20120718_SpencerBenchCabinSupply.pdf

A 1

US DEPARTMENT OF AGRICULTURE SH. ofFOREST SERVICE - R10 - CHUGACH N.F.

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"x17" PAPER

REGION 10

ENGINEERING & RECREATION

DATE:

DATE:

DATE:

REVISION 1 (July 12) Spencer Bench eeo/rjd

SPENCER BENCH CABIN FLOOR PLAN / SCHEDULES

R10 STANDARD

LCG 12/10

EO/GS/RD 12/10 15X17_SQ_LOG_CABIN_SPENCERBENCH_SupplyOnly.dwg 2 7

FLOOR PLAN

'-4

15'-4"

'-4

3'-0"

1'-7"

3'-0"

15'-4"

1'-7"

R O

O F

LI

N E

ROOF LINE

DECK

'-3

'-9

'-3

'-9

A A

STOVE ON

HEARTH

THREADED ROD ANCHORS AS

INDICATED (TYP.)

@ ALL FOOTINGS

@ 3" FROM WINDOW & DOOR

ROUGH OPENINGS

A 3'-0" x 6'-8" SC DOOR

DOOR SCHEDULEWINDOW SCHEDULE

MARK WIDTH HEIGHT

3'-0"

4'-9" 3'-6"

3'-6"

QTY.

WINDOW TYPE

STRUCTURAL REQUIREMENTS

PICTURE ABOVE

12" SLIDER BELOW

PICTURE ABOVE

12" SLIDER BELOW

'-0

R O

O F

LI

N E

BY OTHERSBY OTHERS

BY OTHERS

BY OTHERS

BY OTHERS

3 4'-9" 3'-6"1 SINGLE CASEMENT +

PICTURE

SIZE SPECIES & GRADE / COMBINATIONMEMBER

ROOF DECKING 3x6 T&G AC Select Structural

RIDGE BEAM AC/AC 20F-V1363

4 x 191

2 GLB

WALL LOGS AC #1. 4" log thickness shall be full dimension.4x6 or 6x6 T&G

FLOOR JOISTS AC #1 or DF-L #22x12

DECK JOISTS 2x6 AC #1 or DF-L #2

RIM BEAM 51

8 x 12 GLB AC/AC 20F-V13 or DF/DF 20F-V7

DECK BEAM 4x10 AC #1 or DF-L #2

ROOF SHEATHING C-D Exposure 1, CDX Plywood (Structural 1)

FLOORING Simpson Skidguard HDO Plywood

SUB FLOORING HDO Plywood, Preservative Treated

DF GLULAM AND DOUG FIR-LARCH REQUIRE PERSERVATIVE TREATMENT. SEE

SPEC. 06059.

LOGS TO BE FABRICATED AND SHIPPED FULL LENGTH. NO SPLICES ARE

ALLOWED WITHOUT DESIGNER OF RECORD AND REGIONAL OFFICE APPROVAL.

GROUND SNOW LOADING 250 PSF

DESIGN PARAMETERS

DESIGN WIND SPEED 120 MPH (3-sec gust), EXP CAT "C"

SEISMIC CRITERIA 35% OF SEISMIC WEIGHT

(INCL. 20% ROOF SNOW LOAD)

CASEMENT TO MEET "EMERGENCY ESCAPE

AND RESCUE" REQUIREMENTS IN IBC.

5'-0"

ROOF AND DECK LINE

'-1

'-0

US DEPARTMENT OF AGRICULTURE SH. ofFOREST SERVICE - R10 - CHUGACH N.F.

DESIGNED: DATE:

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"x17" PAPER

REGION 10

ENGINEERING & RECREATION

DATE:

DATE:

DATE:

REVISION 1(July 12) Spencer Bench eeo/rjd SPENCER BENCH CABIN ELEVATIONS

R10 STANDARD

LCG 12/10

EO/GS/RD 12/10 15X17_SQ_LOG_CABIN_SPENCERBENCH_SupplyOnly.dwg 3 7

R3 '-6

5'-0"7 '-0

M

IN

2'-0"

OVERHANG

MIN.

2'-0"

TYP.

4 x 12 RAKE

FASCIA TYP.

