 3/4" = 1'-0"

4'-2 5/8"

4/A400 - STAIR FOUNDATION SECTION SCALE: 3/4" = 1'-0"

A 400 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2'-6"

3'-4 1/2"

11'-2

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

5'-0"

11"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

EXISTING CONCRETE RETAINING WALL DASHED LINE INDICATES W8X28 ABOVE

2 A401

HEX HEAD BOLTS

1'-0"

1/2"

A401

1'-0"

6" 11'-0 3/8"

1'-3 3/4" 2'-3 3/4"

1'-5"

1/A401 - HUB FOUNDATION PLAN SCALE: 3/4" = 1'-0" 3/A401 - RETAINING WALL FOUNDATION PLAN SCALE: 3/4" = 1'-0" 3 A422

04/30/2013

PERMIT

PRIMARY RAIL POST 6"x6" WIRE MESH

TYP. INTERMEDIARY RAIL POST

8" 2 1/2"

11'-0 3/8"

CABLE STOP WITH INTERNAL THREAD

TOP OF FOOTING

11'-8 3/8"

2X6 OAK GUARDRAIL

ELEV. 1064.7

2'-2"

BOTTOM OF FOOTING

1'-9"

1'-6"

2x2 OAK HANDRAIL

3/16" BRAIDED STL. CABLE AT 3" O.C.

ELEV. 1063.04

TOP OF BRIDGE

4 1/4"

1'-0"

ELEV. 1076.99'

TOP OF POCKET ELEV. 1076.02'

1'-0"

3" CLEAR SPACE

1'-0"

W8X28 STEEL I-BEAM

BOTTOM OF FOOTING

4/A401 - RETAINING WALL FOUNDATION SECTION SCALE: 3/4" = 1'-0" 1'-5"

2'-3 3/4"

ELEV. 1072.03'

A 401

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2/A401 - HUB FOUNDATION SECTION SCALE: 3/4" = 1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

6'-7 1/4"

2 A401

EPOXY BOLTS

SEE 1/A422 FOR BASE PLATE LAYOUT

1/2"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2" x 6" (ACTUAL) CONTINUOUS OAK GUARDRAIL CAP

2 1/8"

2 1/2" X 2 1/2" 3/8" CONTINUOUS STEEL ANGLE 2" x 1 5/8" (ACTUAL) WOOD HANDRAIL CAP 3/8" X 2" CONTINUOUS STEEL HANDRAIL SUPPORT

3/8" X 2 1/2" BAR STOCK HANDRAIL BRACKET

3/8" X 2 1/2" STEEL BAR STOCK GUARDRAIL SUPPORT

3/16" BRAIDED STEEL CABLE W 8 X 28 (W8 X 24 FOR RAMP AND HUB)

3'-11 3/8"

1 1/2" x 6" (ACTUAL) OAK RIM JOIST

W8 X 28 (W8 X 24 FOR RAMP AND HUB)

1/2" A325 LAG BOLT @ 16" O.C.

1 1/2" x 6" (ACTUAL) OAK RIM JOIST

4/4 OAK DECKING

1/2" A325 LAG BOLT @ 16" O.C.

1"X1" SQ. STL. TUBE AT PRIMARY RAIL POSTS

4/4 OAK DECKING

2" x 6 3/4" (ACTUAL) OAK JOISTS BEARING ON BOTTOM FLANGE OF W8X28

3 X 3 X 1/4" CONTINUOUS STEEL ANGLE

2/A402 - END FLOOR ASSEMBLY DETAIL SCALE: 1 1/2" = 1'-0"

1/A402 - TYPICAL FLOOR ASSEMBLY DETAIL SECTION SCALE: 1 1/2" = 1'-0"

3/A402 - TYPICAL RAIL ASSEMBLY DETAIL SECTION SCALE: 1 1/2" = 1'-0"

