J-2 Site Plans and Drawings.pdf

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REPAIR EDUCATION BUILDING DECK AT WEBER BASIN JOB CORPS CENTER
Solicitation number
1282A720Q0068
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J-1 SCOPE.JOBCORPS.DECK..pdf PDF
Sol_1282A720Q0068.pdf PDF
WDOL-Weber co.pdf PDF

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shillworthen Polygon shillworthen Typewritten Text Education Building

PROJECT LOCATION

VICINITY MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET

SHEET TITLE

G-01 COVER SHEET

D1.01 UPPER FLOOR DEMOLITION PLAN

A1.01 DECK REPAIR PLAN

A3.01 BUILDING SECTION

A4.01 DETAILS

FROM THE REGION 4 REGIONAL OFFICE AT 324 25TH STREET

OGDEN, UTAH. HEAD WEST ON 24TH STREET TO I-15. MERGE SOUTH

ONTO INTERSTATE 15. TAKE I-84 EXIT 87 TO TRAVEL TOWARDS

CHEYENNE. TAKE SOUTH WEBER EXIT AND TRAVEL SOUTH ON I-89.

TAKE EXIT 405. TURN LEFT ON S WEBER DRIVE. CONTINUE TO

CORNIA DRIVE. ARRIVE AT 7400 CORINA DRIVE TO FIND WEBER

BASIN JOB CORPS.

RECOMMENDED BY:

APPROVED:

JOB CORPS CENTER MANAGER DATE

PROGRAM MANAGER

DATE

7/5 /19

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REPAIR EDUCATION BUILDING DECK

UTAH

DAVIS COUNTY

REGION 4, INTERMOUNTAIN REGION FOREST SERVICE

WEBER BASIN JOB CORP CENTER

SOUTH WEBER, UTAH

C

O

R

I

N

A

D

R

I

V

E

DECK REPAIR PLAN

SCALE: 3/32" = 1'-0"

EXISTING DECK

ABOVE

JOIST NOT

SHOWN FOR

CLARITY

SCALE: 3/32" = 1'-0"

5'-4" 10'-8"0 21'-4"

A3.01

132'-10

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

KEY NOTES:

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 5/1

9 1 5:

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R04

REGION 4

REPAIR

EDUCATION

BUILDING DECK

WEBER BASIN JOB

CORPS

DECK REPAIR PLAN

SMHW

SMHW

DOL

A1.01 3 5

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AutoCAD SHX Text EXISTING 4 1/2" DIA STEEL TUBE COLUMNS AND CONNECTION TO REMAIN. PAINT PER SPECS. PAINT 42" METAL GUARDRAIL ABOVE, EXIST. EXISTING 2 X 6 BEARING WALL, SHEATHING AND BRICK VENEER TO REMAIN. PATCH ONE DAMAGED AREA OF BRICK VENEER TO MATCH. APPROXIMATELY 3'X3'. VERIFY LOCATION. SAND OF PEELING STAIN AND PATCH EXISTING GLULAM BEAM. PAINT PER SPECIFICATIONS. WELD PLATE TO EXISTING STEEL COLUMNS. INSTALL CLEVIS AND THREADED ROD FOR LATERAL SUPPORT/ TIEBACK FOR DECKING. SEE DETAIL. 8 CONNECTIONS. SAND AND PREP 2 X 10 DECK JOISTS. 24" OC. PAINT PER SPECIFICATIONS. PROVIDE AND INSTALL STEEL PLATE, WITH FLANGE, THROUGH BOLTED TO WALL. CLEVIS/ ROD SEE DETAIL. PROVIDE AND INSTALL NEW 2 X 10 BLOCKING AT INTERIOR OF BEARING WALL. RE-INSTALL CEILING TILES AFTER BLOCKING AND BOLTING CONNECTION. PROVIDE AND INSTALL SIMPSON SD SCREWS FOR ANY EMPTY JOIST HANGAR NAIL HOLES. ASSUME 30 PERCENT ARE MISSING. EXISTING STAIRS TO REMAIN

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AutoCAD SHX Text EXISTING 4 1/2" DIA STEEL TUBE COLUMNS AND CONNECTION TO REMAIN. PAINT PER SPECS. PAINT 42" METAL GUARDRAIL ABOVE, EXIST. EXISTING 2 X 6 BEARING WALL, SHEATHING AND BRICK VENEER TO REMAIN. PATCH ONE DAMAGED AREA OF BRICK VENEER TO MATCH. APPROXIMATELY 3'X3'. VERIFY LOCATION. SAND OF PEELING STAIN AND PATCH EXISTING GLULAM BEAM. PAINT PER SPECIFICATIONS. WELD PLATE TO EXISTING STEEL COLUMNS. INSTALL CLEVIS AND THREADED ROD FOR LATERAL SUPPORT/ TIEBACK FOR DECKING. SEE DETAIL. 8 CONNECTIONS. SAND AND PREP 2 X 10 DECK JOISTS. 24" OC. PAINT PER SPECIFICATIONS. PROVIDE AND INSTALL STEEL PLATE, WITH FLANGE, THROUGH BOLTED TO WALL. CLEVIS/ ROD SEE DETAIL. PROVIDE AND INSTALL NEW 2 X 10 BLOCKING AT INTERIOR OF BEARING WALL. RE-INSTALL CEILING TILES AFTER BLOCKING AND BOLTING CONNECTION. PROVIDE AND INSTALL SIMPSON SD SCREWS FOR ANY EMPTY JOIST HANGAR NAIL HOLES. ASSUME 30 PERCENT ARE MISSING. EXISTING STAIRS TO REMAIN

