SB302.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

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LIGHT POLE PER LED FIXTURE SUPPLIER

AutoCAD SHX Text (3"x5") REINFORCED HAND HOLE WITH TAMPER RESISTANT SCREWS. PROVIDE IN-LINE SCREW-TYPE FUSE HOLDER(S) WITH FUSE(S).

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POLE GROUNDING STUD

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2-PIECE BOLT COVER PLATE.

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FINISHED PAVING/GRADE

AutoCAD SHX Text ANCHOR BOLTS PER POLE MANUFACTURER'S REQUIREMENTS WITH LEVELING NUTS ABOVE & BELOW BASE PLATE

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UNDISTURBED SOIL OR SELECT BACKFILL COMPACTED, SEE NOTE BELOW.

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#4 BARE COPPER GROUND (20'-0") COILED BELOW BASE

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CONCRETE BASE & REINFORCING STEEL, SEE NOTE BELOW.

AutoCAD SHX Text GENERAL NOTES: 1. BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR BACKFILL, CONCRETE, REINFORCING STEEL, AND ANCHOR BOLTS ARE SHOWN FOR REFERENCE ONLY. ACTUAL DIMENSIONS AND REINFORCING ARE AS REQUIRED BY POLE SUPPLIER FOR FIXTURE HEIGHT AND TYPE. FOR BIDDING PURPOSES ASSUME 24" DIA. PIER 5' DEEP WITH (6) #5 VERT AND #3 TIES AT 12" O.C. 2. PIER SUPPLIER: FOR DESIGN OF POLE, BASE AND PIER, SEISMIC DESIGN CATEGORY PIER SUPPLIER: FOR DESIGN OF POLE, BASE AND PIER, SEISMIC DESIGN CATEGORY B, EQUIVALENT WIND SPEED 90 MPH.

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LIGHT POLE BASE

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NOT TO SCALE

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AutoCAD SHX Text NOTES: 1. POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED OXIDE POST BARRICADES SHALL BE PAINTED WITH ONE PRIME COAT OF RED OXIDE (PAINT NO.1). ONE FINISH COAT OF HIGH VISIBLE YELLOW ENAMEL AND STRIPES CONSISTING OF 4" BANDS OF BLACK/WHITE DIAGONAL STRIPED REFLECTOR TAPE SHALL BE USED UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2. FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, SHALL BE FINISH COLOR COMBINATIONS, OTHER THAN THAT SPECIFIED ABOVE, SHALL BE SUBMITTED TO THE AGENCY FOR APPROVAL. 3. BOLLARDS TO BE SPACED AT 4'-0" MAX CLEAR SPACING WHEN IN ARRAY.BOLLARDS TO BE SPACED AT 4'-0" MAX CLEAR SPACING WHEN IN ARRAY.

AutoCAD SHX Text 6" x 8'-0" LONGSTD STEEL PIPE W/ CONCRETE FILL, ROUNDED AT TOP

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AutoCAD SHX Text 3"3"

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BOLLARD GUARD POST

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NOT TO SCALE

AutoCAD SHX Text F7

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(5) #5 VERTICAL #5 VERTICAL

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#3 TIES AT 12" O.C.

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CLEAR SIDES AND TOP

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2'-0" MIN.

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SET PIER SLIGHTLY ABOVE ADJACENT PAVING/GRADE

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NEW STEAM SERVICE TUNNEL

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CONT. WATERSTOP AT ALL JOINTS

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STRUCTURAL SLAB AT TUNNEL CAP

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TOPPING SLAB AND SITE PAVING/GRADE, SEE CIVIL

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AutoCAD SHX Text 10"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

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PROVIDE BACKFILL PER GEOTECHNICAL REPORT

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PERIMETER AND CHIMNEY DRAINS, SEE GEOTECH AND CIVIL

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PROVIDE BACKFILL PER GEOTECHNICAL REPORT

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PERIMETER AND CHIMNEY DRAINS, SEE GEOTECH AND CIVIL

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TOF ELEV. SEE PLAN

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SEE FOOTING SCHEDULE

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SEE

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SEE

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SEE

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FTG. SCHEDULE

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CONT. FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING

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TO SLAB SEE CIVIL

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SEE FOOTING SCHEDULE

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SEE

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SEE

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SEE

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FTG. SCHEDULE

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CONT. FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING

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#5 AT 12" O.C. E.W.