RIGHT ELEVATION

FRONT ELEVATIONREAR ELEVATION

LEFT ELEVATION

8" Ø THREADED ROD

ANCHORS AT CABIN

FTGS AND WINDOW &

DOOR OPENINGS

BF-28 CABIN FTG BEYOND

BF-20 DECK FTG

BY OTHERS

DECK FTG. BY OTHERS

CABIN FTG (BEYOND)

BY OTHERS

DECK AND CABIN FOOTINGS,

INCLUDING BIG FOOT FORMS

AND REBAR, BY OTHERS

4 x 4 CEDAR DOOR AND

WINDOW TRIM. OVERHANG

ENDS 1" AS SHOWN.

6"

TYP.

PROVIDE

OVERHANG

CUT TO ARC AS

SHOWN

(m in

4 x 6 EAVE

FASCIA TYP.

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"x17" PAPER

REGION 10

ENGINEERING & RECREATION

DATE:

DATE:

DATE:

REVISION 1(July 12) Spencer Bench eeo/rjd SPENCER BENCH CABIN LOG FASTENER DETAILS

R10 STANDARD

LCG 12/10

EO/GS/RD 12/10 15X17_SQ_LOG_CABIN_SPENCERBENCH_SupplyOnly.dwg 4 7

FRONT ELEVATION

REAR ELEVATION

LEFT ELEVATION

2'-3"

1'-7" 1'-7"

"3

1 2

8"

4"

PROVIDE A MINIMUM OF

THREE (3) SOLID LOG

COURSES ABOVE WINDOWS

AND DOOR (TYP)

INSTALL 14 LOG

SCREWS PER

COURSE

INSTALL 10 LOG

SCREWS PER

COURSE

FRONT WALL SEE NOTES

LATERAL FASTENER NOTES

1. THE INTENT OF THE SPACING REQUIREMENTS IS TO INSTALL

FASTENERS IN THE SOLID AREA OF EACH LOG COURSE. 5

8"

ANCHOR ROD AND LOG HOG LH0G-011 HEAVY DUTY LOG

SCREWS ARE BOTH CONSIDERED FASTENERS.

17 each ACROSS FRONT WALL 14 each ACROSS BACK WALL and SIDE WALLS

2. INSTALL 2 ADDITIONAL LOG SCREWS PER COURSE UNDER

WINDOW OPENINGS.

3. INSTALL LOG SCREWS AT EVEN INTERVALS ACROSS THE LOG

COURSE.

4. LOCATE LOG SCREWS 3 INCHES (min) FROM THE LOG ENDS.

5. STAGGER LOG SCREWS 23

4 INCHES (min) FROM LOG SCREWS IN

LOG COURSES ABOVE AND BELOW.

LATERAL FASTENER MINIMUM SPACING

UNLESS OTHERWISE NOTED

(LOG HOG LHOG 011 + ANCHOR RODS)

BACK WALL 14" O.C.

SIDE WALLS 12" O.C.

INSTALL 4 LOG SCREWS

PER COURSE BETWEEN

WINDOW AND FRONT WALL

INSTALL 10 LOG

SCREWS PER

COURSE TO WINDOW

INSTALL 7 LOG

SCREWS PER

COURSE TO WINDOW

RIGHT ELEVATION SIMILAR

INSTALL 9 LOG SCREWS

PER COURSE FROM

DOOR TO LEFT WALL

INSTALL 7 LOG SCREWS

PER COURSE FROM

DOOR TO LEFT WALL

INSTALL LOG SCREWS IN GABLE END AS

SHOWN. SPACE LOG SCREWS EVENLY

ACROSS LOG COURSE. SEE NOTES.

LOG DETAIL

INSTALL 2 LOG SCREWS PER

COURSE UNDER WINDOW

OPENINGS (TYP)

INSTALL 2 LOG SCREWS

PER COURSE BETWEEN

WINDOW AND WALL AND

BETWEEN WINDOW AND

DOOR.

INSTALL 4 LOG SCREWS

PER COURSE BETWEEN

WINDOW AND WALL AND

BETWEEN WINDOW AND

DOOR.

PROVIDE 3 CONTINUOUS 3/8" BEADS OF

WOOD ADHESIVE ALONG EACH LOG COURSE.

REMOVE EXCESS GLUE FROM WALL JOINT.