04/30/2013

PERMIT

2" x 6" (CONTINUOUS) OAK GUARDRAIL CAP 2' 1/2 " x 2' 1/2 " x 3/8 " CONTINUOUS STEEL ANGLE

2" x 1 5/8 " (CONTINUOUS) WOOD HANDRAIL CAP

PRIMARY RAIL POST ASSEMBLY: 3/8"X2 1/2" STL. BARSTOCK WELDED TO EACH SIDE OF A 1"X1" SQ. STL. TUBE KERFED AND WELDED TO BOTH FLANGES OF STL. (SEE ELEVATION DWGS. FOR LOCATIONS)

3/8 " X 2" CONTINUOUS STEEL HAND RAIL SUPPORT

3" 3/8 " X 2' 1/2 " HANDRAIL BRACKET

3/8" x 2 1/2" STL. BARSTOCK TENSION POST

3/8"

3/16" BRAIDED STL. CABLE 3/16 " STEEL CABLE

PRIMARY RAIL POST ASSEMBLY: 3/8"X2 1/2" STL. BARSTOCK WELDED TO EACH SIDE OF A 1"X1" SQ. STL. TUBE KERFED AND WELDED TO BOTH FLANGES OF STL.

TOP FLANGE OF STL. BEAM BELOW WOOD DECKING BELOW

4/A402 - TYPICAL RAIL POST DETAIL PLAN SCALE: 1 1/2" = 1'-0"

W 8 X 24 1 1/2"

3'-0"

2'-11"

INTERMEDIARY RAIL POST: 3/8" STL. BAR STOCK KERFED AND WELDED TO BOTH FLANGES OF STL. BEAM BELOW

5/A402 - RAIL ELEVATION SCALE: 1" = 1'-0"

A 402 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3/8" STL. BAR STOCK CABLE SUPPORT

INTERMEDIARY RAIL POST: 3/8" STL. BAR STOCK KERFED AND WELDED TO BOTH FLANGES OF STL. BEAM BELOW (SEE ELEVATION DWGS. FOR LOCATIONS)

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3/4" STEEL PLATE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2" X 6" (CONTINUOUS) OAK GUARDRAIL CAP

A402

2" X 1 5/8 " (CONTINUOUS) OAK HANDRAIL CAP

3'-11"

4/4 OAK DECKING 1 A402

04/30/2013

PERMIT

2" X 6 3/4 " (ACTUAL) OAK JOIST (TYP) FLUSH

1 1/2" x 6" (ACTUAL) OAK RIM JOIST

W8X24 STEEL BEAM 3" X 3" X 1/4" STEEL ANGLE

4'-2 1/4"

5'-0"

1/A410 - RAMP PLAN SCALE: 1/4" = 1'-0"

2/A410 - RAMP TRANSVERSE SECTION SCALE: 1 1/2" = 1'-0"

A 410

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3/8 " X 2' 1/2 " STEEL GUARD RAIL SUPPORT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2 A402

0" 5'-

1/ 8"

1/2 "

6'-

4'-4

9'-6

1/2 "

0" 5'-

A402

A422

04/30/2013

PERMIT

3'-6 3/8"

4'-1"

8'-9 3/4"

1/A420 - HUB PLAN SCALE: 1/4" = 1'-0"

2/A420 - HUB TRANSVERSE SECTION SCALE: 1 1/2" = 1'-0"

A 420 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

6'-

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

W8X24 STEEL BEAMS

ALTERNATING TOP TO BOTTOM 6'-2 1/8"

6'-0

1/8"

5'-0 "

1'-4"

5'-0"

1'-4"

3/4" X 2" X 18" STEEL PLATES, WELDED TO HUB BEAMS AND BOLTED TO BRIDGE BEAMS

1/4" X 6" STEEL PLATE, WELDED TO WEB OF BEAMS

" 1'-2

1/2" 4'-4

1'-2 " 9'-6

1/2"

2" X 6 3/4" (ACTUAL) WOOD JOINTS, 18" O.C.

