PLANS.pdf

N O R T H

VICINITY MAP

PROJECT LOCATION

132°136°138°140°142° 134°

JUNEAU

Craig

132°

KEY MAP

GULF OF ALASKA

56°

58° Sitka

138°

60°

Yakutat

ALAS

KA

142°

62°

C

AN

AD

A

140°

Skagway

136° 134°

56°

54°

Ketchikan

Wrangell

Petersburg

60°

58°

130° 128°

CHIEF SHAKES

HOT SPRINGS RESTORATION

INDEX TO SHEETS

NO. DESCRIPTION

SITE OVERVIEW

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE COVER SHEET

WRANGELL RANGER DISTRICT

MRC 7/8/14

acad.DWG 1 7

FRAMING PLANS

COVER SHEET

FOUNDATION REPAIR DETAIL05

ROOF REPAIR NOTES AND ELEVATIONS06

GENERAL NOTES

ELEVATIONS07

CHIEF SHAKES HOT SPRINGS

THIS PROJECT IS LOCATED IN THE

STIKINE-LECONTE WILDERNESS WHICH

PROHIBITS THE USE OR POSSESSION OF

MOTORIZED TOOLS OR EQUIPMENT,

INCLUDING BATTERY POWERED TOOLS, WITH

THE EXCEPTION OF MOTORIZED BOATS.

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE GENERAL NOTES

WRANGELL RANGER DISTRICT

AM, MRC

MRC 8/3/14

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

2 7

NOTES:

1. GOVERNMENT WILL FURNISH THE FOLLOWING MATERIAL AT WRANGELL. EXCESS UNUSED MATERIAL

WILL BE RETURNED TO GOVERNMENT AT WRANGELL RANGER DISTRICT (525 BENNETT STREET,

WRANGELL, AK) AT END OF CONTRACT. TOOLS WILL BE RETURNED TO GOVERNMENT.

2. GOVERNMENT DOES NOT GUARANTEE QUANTITY OF MATERIALS FURNISHED WILL BE SUFFICIENT TO COMPLETE CONTRACT. CONTRACTOR SHOULD DEVELOP INDEPENDENT ESTIMATE OF MATERIALS

TO DETERMINE QUANTITIES REQUIRED.

GOVERNMENT FURNISHED MATERIAL

# DESCRIPTION NOTES QUANTITY

1 ROOF DECKING

2"X6"X18'

CEDAR, T&G, TIGHT KNOT, S4S, BEVELED

EDGES

90 BOARDS

2 ROOF DECKING

2"X6"X14'

CEDAR, T&G, TIGHT KNOT, S4S, BEVELED

EDGES

60 BOARDS

3 ROOF SHAKES 24"X3

4" HAND SPLIT HEAVIES 1100 SF COVERAGE,

50 BUNDLES

4 CEDAR ROOF

UNDERLAYMENT

ASPHALT SATURATED ORGANIC FELT NO.

30 ASTM D 226 (TYPE30) 36" WIDE

300 LINEAR FEET

5 CEDAR ROOF

UNDERLAYMENT

ASPHALT SATURATED ORGANIC FELT NO.

30 ASTM D 226 (TYPE 30) 18" WIDE

1500 LINEAR FEET

6 GALVANISHED

STEEL FLASHING

12" WIDE X 0.010" THICKNESS 300 LINEAR FEET

7 STAINLESS STEEL

STRAPPING FOR

WOOD POST

3/4" WIDE X 0.03 THICKNESS, TYPE 201,

STAINLESS STEEL

400 LINEAR FEET

8 SEALS FOR

STAINLESS STEEL

STRAPPING

3/4" WIDE 200 PIECES

9 STRAPPING

TENSION TOOL

10 NAILS FOR SHAKES 6D 2" HOT DIP GALVANIZED 50 LBS

11 NAILS FOR DECKING 20D 4" HOT DIP GALVANIZED 100 LBS

12 STAPES FOR FELT STAINLESS STEEL STAPLES AND STAPLE

GUN

6000 STAPLES

13 SONOTUBE

CONCRETE FORM

16" DIAM. X 4' TUBES 8 TUBES

14 #4 REBAR 100 LINEAR FEET

15 #3 REBAR 360 LINEAR FEET

16 REBAR TIE WIRE 16 GAUGE 4LB ROLL 4 ROLLS

17 REBAR SHEARS 1

18 REBAR BENDER 1

19 PORTLAND

CONCRETE MIX

QUIKCRETE 5000 CONCRETE MIX, 60LB

SACKS

90 SACKS

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE SITE OVERVIEW

WRANGELL RANGER DISTRICT

KF. RICHTER 1981 XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

3 7

NOTES:

1. NOT IN CONTRACT FOR REFERENCE ONLY

2. SCALES ARE NOT ACCURATE

NOT IN CONTRACT

EXIST. CEDAR COLUMNS

TYP., REPAIR FOUNDATION

PER SHEET 5.

EXIST. CONC. LANDING

14'-6 1/4"

'-5

3'-6"

'-1

/2

EXIST. CONC. LANDING

STAIRS

1'-6" 6'-0"

MAXIMUM SPANTYP.