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#5 AT 12" O.C. E.W.

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#5 AT 12" O.C.

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#6 AT 12" O.C.

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FORMED KEYWAYS AT ALL JOINTS

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#5 BENT BARS WITH ACI LAP EACH LEG

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STEAM TUNNEL SECTION

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NOT TO SCALE

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F.F. ELEV. SEE PLAN

AutoCAD SHX Text 1'-2"

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T.O. FTG. SEE PLAN

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#5 AT 12" O.C., HOOK AT BOTTOM

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#5 AT 10" O.C. EA. WAY T&B

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CONT. WATERSTOP

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#4 DOWEL AT 18" O.C.

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SEE GRATE SUPPLIER FOR REQUIRED EMBEDS AND HARDWARE NOT SHOWN ON DRAWINGS

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text D7

AutoCAD SHX Text #5 AT 12" O.C. HORIZ., PROVIDE HOOK AND ACI LAP AT CORNERS OR PROVIDE CORNER BARS, SEE F3/SG002

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SECTION - SERVICE ACCESS PIT

AutoCAD SHX Text 1 1/2" x 3" KEYWAY CONT.

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PROVIDE BACKFILL PER GEOTECHNICAL REPORT

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PERIMETER AND CHIMNEY DRAINS, SEE GEOTECH

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VAPOR BARRIER, SEE ARCH

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PREPARED SUBGRADE

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 1 "12"

AutoCAD SHX Text 1 "12"

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F.F. ELEV. SEE PLAN

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WALL AND SLAB, SEE DETAILS

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EMBED PERIMETER FRAME SET INTO CONCRETE SLAB EDGE

AutoCAD SHX Text L4x4 GRATE SUPPORT FRAME, FIELD WELDED TO PERIMETER SLAB EMBED ANGLES

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INTERMEDIATE GRATE SUPPORT FRAME

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WALL AND SLAB, SEE DETAILS

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EMBED PERIMETER FRAME SET INTO CONCRETE SLAB EDGE

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INTERMEDIATE GRATE SUPPORT FRAME

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ACCESS LADDER

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REMOVABLE ACCESS GRATE

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REMOVABLE PIPE GRAB RAILS WITH RECEIVERS WELDED TO SUPPORT FRAME BELOW GRATE

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text C8

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SECTION - PIT GRATE COVER

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SECTION - FOUNDATION AT EXISTING WALL

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text D5

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EXISTING BUILDING

AutoCAD SHX Text DOWELS TO MATCH HORIZONTAL WALL AND FOOTING REINFORCING, EMBED 6" INTO EXISTING WITH EPOXY

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REMOVE EXISTING STOOP FOOTING AND STEM WALLS

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WHERE NEW TUNNEL MEETS EXISTING, SEE DETAIL D5 FOR DOWELING

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GRID

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SECTION - FOUNDATION AT GAS STORAGE

AutoCAD SHX Text 3/4''=1'-0''

AutoCAD SHX Text C6

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F.F. ELEV. SEE PLAN

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SEE FOOTING SCHEDULE

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SEE

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SEE

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SEE

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FTG. SCHEDULE

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CONT. FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING

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TOF ELEV. SEE PLAN

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SEE PLAN

AutoCAD SHX Text 12"

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NOM.

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TYPICAL

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SEE PLAN FOR SLAB AND REINF

AutoCAD SHX Text #4x4'-0" DOWELS AT 16" O.C. WITH STD ACI HOOK AND LAP

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(1) #5 CONT., EMBED 6" INTO CMU WALL JAMBS EA SIDE OF DOOR

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CONT. FOOTING, SEE SCHEDULE FOR SIZE AND REINFORCING

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#5 DOORWAY HAIRPIN, SEE B7/SG005

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LEVELING MORTAR BED BELOW FIRST COURSE

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DOWELS TO MATCH SIZE AND SPACING OF WALL REINFORCING WITH STD ACI LAP AND HOOK