W8X24 STEEL BEAM

1/A421 - HUB STRUCTURAL PLAN SCALE: 1/2" = 1'-0"

04/30/2013

PERMIT

MITERED AND FULLY WELDED BEAM CONNECTIONS

ALPOLIC CLADDING PANELS, JOINTS ON JOISTS, 1/4" GAPS BETWEEN

3 1/4"

3'-1 1"

11 1/2" 3"

4" 0 1/

3'-1

2" 4 1/

2/A421 - REFLECTED CEILING PLAN SCALE: 1/2" = 1'-0"

A 421

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3'-11 1/4"

HSS STEEL PIPE COLUMNS, W/ FULLY WELDED CONNECTIONS TO BEAMS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

W6X20 STEEL BEAMS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

DASHED LINE INDICATES EDGE OF TOPPING SLAB ABOVE

4/4 OAK DECKING 7/8" (ACTUAL) WOOD BLOCKING TOP OF HUB PLATFORM ELEV. 1073.03' 8"

2" X 6 3/4" (ACTUAL) WOOD JOISTS, NOTCHED AS SHOWN 1 1/2" X 5" (ACTUAL) WOOD RIM BANDS

BOTTOM OF STEEL BEAMS ELEV. 1072.37'

ALPOLIC CLADDING PANELS

FLUSH

7'-10"

FULLY WELDED COLUMN CONNECTION TO BEAMS

7'-2"

4" X 1/8" ROUND STEEL PIPE COLUMN

1/8" FOAM ISOLATION PAD AT COLUMN BASE

1/A422 - BASE PLATE LAYOUT SCALE: 1 1/2" = 1'-0"

3/4" WELDED STEEL BASEPLATE STIFFENERS

WELDED COLUMN CONNECTION TO BASEPLATE

TOP OF FINISH SLAB ELEV. 1065.2'

5" FINISH CONCRETE SLAB W/ 6" X 6" WELDED WIRE MESH REINFORCEMENT

TOP OF FOOTING ELEV. 1064.7'

3/4" X 16" THREADED STEEL ANCHOR ROD (ASTM A193 B7), WITH ANCHOR NUT, WET-SET, 12" MINIMUM COVER

1'-9" 3"

5'-0"

#4 REBAR AT 12" O.C., BOTH DIRECTIONS 3" MINIMUM CLEAR COVER

2'-2"

1/8"

1'-0"

3/4" X 12" X 12" STEEL BASE PLATE, ON 1 1/4" NON-SHRINK GROUT

6'-0

04/30/2013

PERMIT

6'-2 1/8"

BOTTOM OF FOOTING ELEV. 1063.04'

5'-0

5-9/16" DIA BY 1/4" THICK COLUMNS

4-1/2" DIA BY 1/4" THICK COLUMNS

4'-4

3/A422 - COLUMN CONNECTIONS SCALE: 1 1/2" = 1'-0"

1/2"

2/A422 - COLUMN PLACEMENT SCALE: 1 1/2" = 1'-0"

A 422 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

9'-6

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ALTERNATING TOP TO BOTTOM

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

RAIL POST, NOTCHED AS SHOWN 7/8" (ACTUAL) WOOD DECKING

7/8"

A325 CONNECTION BOLTS IN 1" HOLES 3/4" X 2" X 18" FLANGE CONNECTION PLATES

3/4" X 2" X 18" STEEL FLANGE CONNECTION PLATES, WELDED TO HUB BEAMS AND BOLTED TO BRIDGE BEAMS

8" 1/4" WELDED HUB END PLATE

(3) 1/2" A325 BOLTS, 16" O.C., ALTERNATING TOP TO BOTTOM

2 1/2"

3/4" X 5" X 7 1/2" STEEL WEB CONNECTION PLATES, BOLTED TO HUB AND BRIDGE BEAMS

3/4" X 5" X 7 1/2" WEB CONNECTION PLATES

2" X 6 3/4" OAK NAILER, BOLTED TO END PLATE

L3" X 3" X 1/4" STEEL ANGLE TRUSS MEMBER, WELDED TO BEAM FLANGES

ALPOLIC CLADDING

5" X 3/8" HSS STEEL PIPE COLUMN, FULLY WELDED TO BEAM

1/A423 - CONNECTION TO HUB, LONG SECTION DETAIL, TYPICAL SCALE: 3" = 1'-0"