GLB HOLD DOWNS NOT

SHOWN FOR CLARITY

INSTALL 2 LOG SCREWS

PER COURSE UNDER

WINDOW OPENINGS (TYP)

32 CDX PLYWOOD

3x6 T&G DECKING

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"x17" PAPER

REGION 10

ENGINEERING & RECREATION

DATE:

DATE:

DATE:

REVISION 1(July 12) Spencer Bench eeo/rjd

SPENCER BENCH CABIN SECTION / ROOF FRAMING

R10 STANDARD

LARSEN 11/10

EO/GS/RD 11/10 15X17_SQ_LOG_CABIN_SPENCERBENCH_SupplyOnly.dwg 5 7

WALL BELOW

W A

LL

B

EL

O W

W A

LL B

ELO

W

WALL BELOW

SIMPSON

OHU46 TYP.

AYC 4x6 TYP.

3x6 T&G DECKING

32" CDX PLYWOOD

5/4 x12 RAKE FASCIA

5/4 x12 RAKE FASCIA

GL RIDGE BEAMA

A

SIMPSON

A35 TYP.

CHIMNEY OPENING BY OTHERS.

MAINTAIN 6" CLEARANCE BETWEEN "ALL

FUEL FACTORY BUILT CLASS A" CHIMNEY

AND VERTICAL TIMBER SURFACES.

2x12 FLOOR JOISTS, @ 16" O.C.

4 x 191

2 GL

RIDGE BEAM

Fastenmaster LedgerLok

FMLL005 0.228X5" SCREWS W/ WASHER

(1) PER DECK BOARD @ RIDGE BEAM

AND (1) PER BOARD @ WALL

METAL ROOFING

30# ROOFING FELT

32" CDX STRUCTURAL 1 PLYWOOD

3x6 T&G DECKING. PROVIDE

FULL LENGTH PIECES.

CHIMNEY PENETRATION WILL

BE CUT BY OTHERS.

2'-0"

Fastenmaster LedgerLok

FMLL005 0.228X5" SCREWS W/ WASHER

@12" O.C. DECKING TO GABLE END WALLS

TYP. FRONT AND REAR

4" PLYWOOD SUBFLOOR

SECTION A-AA

ROOF FRAMING

'-1

1 4

V

ER

IF

Y

2" SKIDGUARD HDO PLYWOOD FLOOR

CONTINUOUS 51

8 x 12 GLB RIM TYP.

4" MIN. - 6" MAX.

WALL THICKNESS

SIMPSON H8 HURRICANE TIE

2 PER WALL END, ON INSIDE. COVER

WITH AYC TRIM.

NAIL w/ 8d @ 6" O.C. BNDY 8d @ 6" O.C. EDGES 8d @ 12" O.C. FIELD

NAIL w/ 8d @ 6" O.C. BNDY 8d @ 6" O.C. EDGES 8d @ 12" O.C. FIELD

INSTALL LIGHT

GAGE METAL

FLASHING WITH

DRIP EDGE OVER

EXPOSED PLYWOOD

SUBFLOOR EDGE

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"x17" PAPER

REGION 10

ENGINEERING & RECREATION

DATE:

DATE:

DATE:

REVISION 1(July 12) Spencer Bench eeo/rjd SPENCER BENCH CABIN FOUNDATION & FLOOR FRAMING

R10 STANDARD

LCG 12/10

EO/GS/RD 12/10 15X17_SQ_LOG_CABIN_SPENCERBENCH_SupplyOnly.dwg 6 7

FOUNDATION

BIGFOOT BF20 FTG

w/ 8" SONOTUBE PIER

TYP ALL DECK FTGS

EQ. EQ. EQ.

15'-4"

212"

FLOOR & DECK FRAMING PLAN

2x6 TREX DECKING

BY OTHERS

X1

FL

R

JS

TS

" O .C

C

A

B

SIMPSON CCO 51

FOR FTG TO GLULAM

CONNECTION. TYP ALL

CABIN FTGS EXCEPT

CORNERS

SIMPSON ECCLO 51

4, W3=51

4, H2=8, FOR FTG TO GLULAM CONNECTION. TYP

ALL CABIN CORNERS. ORDER 2 RIGHT

AND 2 LEFT. 3'-8" 5'-0"

'-0

2x6 DECK JSTS @16" O.C.