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PREPARED SUBGRADE

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VAPOR BARRIER, SEE PLAN

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WALL BEYOND

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GAS STORAGE ROOM SLAB, SEE PLAN

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FORMED KEYWAYS AT ALL JOINTS

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FORMED KEYWAYS AT ALL JOINTS

AutoCAD SHX Text 1'-0"

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TO SLAB SEE CIVIL

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SLAB, SEE PLAN

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SECTION - OVERHEAD DOOR REINFORCING

AutoCAD SHX Text 1/2''=1'-0''

AutoCAD SHX Text C2

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%%ULINTEL SECTION

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EXISTING MASONRY WALL, (FIELD VERIFY)

AutoCAD SHX Text L5x3x1/4 (LLV)x0'-4" AT EA JAMB AND 16" OC MAX. EMBED WITH (1)-5/8" DIA A307 THREADED ROD 5" INTO MASONRY WITH ADHESIVE, SEE SHEET S-001

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BO OPENING

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SEE ARCH

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%%UJAMB SECTION

AutoCAD SHX Text 3/16

AutoCAD SHX Text 3/16

AutoCAD SHX Text 1/4"x3"x6" PLATE, EA END

AutoCAD SHX Text L3x3x3/8x0'-6", EA END OF GIRT

AutoCAD SHX Text HSS8x6x1/4 COLUMN, TYP

AutoCAD SHX Text 3/16

AutoCAD SHX Text 3/16

AutoCAD SHX Text L6x4x3/8x4'-0" (LLV) WELDED TO BOTTOM OF NEW ROOF BEAM

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SEE SHEET S-001 FOR POST-INSTALLED ADHESIVE ANCHORS IN MASONRY AND CONCRETE

AutoCAD SHX Text 11"

AutoCAD SHX Text L4x4x1/4x0'-4" AT EA JAMB AND 24" OC MAX. EMBED WITH (1)-5/8" DIA A307 THREADED ROD 5" INTO MASONRY WITH ADHESIVE, SEE SHEET S-001

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EXISTING MASONRY WALL, (FIELD VERIFY)

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SECTION

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JAMB

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SECTION

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LINTEL

AutoCAD SHX Text 3/16

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FIELD CUT BOTTOM OF HSS COLUMN TO FIT EXISTING CONDITIONS

AutoCAD SHX Text HSS6x6x1/4" BACK-UP COLUMN EACH SIDE OF OPENING

AutoCAD SHX Text BASE PL 1/2"x6 3/4"x1'-0" ANCHOR INTO EXISTING FOOTING WITH (2) 3/4" DIA A307 THREADED RODS EMBED 6" WITH EPOXY ADHESIVE, SEE SHEET S-001

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BASEPLATE SECTION

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SECTION

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BASEPLATE

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2 AT 12

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FACE OF OPENING

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TYP

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TYP

AutoCAD SHX Text 3/16

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2 AT 12

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SECTION

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BASEPLATE

AutoCAD SHX Text HSS8x6x1/4 GIRT

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3/8" GUSSET PLATE CENTER ON ANGLE

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COORDINATE WITH DOOR SUPPLIER TO ENSURE FRAME IS CLEAR OF ALL DOOR HARDWARE

AutoCAD SHX Text 200 Envoy Circle, Suite 201, Louisville KY 40299 - www.paradigmusa.com

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FULLY SPRINKLERED

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DESIGN REPLACE BOILER PLANT

AutoCAD SHX Text 438-22-900

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SIOUX FALLS VAMC

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SIOUX FALLS, SD 57105

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TWW

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DRW

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100% CONSTRUCTION DOCUMENTS

AutoCAD SHX Text 08-09-2024

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1808 DEEP CREEK RD. OKC, OK 73131 918.527.7166 INFO@MOONTREELLC.COM

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ADDENDUM 1

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AutoCAD SHX Text 08-09-24

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ADDENDUM 2 (NO STRUCTURAL CHANGES)

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XX-XX-XX

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ADDENDUM 3

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AutoCAD SHX Text 01-17-25

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FOUNDATION DETAILS

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SB302

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