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SCALE 1/4" = 1'-0"

BUILDING SECTION

3'-0"

KEY NOTES:

A4.01

A4.01

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 5/1

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R04

INTERMOUNTAIN REGION

REPAIR

EDUCATION

BUILDING

DECK

WEBER BASIN JOB

CORPS

BUILDING SECTION

SMHW

SMHW

DOL

A3.01 4 5

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AutoCAD SHX Text PROVIDE AND INSTALL NEW 6' x 10' AREA OF METAL SOFFIT TO MATCH EXISTING MATERIAL. EXISTING 4 1/2" DIA STEEL TUBE COLUMNS AND CONNECTION TO REMAIN. PAINT PER SPECS. PAINT EXISTING 42" METAL GUARDRAIL. EXISTING 2 X 6 BEARING WALL, SHEATHING AND VENEER TO REMAIN. PATCH ONE DAMAGED AREA OF BRICK VENEER TO MATCH. APPROXIMATELY 3'X3'. EXISTING 24" DEEP WOOD/ STEEL FLOOR JOISTS AND SHEATHING TO REMAIN. SAND OF PEELING STAIN AND PATCH EXISTING GLULAM BEAM. PAINT PER SPECIFICATIONS. PROVIDE AND INSTALL SIMPSON SD SCREWS FOR ANY EMPTY JOIST HANGAR NAIL HOLES. WELD STEEL SECTION TO EXISTING STEEL COLUMN. INSTALL CLEVIS AND THREADED ROD FOR LATERAL SUPPORT/ TIEBACK FOR DECKING. SEE DETAIL. SAND AND PREP 2 X 10 DECK JOISTS. 24" OC. PAINT PER SPECIFICATIONS. PROVIDE AND INSTALL STEEL ANGLES, THROUGH BOLTED TO WALL. CLEVIS/ ROD SEE DETAIL. PROVIDE AND INSTALL NEW 2 EACH 2 X 10 BLOCKING AT INTERIOR OF BEARING WALL. RE-INSTALL CEILING TILES AFTER BLOCKING AND BOLTING. EXISTING FOUNDATION TO REMAIN

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1/4"

A4.01

4"

1/4"

A4.01

KEY NOTES:

1/4"

1/4"

PLAN

VIEW

1/4"

4X4X

4X3X

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

7/2 5/1

9 1 6:

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INTERMOUNTAIN REGION

REPAIR

EDUCATION

BUILDING

DECK

WEBER BASIN JOB

CORPS

DETAILS

SMHW

SMHW

DOL

A4.01 5 5

SCALE 1" = 1'-0"

CONNECTION DETAIL

SCALE 1" = 1'-0"

CONNECTION DETAIL

SCALE 1" = 1'-0"

CONNECTION DETAIL

4A

SCALE 1" = 1'-0"

CONNECTION DETAIL

4B

SCALE 1" = 1'-0"

CONNECTION PLAN

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AutoCAD SHX Text EXISTING 4 1/2" DIA STEEL TUBE COLUMNS AND STEEL SEAT TO REMAIN. PAINT PER SPECS. PAINT EXISTING 42" METAL GUARDRAIL. EXISTING 2 X 6 BEARING WALL, SHEATHING AND BRICK VENEER TO REMAIN. EXISTING 24" DEEP WOOD/ STEEL FLOOR JOISTS AND SHEATHING TO REMAIN. SAND OF PEELING STAIN AND PATCH EXISTING GLULAM BEAM. PAINT PER SPECIFICATIONS. WELD "X3X4 STEEL ANGLE, 8" LONG, 14"X3X4 STEEL ANGLE, 8" LONG, PERPENDICULAR TO EXISTING STEEL COLUMN. INSTALL #2 CLEVIS AND " DIA THREADED STEEL 12" DIA THREADED STEEL ROD FOR LATERAL SUPPORT/ TIEBACK FOR DECKING. TIGHTEN PER MANUFACTURERS RECOMMENDATIONS. SAND AND PREP 2 X 10 DECK JOISTS. 24" OC. PAINT PER SPECIFICATIONS. PROVIDE AND INSTALL WELDED STEEL ANGLES 14"X4X4" AND "X4X3, 8" LONG SECURE WITH 4 14"X4X3, 8" LONG SECURE WITH 4 EACH " THRU BOLTS, 4" X 4" WASHERS TO 2X6 12" THRU BOLTS, 4" X 4" WASHERS TO 2X6 , 4" X 4" WASHERS TO 2X6 WALL. DRILL THROUGH BRICK. #2 CLEVIS AND " 12" DIA ROD TO CONNECT. TIGHTEN PER MANFCT. REQUIREMENTS PROVIDE AND INSTALL (2 EA) NEW 2 X 10's BLOCKING AT INTERIOR OF BEARING WALL. RE-INSTALL CEILING TILES AFTER BLOCKING AND BOLTING. PROVIDE AND INSTALL SIMPSON SD SCREWS FOR ANY EMPTY JOIST HANGAR NAIL HOLES. ASSUME 30 PERCENT ARE MISSING. 2 X REDWOOD DECKING TO REMAIN.

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File details come from the government source that posted it. Updated .