shakeshotspringplans9-2-14A01.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 MAINTENANCE

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 8/3/14

MRC 8/25/14

DLM 8/27/14

9/2/14 DLM COMMENTS MRC

acad.DWG 1 8

FRAMING PLANS

COVER SHEET

FOUNDATION REPAIR DETAIL05

INDOOR TUB ELEVATIONS06

GENERAL NOTES

INDOOR TUB 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.

08 OUTDOOR TUB ELEVATIONS SKETCH

Amendment 01

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 8/3/14

MRC 8/3/14

DLM 8/27/14

9/2/14 DLM COMMENTS MRC

2 8

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.

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 5500 LBS, 80LB AND

60LB 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

MRC 8/3/14

KF. RICHTER 1981

DLM 8/27/14

8/27/14 DLM COMMENTS MRC

ACAD.DWG

3 8

NOTES:

1. MAP IS FOR REFERENCE ONLY. ONLY INDOOR TUB & CHANGING ROOM STRUCTURE

AND OUTDOOR CHANGING ROOM STRUCTURE TO BE WORKED.

2. TENT PLATFORMS DO NOT EXIST.

3. SCALES ARE NOT ACCURATE

NOT IN CONTRACT

OUTDOOR TUB

CHANGING ROOM

STRUCTURE: ROOF

WORK

INDOOR TUB AND INDOOR

TUB CHANGING ROOM

STRUCTURE: ROOF AND

FOUNDATION WORK

EXISTING CEDAR COLUMNS

UNDER HOT TUB

STRUCTURE TYP., REPAIR

FOUNDATION PER SHEET 5.

14'-6 1/4"

'-5

3'-6"

'-1

/2

1'-6" 6'-0"

MAXIMUM SPANTYP.

SIMPSON PC44

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 8

UPPER DECK FRAMING PLAN

A

SCALE IN FEET

2 0 2 4

TYPICAL SECTION A-3, EXISTING FOUNDATION

FOR REFERENCE ONLY NOT IN CONTRACT

NOTES:

1. REPAIR CEDAR POST COLUMNS UNDER HOT TUB STRUCTURE

PER SHEET 5. DO NOT REPAIR POSTS UNDER CHANGING

ROOM. TOTAL NUMBER OF COLUMNS FOR FOUNDATION

REPAIR: 8.

2. EXISTING TREATED WOOD 4X4 POSTS AND ASSOCIATED

FOUNDATION IN SECTION A-3 AND FRAMING PLANS ARE

SHOWN FOR REFERENCE ONLY.

3. SUPPORT BUILDING DURING FOUNDATION WORK TO AVOID

STRUCTURE MOVEMENT.

4. ALLOW CONCRETE TO CURE 14 DAYS BEFORE ALLOWING

STRUCTURAL LOAD.

5. EXISTING FOOTINGS UNDER CEDAR POSTS ARE

APPROXIMATELY 19" X 19" SQUARE

SAME POST, REPAIR

PER SHEET 5

SAME POST, REPAIR PER SHEET 5

REPAIR PER SHEET 5

REPAIR PER SHEET 5

EXISTING CONCRETE LANDING

EXISTING CONCRETE LANDING

STAIRS

CHANGING ROOM POSTS

DO NOT NEED REPAIR

9"

9"

5" TAILS TYPICAL

#3 REBAR HOOP TYPICAL

DIMENSIONS. REBAR SHEARS AND

BENDING TOOL FURNISHED BY

GOVERNMENT PER SHEET 2.

#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. NO DEBRIS OR LOOSE MATERIAL.

2 -#3 REBAR HOOPS

AT TOP AND BOTTOM,

1-#3 REBAR HOOP AT

CENTER

INSTALL 16" DIAM. CONCRETE

PILLAR 18" TALL. ALLOW

CONCRETE 14 DAYS CURE

BEFORE STRUCTURE LOAD.

#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,

APPROXIMATELY 19" X

19" NOT TO SCALE

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

AT LEAST 2" CONCRETE

COVER FOR LOOPS.

CORNER VERTICAL REBAR

MAY SIT ON EXISTING

CONCRETE

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 8/25/14

MRC 8/7/14

DLM 8/27/14

9/2/14 DLM COMMENTS MRC

ACAD.DWG

5 8

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 INDOOR TUB ELEVATIONS

WRANGELL RANGER DISTRICT

MRC 8/3/14

K.F. RICHTER 1981

DLM 8/27/14

9/2/14 DLM COMMENTS MRC

ACAD.DWG

6 8

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

ROOFING NOTES:

1. APPROXIMATE TOTAL ROOF AREA TO BE WORKED AT INDOOR TUB AND CHANGING

ROOM STRUCTURE: 800 SF.

2. ROOF PITCH 8:12

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

UNDERLAYMENT, SHAKES, AND FLASHING. REPLACE WITH NEW DECKING,

UNDERLAYMENT, SHAKES, AND FLASHING.

4. NEW ROOFS TO EXTEND TO EDGE OF RAFTERS.

REPLACE ALL ROOFS

EXTEND NEW ROOFS TO EDGE

OF EXISTING RAFTERS,

APPROXIMATELY 6"

INDOOR TUB STRUCTURE

INDOOR TUB CHANGING ROOM

TYP. CEDAR POST COLUMN

FOR FOUNDATION REPAIR,

SEE SHEETS 4 & 5.

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE INDOOR TUB ELEVATIONS

WRANGELL RANGER DISTRICT

MRC 8/3/14

KF RICHTER 1981

DLM 8/27/14

9/2/14 DLM COMMENTS MRC

ACAD.DWG

7 8

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

ROOF PITCH 8:12

.INDOOR HOT TUB CHANGING ROOM

CEDAR POST TYP.

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"X17" PAPER

TONGASS

ENGINEERING & RECREATION TNFTYP:09/04

CHIEF SHAKES HOT SPRINGS MAINTENANCE OUTDOOR TUB ELEVATION SKETCHES

WRANGELL RANGER DISTRICT

MRC 8/3/14

MRC 8/26/14

DLM 8/27/14

9/2/14 DLM COMMENTS MRC

ACAD.DWG

8 8

SOUTH ELEVATION SKETCH EAST ELEVATION SKETCH

ROOF PITCH 4:12

REPLACE ROOF

NOTES:

1. APPROXIMATE ROOF AREA TO BE WORKED AT OUTDOOR TUB CHANGING ROOM: 150 SF.

2. ELEVATION SKETCHES ARE ROUGH REPRESENTATIONS OF SHED ROOF CHANGING ROOM AT

OUTDOOR TUB AND NOT TO SCALE.

3. REMOVE AND APPROPRIATE DISPOSE EXISTING ROOF COMPONENTS: DECKING, UNDERLAYMENT, SHAKES, AND FLASHING. REPLACE WITH NEW DECKING, UNDERLAYMENT, SHAKES, AND FLASHING.

OUTDOOR TUB CHANGING ROOM SHED ROOF SKETCH