SIMPSON PC44

TYP. EXISTING SIMPSON

EPB44 W/ EPOXY IN

PRE-CAST CONC. BLOCK

OR EQUIVALENT, SET ON

FIRM GRANULAR MATERIAL

4X4 POST

4X6 BEAM

V A R

IE

S

" T O

SCALE IN FEET

4 0 4 8

LOWER DECK FRAMING PLAN

A

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE FRAMING PLANS

WRANGELL RANGER DISTRICT

A. ETTER 07/05

MRC 8/3/14

ACAD.DWG

4 7

UPPER DECK FRAMING PLAN

A

SCALE IN FEET

2 0 2 4

TYPICAL SECTION A-3, EXISTING FOUNDATION

NOTES:

1. TOTAL NUMBER OF COLUMNS FOR FOUNDATION REPAIR: 8

2. SUPPORT BUILDING DURING FOUNDATION WORK TO AVOID

STRUCTURE MOVEMENT.

3. ALLOW CONCRETE TO CURE FOR AT LEAST 14 DAYS BEFORE

ALLOWING STRUCTURAL LOAD.

9"

9"

5" TAILS TYPICAL

#3 REBAR HOOP TYPICAL

DIMENSIONS

EQUIVALENT 9" DIAM. CIRCULAR

REBAR HOOPS ACCEPTABLE

#3 REBAR HOOP

ALTERNATE SPLICE

LOCATIONS

#4 X 18" REBAR

CENTER IN PILLAR

16" DIAM.

TOP VIEW

SIDE VIEW

EXISTING CONCRETE FOUNDATION.

CLEAN AND PREPARE SURFACE

FOR NEW CONCRETE INTERFACE

2 -#3 REBAR HOOPS

AT TOP AND BOTTOM,

1-#3 REBAR HOOP AT

CENTER

INSTALL 16" DIAM.

CONCRETE PILLAR 18" TALL

#4 X 18" REBAR HALF

IN CONCRETE

AT LEAST 2"

CONCRETE COVER

4- #4 REBAR

VERTICAL EACH

CORNER

EXISTING STEEL PIN IN EXISTING

CONCRETE PAD. CLEAN AND

PREPARE FOR NEW CONCRETE

AT LEAST 2"

CONCRETE COVER

EXISTING GROUND

EXISTING

CONCRETE

FOUNDATION.

EXISTING GROUND

CUT OFF 18" FROM EXISTING CEDAR

POST AND INSTALL REPLACEMENT 16"

DIAM. CONCRETE PILLAR SEE DETAIL.

APPROPRIATELY DISPOSE OF CEDAR

POST WASTE.

INSTALL TWO 34" WIDE STAINLESS

TENSIONED STEEL BANDS @ 2"

AND 8" ABOVE CONCRETE.

EXISTING BUILDING

REBAR LOOPS

18"

#4 STEEL REBAR IN

CENTER OF TIMBER POST

ENSURE EXISTING STRUCTURE

DOES NOT SETTLE OR MOVE

DURING WORK

USDA FOREST SERVICE - TONGASS NATIONAL FOREST SH. ofR-10 -

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE FOUNDATION REPAIR DETAIL

WRANGELL RANGER DISTRICT

AM, MRC 8/7/14

MRC 8/7/14

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

5 7

CONCRETE PILLAR DETAIL FOUJNDATION REPAIR DETAIL

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE ROOF NOTES AND ELEVATIONS

WRANGELL RANGER DISTRICT

X. XXXXXXX XX/XX/XX

X. XXXXXXX XX/XX/XX

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

6 7

SOUTH ELEVATION 1" = 4' WEST ELEVATION 1" = 4'

ROOFING NOTES:

1. APPROXIMATE TOTAL ROOF AREA TO BE WORKED: 840 SF.

2. ROOF PITCH 8:12

3. REMOVE, APPROPRIATE DISPOSE EXISTING ROOF COMPONENTS: DECKING,

UNDERLAYMENT, SHAKES, FLASHING. REPLACE WITH NEW.

4. ADDITIONAL MATERIAL NOT FURNISHED BY GOVERNMENT MUST BE EQUIVALENT TO

GOVERNMENT FURNISHED MATERIAL LISTED ON SHEET 2.

5. GOVERNMENT IS NOT LIABLE FOR ACCURACY OF ESTIMATED OR APPROXIMATED

QUANITITES.

REPLACE ALL ROOFS

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE ELEVATIONS

WRANGELL RANGER DISTRICT

X. XXXXXXX XX/XX/XX

X. XXXXXXX XX/XX/XX

X. XXXXXXXXXX XX/XX/XX

XX/XX/XX XXXXXXXXXX X. XXXXXX

XX/XX/XX XXXXXXXXXXXXX X.XXXXXX

XX/XX/XX XXXXXXXXXXXXX X. XXXXXX

ACAD.DWG

7 7

EAST ELEVATION 1" = 4' NORTH ELEVATION 1" = 4'

ROOF PITCH 8:12