3/A423 - CONNECTION TO HUB, SHORT SECTION DETAIL, TYPICAL SCALE: 3" = 1'-0"

04/30/2013

PERMIT

4/4 OAK DECKING

3/4" X 2" X 18" FLANGE CONNECTION PLATES

3/4"

TENSIONED STEEL CABLES

6 1/2"

3/4"

W8X24 OR W8X24 STEEL BEAMS

3/4" X 5" X 7 1/2" WEB CONNECTION PLATES

CABLE RAIL TENSION POSTS CABLE RAIL TENSION POSTS HSS STEEL PIPE COLUMN

2/A423 - CONNECTION TO HUB, ELEVATION DETAIL, TYPICAL SCALE: 3" = 1'-0"

4/A423 - CONNECTION TO HUB, PLAN DETAIL, TYPICAL SCALE: 3" = 1'-0"

A 423

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ALPOLIC CLADDING PANELS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3 A431

SEE HANDRAIL/GUARDRAIL NOTES A-402

2" X 6" OAK GUARDRAIL CAP 2" X 1 5/8" WOOD HANDRAIL CAP

STEEL L-BRACKET

W 8X24 STEEL BEAM OAK 2" X 6" BLOCKING 2" X 11" (ACTUAL) OAK STAIR TREAD

2" X 1 5/8" WOOD HANDRAIL 3/8" X 2" CONTINUOUS STEEL HANDRAIL SUPPORT

1 4"

1/4" X 6" STEEL PLATE

2 2" X 11" WOOD STAIR TREAD W/ BAR STOCK SUPPORTS

THICK STEEL L-BRACKET

A431

#6 X 1 1/4" STAINLESS STEEL FLAT HEAD SQUARE DRIVE SCREW 3/8" X 2" STEEL BAR STOCK HANDRAIL SUPPORT 1 4""

CONCRETE FOUNDATION STEPS

X 1 1/2" BAR STOCK

C 8 X 11.5 STEEL C-CHANNEL

1 1/4" X 2 5/8" ANCHOR BOLT

EPOXY SET ANCHOR BOLT

A431

3/A430 - STAIR FRONT ELEVATION SCALE: 1/2" = 1'-0"

1/A430 - STAIR SECTION SCALE: 1/2" = 1'-0"

04/30/2013

PERMIT

" 34

9 8'-

" 3/4 33

6'-0

TOP OF HUB SURFACE ELEV. 1073.03'

5/8 "

3'-0

" 34

4'-2

3'-6"

4'-6 1/8"

4'-0 1/8"

3/8" X 2" CONTINUOUS STEEL HANDRAIL SUPPORT

3'-0"

2" X 1 5/8" WOOD HANDRAIL

8'-

3/8" X 2" STEEL BAR STOCK HANDRAIL SUPPORT 3'-0"

2'-3

1'-1 1"

C 8 X 11.5 STEEL STAIR STRINGER

1/4" X 2 5/8" SET ANCHOR BOLT

(4) 5/8"

5/8 "

A325 HI STRENGTH ANCHOR BOLTS

93 /8"

TOP OF LANDING ELEV. 1066.6'

CONCRETE SLAB TOP OF SLAB ELEV. 1065.2'

2/A430 - STAIR SIDE ELEVATION SCALE: 1/2" = 1'-0"

4/A430 - STAIR PLAN SCALE: 1/2" = 1'-0"

A 430

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

CONCRETE SLAB

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1/4" X 6" STEEL PLATES

#6 X 1 1/4" STAINLESS STEEL FLAT HEAD SQUARE DRIVE SCREW

(4) 5/8"

A325 HI STRENGTH EPOXY BOLTS

11" CONCRETE STAIR FOUNDATION 9 7/8"