4" PLYWD SUBFLOOR

NAIL w/ 8d 6" O.C. EDGES 8d 12" O.C. FIELD

8 x12 GLB

8 x12 GLB x

G

LB

x

G

LB

4x10 BEAM

5'-11"5'-11"

BIGFOOT BF28 FTG

w/ 10" SONOTUBE PIER

TYP ALL CABIN FTGS

'-4

'-9

'-9

℄ FTG

FT

G

SIMPSON EPB44PHDG FOR

FTG TO BEAM CONNECTION.

TYP ALL DECK FTGS

TYP. FTG ℄ TO

BEAM EDGE

D

INSIDE DIM.

IN

S

ID

E D

IM

DECK AND CABIN FOOTINGS,

INCLUDING REBAR, BY OTHERS.

CONTRACTOR IS RESPONSIBLE FOR

SUPPLY OF SIMPSON CONNECTORS.

DOUBLE 2x6 DECK JSTS. @ END w/

SIMPSON HUC26-2

EA. END 15'-6"

FT

G

℄ FTG

℄ FTG

DATE:DRAWN:

REVIEWED: DATE:

DATE: REVISION: BY:

PLOT ON 11"x17" PAPER

REGION 10

ENGINEERING & RECREATION

DATE:

DATE:

DATE:

REVISION 1(July 12) Spencer Bench eeo/rjd SPENCER BENCH CABIN FOUNDATION DETAILS

R10 STANDARD

LCG 12/10

EO/GS/RD 12/10 15X17_SQ_LOG_CABIN_SPENCERBENCH_SupplyOnly.dwg 7 7

E-7

" T

YP

E-7E-7E-7

BIGFOOT BF20 FOOTINGA

AT DECK BEAM (TYPICAL)

BIGFOOT BF28 FOOTING

AT EXTERIOR WALL (TYPICAL)

BIGFOOT BF28 FOOTING

BIGFOOT BF20

w/ 8" Ø SONOTUBE PIER w/ SIMPSON

EPB44PHDG TYP.

BY OTHERS(2) #5 TYP.

BY OTHERS

4x10

BEAM

2x6 DECK JOISTS @ 16" O.C.

LU26 HANGER TYP.

2x6 TREX DECKING

BY OTHERS

C

C

SIMPSON CCO 5-14 x 6

DRILL 34" Ø HOLE AT

BOTTOM FOR 58" Ø ROD

(TYPICAL)

BIGFOOT BF28

w/ 10" Ø SONOTUBE PIER w/ (4) #5 w/ 6" HOOKS

BY OTHERS

#3 SPIRAL TIE(S)

@ 8" PITCH TYP.

BY OTHERS

8" Ø THREADED ROD

EPOXY EMBED 6" TYP.

USE HILTI HYT-150 EPOXY

5 18 x12 GLULAM DRILL THRU GLULAM PROVIDE 14"x3"x3" PLATE

WASHER W/ HEX NUT

2x12 FLOOR

JOISTS @ 16" O.C.

SIMPSON LU210

HANGERS TYP.

BF28 FOOTING

(4) #5 W/ 6" HOOKS

@ BOTTOM

#3 SPIRAL TIE

@ 8" PITCH TYP.

EXTEND 58" Ø ROD

TO TOP OF THIRD LOG TYP.

COUNTERSINK FOR FLUSH FIT

OF NEXT COURSE

SEE SHT 2 FOR

LOCATION OF

WALL ANCHORS

4"x4" (MIN.)

LIGHT GAGE METAL

FLASHING w/ DRIP EDGE

912"

514"

PLANSIDE ELEVATIONEND ELEVATION

912"

114"

514" 6"

DOOR

B

C

BIGFOOT BF28 FOOTINGD

AT CABIN CORNER (TYPICAL)7 SIMPSON ECCLO DETAIL

SIMPSON EECLO 51

4, H2=8

DRILL 34" Ø HOLE AT

BOTTOM FOR 58" Ø ROD

(TYPICAL)

DECK AND CABIN FOOTINGS,

INCLUDING REBAR, BY OTHERS.

CONTRACTOR IS RESPONSIBLE

FOR SUPPLY OF SIMPSON

CONNECTORS AND 58" ROD &

HARDWARE FOR WALL ANCHORS.

3"

BIGFOOT BF28 PLAN VIEWE-7

AT EXTERIOR WALL (TYPICAL)