C 8 X 11.5 STEEL CHANNEL STRINGER

2 7/8"

3" L-BRACKET

5 1/2" 1 1/2"

TOP OF LANDING ELEV. 1066.6'

BOTTOM OF FOOTING ELEV. 1064.52'

1/A431 STAIR TREAD FABRICATION DETAIL SCALE: 3" = 1'-0"

2/A431 - STAIR FOUNDATION ELEVATION DETAIL SCALE: 1 1/2" = 1'-0"

04/30/2013

PERMIT

(3) 5/8"

A325 HI STRENGTH BOLTS, 16" O.C., ALTERNATING TOP TO BOTTOM, CENTER BOLT LOW, OUTER BOLTS HIGH

1/4" STEEL CONNECTION PLATES, WELDED TO BEAMS AND STRINGERS

W8 X 24 STEEL BEAM

C8 X 11.75 STEEL STRINGER

1/4" X 1 1/2" BAR STOCK

1/4" X 3" X 3" STEEL ANGLE

3/A431 HUB TO STAIR CONNECTION DETAIL SCALE: 3" = 1'-0"

A 431

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3/8" X 2 1/2" STEEL BAR STOCK

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

2" X 6" (CONTINUOUS) OAK GUARDRAIL CAP

A402

2" X 1 5/8 " (CONTINUOUS) OAK HANDRAIL CAP

3/8 " X 2' 1/2 " STEEL GUARD RAIL SUPPORT

3'-11"

4/4 OAK DECKING

FLUSH

2" X 6 3/4 " (ACTUAL) OAK JOIST (TYP) FLUSH

1 1/2" x 6" (ACTUAL) OAK RIM JOIST

W8X28 STEEL BEAM 3 X 3 X 1/4" STEEL ANGLE

4'-2 1/4"

5'-0" 3 A4 41

2/A440 - BRIDGE CROSS SECTION SCALE: 1 1/2" = 1'-0"

1'-

12 " HANDRAIL EXTENSION

3'-

1/A440 - BRIDGE PLAN SCALE: 1/2" = 1'-0"

A 440 PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

'-0

04/30/2013

PERMIT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A402

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4/E101 - FOUNDATION/COLUMNN ELECTRICAL SECTION SCALE: 1-1/2" = 1'-0"

100 W POWER SUPPLY

16 GAUGE SJ CABLE

10//2 DIRECT BURIAL WIRE

TOP OF HUB PLATFORM ELEV. 1071.83'

1/2" HOLE BOTTOM OF STEEL BEAMS ELEV. 1071.17'

ALPOLIC CLADDING PANELS

FLUSH

7'-2"

7'-10"

FULLY WELDED COLUMN CONNECTION TO BEAMS

4" X 1/8" ROUND STEEL PIPE COLUMN

5" FINISH CONCRETE SLAB W/ 6" X 6" WELDED WIRE MESH REINFORCEMENT

TOP OF FINISH SLAB ELEV. 1064'

1'-6"

BOTTOM OF FOOTING ELEV. 1063.58'

2'-2" 1'-9"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TO AMPHITTHEATRE

BOTTOM OF FOOTING ELEV. 1061.83'

1/E101 - HUB WIRING PLAN SCALE: 1" = 1'-0" 04/30/2013

PERMIT

12 VDC LED MODULE 12 VDC LED ROPE

1/8" FROSTED ACRYLIC

2 1/8"

1/8" FROSTED ACRYLIC

16 GAUGE SJ CABLE

.5" DIA HOLE

16 GAUGE SJ CABLE POWER SUPPLY

3'-11 3/8"

10/2 WIRE TO BREAKER

2/E101 - TYPICAL LIGHTING DETAIL SCALE: 1-1/2" = 1'-0" 3/E101 - TYPICAL LIGHTING DETAIL SCALE: 1-1/2" = 1'-0"

E 100

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

10/2 DIRECT BURIAL WIRE

1'-6"

1" PVC CONDUIT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT