Standard idiq_spec_dwgs.pdf

WHEN RISE IS GREATER THAN 30",

PICKETS IN RAILING TO BE SPACED TO

NOT ALLOW MORE THAN 4" BETWEEN

EACH PICKET.

5'

1'

1'

4" DIA LODGE POLE RAILING TO MATCH LOG WALLS.

SPIKE CONNECTIONS AS NECESSARY, SCRIBE POSTS AND INTERMEDIATE RAILS.

STAIN TO MATCH BUILDING.

3" "LIP" ON RAMP.

SIMPSON PBV6 WITH 20" OF 3/4" ALL THREAD.

GRADE AWAY FROM BUILDING 1/4"/ FT FOR 10 FT.

RAISE GRADE TO MEET EXISTING GRADE- SITE VERIFY

BODY OF RAMP AT AT 1:12 PITCH

5' X 5'X 4" CONCRETE SLAB

1 1/2" DIA PIPE RAIL

RETURN FOR HANDRAIL

4" THICK GRAVEL

1' RISE FOR EVERY 12' RUN

PATHWAY

BRIDGE BETWEEN RAMP AND BUILDING.

FIN. GRD.

#4 BARS @ 18" O.C., BOTH DIRECTIONS

COMPACTED FILL

4'-6"

3 1/2"

3'-0"

VARIES

2'-10"

1'-6 1/2"

UNDISTURBED EARTH

TREATED 4 X 4 DOUG FIR , SPIKED INTO

SIMPSON PBV6 WITH 20" OF 3/4" ALL THREAD.

1 1/2" STEEL PIPE RAILING AND BRACKETS.

CONNECT TO EACH POST.

4" DIA LODGE POLE RAILING STAINED TO MATCH LOG WALLS.

SPIKE CONNECTIONS AS RECOMMENDED BY MANUFACTURER

SCRIBE POSTS AND INTERMEDIATE RAILS.

4 3/4"

A

1 3/4 x 11 7/8" LSL RIM JOIST AND INTERMEDIATE SECURE RIM W/ (2) 5/8" A.B. @ 32"o.c.

W/ 6" MIN EMBEDMENT

RAILING LOG TO FORM TOE KICK

2 X 6 TREATED DECKING WITH 1/8" GAPS.

18"

2 X 6 TREATED EDGING.

10" WIDE CONCRETE FOUNDATION WALL, AT

LEAST 36" BELOW GRADE ON UNDISTURBED EARTH

COMPACTED GRAVEL

5'

6'

A

4'-6"

12'

GENERAL NOTES:

1. CONTRACTOR RESPONSIBLE FOR ALL MEASUREMENTS.

THE PROVIDED PLAN MEASUREMENTS ARE NOT EXACT.

2. CONCRETE SHALL BE A MINIMUM 3500 PSI, REFER TO

SPECIFICATION SECTION 033000 CAST-IN-PLACE CONCRETE.

RAMP ELEVATION

NOT TO SCALE

RAMP FLOOR FRAMING

NOT TO SCALE

RAMP SECTION

NOT TO SCALE

KEYED NOTES:

TREATED 2 X 6 DOUG FIR #2 JOISTS, 12" OC TO

FRAME WALKWAY.

2 EA TREATED 2 X 6 DOUG FIR #2 JOISTS, WITH 4

EACH 58" LAG BOLTS INTO EXISTING LOG BUILDING.

INSTALL ICE AND WATER SHIELD AT RIM JOIST TO

PROTECT WOOD AT RAMP INTERSECTION. DECK

AND INTERIOR FLOOR SHALL NOT BE SEPARATED

BY MORE THAN 14" IN ELEVATION DIFFERENCE.

2 X 6 TREATED DECKING WITH 18" GAP, DECK

SCREWS TO JOISTS.

2 EACH 2 X 6 PIECES AT EDGE TO FORM CURB

EXAMPLE OF RAMP

NOT TO SCALE

EXAMPLE OF RAMP

WITHOUT CONCRETE FOUNDATION

NOT TO SCALE

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DOOR HARDWARE SCHEDULE

HARDWARE

GROUP

QUANTITY ITEM & MODEL NUMBER MANUFACTURER*

1 3 EA.

HINGES - 4 1/2" SOLID BRASS BALL BEARING DOOR HINGE WITH

BUTTON TIPS, OIL RUBBED BRONZE HOAH

1 EA.

LATCHSET - PLYMOTH KEYPAD ENTRY WITH FLEX LOCK, MODEL

# FE595 PLY 613 FLA, OIL RUBBED BRONZE SCHLAGE

1 EA.

THRESHOLD - 8 1/8", ACCESSIBLE, W THERMAL BREAK #

254X4DFG, DARK BRONZE PEMKO

1 EA. DOOR SHOE- W/VINYL SEAL INSERT, #217 AV PEMKO

1 EA. WEATHERSTRIP- S88D, PRESSURE SENSITIVE SILICON GASKET PEMKO

1 EA. HIGH DOME DOOR STOP, OIL RUBBED BRONZE HOAH

2 3 EA.

HINGES - 4 1/2" SOLID BRASS BALL BEARING DOOR HINGE WITH

BUTTON TIPS, OIL RUBBED BRONZE HOAH

1 EA.

GRANDEUR "FITH AVENUE" ENTRY SET WITH PORTOFINO

LEVERS HOAH

1 EA.

THRESHOLD - 8 1/8", ACCESSIBLE, W THERMAL BREAK #

254X4DFG, DARK BRONZE PEMKO

1 EA. DOOR SHOE- W/VINYL SEAL INSERT, #217 AV PEMKO

1 EA. WEATHERSTRIP- S88D, PRESSURE SENSITIVE SILICON GASKET PEMKO

1 EA. HIGH DOME DOOR STOP, OIL RUBBED BRONZE HOAH

3 3 EA.

HINGES - 4 1/2" SOLID BRASS BALL BEARING DOOR HINGE WITH

BUTTON TIPS, OIL-RUBBED BRONZE HOAH

1 EA.

LATCHSET - GRANDEUR GEORGETOWN RESETTE DOOR SET WITH

PORTOFINO LEVERS, OIL-RUBBED BRONZE HOAH

1 EA. HIGH DOME DOOR STOP, OIL RUBBED BRONZE HOAH

4 3 EA.

HINGES - PLAIN BRASS SCREEN DOOR HINGE WITH CONE AND

BALL FINIALS IN OIL-RUBBED BRONZE HOAH

1 EA.

6" TRADITIONAL STYLE SURFACE DOOR BOLT IN SOLID BRASS,

OIL-RUBBED BRONZE HOAH

1 EA.

4" ON CENTER SOLID BRASS HANDLE WITH CHOICE OF FINISH,

OIL-RUBBED BRONZE HOAH

* HOAH IS HOUSE OF ANTIQUE HARDWARE,

WWW.HOUSEOFANTIQUEHARDWARE.COM, 1-888-223-2545.

APPROVED EQUALS ARE ACCEPTABLE UPON PRE-APPROVAL BY THE CO.

DOOR AND FRAME SCHEDULE

DOOR

FRAME

MAT. DOOR TYPE

HARDWARE

GROUP

NUMBER NOTES

DOOR

NUMBER

SIZE

MAT. GLAZINGWIDTH HIGHT THICK.

1A 3'0" 6'8" 1 3/4" WOOD GLASS TEMPERED WOOD A 1 STAINED AND VARNISHED

2A 2'8" 6'8" 1 3/4" WOOD GLASS TEMPERED WOOD A 1 STAINED AND VARNISHED

1B 3'0" 6'8" 1 3/4" WOOD GLASS TEMPERED WOOD A 2 STAINED AND VARNISHED

2B 2'8" 6'8" 1 3/4" WOOD GLASS TEMPERED WOOD A 2 STAINED AND VARNISHED

1C 3'0" 6'8" 1 3/4" WOOD - WOOD B 3 STAINED AND VARNISHED

2C 2'8" 6'8" 1 3/4" WOOD - WOOD B 3 STAINED AND VARNISHED

1D 3'0" 6'8" 1 1/8" WOOD ALUMINUM CHARCOAL SCREEN WOOD C 4 STAINED AND VARNISHED

2D 2'8" 6'8" 1 1/8" WOOD ALUMINUM CHARCOAL SCREEN WOOD C 4 STAINED AND VARNISHED

DOOR

TYPE A

DOOR

TYPE C

DOOR

TYPE D

NOTES:

1. WOOD DOORS, INTERIOR AND EXTERIOR TO BE

FINISHED WITH NATURAL STAIN COLOR STAIN

AND COATED WITH CABOT INTERIOR/EXTERIOR

SPAR VARNISH # 8047 SEMI-GLOSS. FINISH TO BE

APPLIED PER MANUFACTURERS

RECOMMENDATION.

2. CONTRACTOR RESPONSIBLE FOR ALL

MEASUREMENTS. THE PROVIDED PLAN

MEASUREMENTS ARE NOT EXACT.

3. DOOR FRAMES AND JAMBS TO BE MODIFIED AS

NECESSARY TO ACCOMMODATE DOOR. EXTERIOR

DOORS WILL HAVE A WEATHER TIGHT SEAL.

4. EVERY ATTEMPT SHALL BE MADE TO MATCH

DOOR DETAILS TO EXISTING STYLES IN HISTORIC

STRUCTURES. TYPICAL DOORS ARE FLAT PANEL

WITH ONE OF TWO STICKING DETAILS IDENTIFIED

ABOVE.

DOOR

TYPE B

INTERIOR DOOR FRAME DETAIL (TYP)

WITH O.G. DOOR STOP

NTS

DOOR STICKING DETAIL (TYP)

WITH REVERSE O.G. AND QUIRK

DETAIL

NTS

DOOR STICKING DETAIL (TYP)

WITH QUIRK AND O.G. DETAIL

NTS

EXTERIOR DOOR THRESHOLD

DETAIL (TYP)

NTS

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WINDOW A

SLIDING SASH

WINDOW C

CASEMENT

INSIDE SWING

WINDOW SCHEDULE

WINDOW

NUMBER TYPE MATERIAL GLAZING ADDITIONAL FEATURES HARDWARE

A SLIDING SASH WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND

INTERCHANGEABLE SCREENS

AND STORM WINDOWS

ANTIQUED BRASS BRASS SASH LOCK, STANDARD SIZE; ZINC PLATED

SCREEN & STORM WINDOW SNAP FASTNERS

B

DOUBLE

HUNG SASH WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND

INTERCHANGEABLE SCREENS

AND STORM WINDOWS

ANTIQUED BRASS BRASS SASH LOCK, STANDARD SIZE; ZINC PLATED

SCREEN & STORM WINDOW SNAP FASTNERS

C CASEMENT WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND

INTERCHANGEABLE SCREENS

AND STORM WINDOWS

2 1/4" X 3" SOLID PRASS PARLIAMENT HINGE WITH BALL TIPS,

ANTIQUED; SMALL BRASS CASEMENT LATCH SET, ANTIQUED; ZINC

PLATED SCREEN & STORM WINDOW SNAP FASTNERS

D

HOPPER OR

AWNING

WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND

INTERCHANGEABLE SCREENS

AND STORM WINDOWS

15" ADJUSTABLE TRANSOM CHAIN, 2 1/4" X 2" BRASS CABINET HINGE

WITH BALL TIPS, ANTIQUED; BRASS TRANSOM LATCH SET,

ANTIQUED; ZINC PLATED SCREEN & STORM WINDOW SNAP

FASTNERS

E FIXED WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND STORM WINDOW ZINC PLATED SCREEN & STORM WINDOW SNAP FASTNERS

F SLIDING SASH WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND

INTERCHANGEABLE SCREENS

AND STORM WINDOWS

ANTIQUED BRASS BRASS SASH LOCK, STANDARD SIZE; ZINC PLATED

SCREEN & STORM WINDOW SNAP FASTNERS

G

HOPPER OR

AWNING

WOOD

2X STRENGTH GLASS, OIL

BASED GLAZE COMPOUND

INTERCHANGEABLE SCREENS

AND STORM WINDOWS

15" ADJUSTABLE TRANSOM CHAIN, 2 1/4" X 2" BRASS CABINET HINGE

WITH BALL TIPS, ANTIQUED; BRASS TRANSOM LATCH SET,

ANTIQUED; ZINC PLATED SCREEN & STORM WINDOW SNAP

FASTNERS

NOTES:

1. ALL IDENTIFIED WINDOW HARDWARE CAN BE FOUND AT

HOUSE OF ANTIQUE HARDWARE,

WWW.HOUSEOFANTIQUEHARDWARE.COM, 1-888-223-2545. OR

APPROVED EQUALS.

2. CONTRACTOR RESPONSIBLE FOR ALL MEASUREMENTS. THE

PROVIDED PLAN MEASUREMENTS ARE NOT EXACT.

3. WINDOWS, STORM WINDOWS, SCREENS, AND FRAMES TO BE

CONSTRUCTED TO MATCH THE EXISTING STYLE AND SPECIES OF

WOOD WINDOWS ON SITE.

4. INTERIOR OF ALL WINDOWS FINISHED WITH NATURAL STAIN

COLOR STAIN AND COATED WITH CABOT INTERIOR/EXTERIOR

SPAR VARNISH # 8047 SEMI-GLOSS. FINISH TO BE APPLIED PER

MANUFACTURERS RECOMMENDATION. EXTERIORS TO BE

PAINTED, COLOR IS IDENTIFIED IN SPECIFICATION SECTION

0099001 - COLORS.

5. SCREENS FOR ALL WINDOWS TO BE WOOD FRAMES WITH

ALUMINUM WINDOW SCREEN IN CHARCOAL COLOR.

INTERCHANGEABLE STORM WINDOWS TO HAVE 1

4" ACRYLIC

SHEET (PLEXIGLASS) GLAZING WITH WOOD GLASS STOPS.

WINDOW E

FIXED

WINDOW B

DOUBLE HUNG SASH

WINDOW D

HOPPER

INSIDE SWING

WINDOW F

SLIDING SASH

WINDOW G

HOPPER

INSIDE SWING

MUNTIN DETAIL (TYP)

NTS

SAMPLE AVAILABLE

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ROOF PREPARATION AND UNDERLAYMENT FOR

BUILDINGS:

1. REMOVE EXISTING ROOFING MATERIAL. MAY

CONSIST OF METAL AND/OR SHINGLES.

2. REPAIR DAMAGED AREAS, INCLUDING MISSING,

BROKEN, OR ROTTEN BOARDS, RAFTERS, AND

PURLINS. CORRECT ANY DIPS OR HIGH SPOTS.

3. OVERLAY ENTIRE ROOF WITH 3/4" TONGUE AND

GROOVE SHEATHING OF AN EXTERIOR EXPOSURE

DURABILITY.

4. COVER ENTIRE ROOF WITH APPROVED ICE AND

WATER SHIELD UNDERLAYMENT. INSTALL DRIP

EDGE AND CEDAR BREATHER PRODUCT

ACCORDING TO MANUFACTURERS

RECOMMENDATIONS.

SHINGLE APPLICATION :

1. SHINGLES MUST BE TRIPLED AT ALL EAVES.

2. BUTTS OF FIRST COURSED SHINGLES SHOULD PROJECT 1 1/2" BEYOND

THE FASCIA AND APPROXIMATELY 1" OVER THE GABLE OR RAKE END.

3. SPACING BETWEEN ADJACENT SHINGLES (JOINTS) SHALL BE A

MINIMUM OF 1/4" AND A MAXIMUM OF 3/8".

4. SHINGLES SHALL BE LAID WITH A SIDE LAP NOT LESS THAN 1 1/2"

BETWEEN JOINTS IN ADJACENT COURSES, AND NOT MORE THAN 10%

SHALL BE IN DIRECT ALIGNMENT IN ALTERNATE COURSES.

5. IN LESSER GRADE SHINGLES CONTAINING BOTH FLAT AND VERTICAL

GRAIN, JOINTS SHOULD NOT BE ALIGNED WITH CENTERLINE OF HEART.

6. FLAT GRAIN SHINGLES WIDER THAN 8" SHOULD BE SPLIT IN TWO

BEFORE NAILING. ALL SHINGLES TO BE HAND NAILED. KNOTS AND

SIMILAR DEFECTS SHOULD BE TREATED AS THE EDGE OF THE SHINGLE

AND THE JOINT IN THE COURSE ABOVE PLACED 1 1/2" FROM THE EDGE

OF THE DEFECT.

Solid Sheathing Deck Overlay

HAND NAILING ONLY

Two nails (only) for each shingle approximately 3/4" from edge and approximately 1 1/2" above exposure line.

Use Number 1 Grade 16" Fire Retardant

Cedar Sawn shingles with a 5" exposure.

HAND NAIL ONLY

Space shingles

1/4" - 3/8" apart

Fascia (if applicable)

Shingles should project

1 1/2" beyond the fascia and approximately 1" over the gable or rake end

Adjacent course joints should be offset

1 1/2" minimum

Alternate course joints should not align

Cedar Shingle Application Detail

NTS

Centerline of heart

Knot or similar defect

Course Alignment Detail

NTS

5"

1 1/2"

Cedar Breather Product

Over Ice and Water

Underlayment

When flashing a valley, place

24" wide strip of 30lb. felt between

Cedar Breather and flashing.

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SHINGLES

THERE ARE TWO ACCEPTABLE METHODS FOR

APPLICATION OF SPACED SHEATHING:

ONE IS TO SPACE 1X4 BOARDS TO COINCIDE

WITH THE WEATHER EXPOSURE OF THE

SHINGLES. THUS IF THE SHINGLES ARE TO BE

LAID AT 5" TO THE WEATHER, THE

SHEATHING BOARDS WOULD ALSO BE

SPACED AT 5" ON CENTER. IN THIS METHOD

OF APPLICATION EACH SHINGLE IS NAILED TO

THE CENTER OF THE 1X6 BOARD.

WITH 7 1/2" WEATHER EXPOSURES, THE

CENTER OF THE SHEATHING BOARD SHALL

EQUAL THE DISTANCE EQUAL TO THE

DISTANCE OF THE WEATHER EXPOSURE.

SHINGLE APPLICATION

1. SHINGLES MUST BE TRIPLED AT ALL EAVES.

2. BUTTS OF FIRST COURSED SHINGLES SHOULD PROJECT 1 1/2"

BEYOND THE FASCIA AND APPROXIMATELY 1" OVER THE GABLE

OR RAKE END.

3. SPACING BETWEEN ADJACENT SHINGLES (JOINTS) SHALL BE A

MINIMUM OF 1/4" AND A MAXIMUM OF 3/8".

4. SHINGLES SHALL BE LAID WITH A SIDE LAP NOT LESS THAN 1 1/2"

BETWEEN JOINTS IN ADJACENT COURSES, AND NOT MORE THAN

10% SHALL BE IN DIRECT ALIGNMENT IN ALTERNATE COURSES.

5. IN LESSER GRADE SHINGLES CONTAINING BOTH FLAT AND

VERTICAL GRAIN, JOINTS SHOULD NOT BE ALIGNED WITH

CENTERLINE OF HEART.

6. FLAT GRAIN SHINGLES WIDER THAN 8" SHOULD BE SPLIT IN TWO

BEFORE NAILING. KNOTS AND SIMILAR DEFECTS SHOULD BE

TREATED AS THE EDGE OF THE SHINGLE AND THE JOINT IN THE

COURSE ABOVE PLACED 1 1/2" FROM THE EDGE OF THE DEFECT.

SKIP SHEATHING 1X6 (IF APPLICABLE)

TWO NAILS (ONLY) FOR EACH SHINGLE APPROXIMATELY 3/4" FROM

EDGE AND APPROXIMATELY 1 1/2" ABOVE EXPOSURE LINE.

USE NUMBER 1 GRADE 16"

FIRE RETARDANT CEDAR

SAWN SHINGLES

WITH A 5" EXPOSURE.

SPACE SHINGLES

1/4" - 3/8" APART

SOLID WOOD SHEATHING 1X6 (IF APPLICABLE)

EAVE PROTECTION (IF APPLICABLE)

FASCIA (IF APPLICABLE)

RAFTER HEAD (IF APPLICABLE)PRODUCT SHOULD PROJECT

1 1/2" BEYOND THE FASCIA

AND APPROXIMATELY 1"

OVER THE GABLE OR RAKE END.

ADJACENT COURSE

JOINTS TO BE OFFSET

1 1/2" MINIMUM.

ALTERNATE COURSE

JOINTS SHOULD

NOT ALIGN.

Cedar Shingle Application Detail

NTS

HAND NAILING ONLY

Two nails (only) for each shingle approximately 3/4" from edge and approximately 1 1/2" above exposure line.

Space shingles

1/4" - 3/8" apart

Centerline of heart

Knot or similar defect

Course Alignment Detail

NTS

5"

1 1/2"

ROOF INSTALLATION FOR BUILDINGS :

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4" MIN. DEPTH COMPACTED

SURFACE COURSE - GRADING G

FINISHED GRADE

2% CROWN OR OUTSLOPE

4'

EXCAVATE 2" OF SUBGRADE FOR PATH

2"4"

3:1 SLOPE, TYPNATIVE SOIL

TYPICAL GRAVEL PATH ON GRADE

NTS

2:1

NATURAL GROUND

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VARIES

1'-0"

4'-0" MIN.

1'-0"

EDGE OF ROAD

COMPACTED

NATIVE FILL

2% OUTSLOPE

4" COMPACTED LAYER OF CRUSHED

AGGREGATE SURFACING - GRADING "G"

6' RECYCLED WHEELSTOP

PATHWAYS NOTES:

PATHS SHOULD BE 5% SLOPE OR LESS; HOWEVER, THE CONTRACTING OFFICER MAY

APPROVE PATHS THAT SLOPE 8.33% FOR UP TO 50 FEET, OR 10% FOR UP TO 30 FEET. NO MORE

THAN 15% OF THE TOTAL LENGTH OF A PATH MAY EXCEED AN 8.33% SLOPE. CROSS SLOPES

SHOULD NOT EXCEED 2% BUT MAY BE UP TO 5% TO ENSURE PROPER DRAINAGE.

PATHS SHALL BE STAKED TO SIT ON EXISTING GROUND (WHERE POSSIBLE) AS SHOWN ON

THESE DRAWINGS. PATH CONSTRUCTION SHALL BE PAID FOR UNDER SECTION 312100

INCLUDING CLEARING AND GRUBBING, SELECT BORROW AND ANY EXCAVATION AND/OR

EMBANKMENT NECESSARY TO CONSTRUCT THE PATH. SURFACE COURSE AGGREGATE

SHALL BE GRADING G AS SHOWN IN SECTION 323150 OF THE SPECIFICATIONS.

3'

NOTES:

1. EXTEND DRAIN LINE TO

DAYLIGHT.

2. THE LAST 10' OF DRAIN LINE

SHALL BE GALVANIZED

STEEL PIPE.

3. ON WATER STORAGE TANK

OVERFLOW DRAIN, SCREEN

AROUND SUCTION STRAINER

SHALL BE #24 MESH.

12" AIR GAP

DAYLIGHT DRAIN WITH

RODENT PROOF DRAIN OUTLET

NTS

2'-0"

AS REQUIRED

12"

2'-0" 2'-0"

HDPE, SDR 11

SEE NOTE 3

NOTES:

1. ALL JOINTS SHALL BE HEAT FUSED.

2. COMPACT THE MATERIAL SURROUNDING THE PUMPOUT DRAIN TO

PROVIDE SUPPORT AND PREVENT MOVEMENT.

3. PIPE AND VALVE SIZE TO MATCH LINE TO BE DRAINED.

4. INSTALL HDPE / GSP TRANSITION FITTING SO THAT ONLY GSP IS VISIBLE

ABOVE GRADE.

HDPE, SDR 11

SEE NOTE 3

PUMP OUT DRAIN

NTS

TYPICAL AGGREGATE SURFACE PARKING LOT SECTION

NTS

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NOTES:

1. FLAGPOLE TO BE BETWEEN 25' AND 35'

TALL. THE COR CAN IDENTIFY LOCAL

TREES THAT WILL FIT THIS SPECIFICATION

FOR FALLING, PEELING, AND

PREPARATION BY THE CONTRACTOR.

2. POLES THAT ARE IDENTIFIED AS

CREOSOTE STUBS ARE TO BE PRESSURE

TREATED 8" ROUND TIMBER.

3. HISTORIC HARDWARE IDENTIFIED IN PLAN

MAY NOT BE AVAILABLE. PROVIDE

SUBMITTALS TO THE COR FOR HARDWARE

THAT APPROXIMATES THE HISTORIC

INTENT.

4. PAINT INSTALLED FLAG POLE TO MATCH

BUILDING TRIM.

5. COR CAN PROVIDE A LARGER PRINT OF

THE INCLUDED HISTORIC PLAN UPON

REQUEST.

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(2) 6" OLY LOG TIMBER

SCREW FASTENERS,

COUNTER SINK, TYP.

HALF-LAP CUT RAIL TO

A 2-INCH DEPTH, TYP.

MORTISE AND TENON

LOWER RAIL AND POSTS

AND CUT RAILS TO FIT,

TYP. SEE DETAIL A.

50"

28"

24"

8'

NOTES:

FENCE AND GATES

1. OVERHEAD GATE HARDWARE AND HINGES TO BE MANUFACTURED BY POWDER RIVER,

OR APPROVED EQUAL.

2. PEDESTRIAN GATE HARDWARE AND HINGES TO BE MANUFACTURED BY HAMILTON

HINGE COMPANY, 406-961-4086 OR APPROVED EQUAL. ALL HARDWARE TO BE ADA

COMPLIANT

3. POLES TO BE ROUND 6 INCH TREATED TIMBER. RAILS TO BE ROUND 4 INCH TREATED

TIMBER. SEAL ALL FIELD CUT SURFACES.

4. OVERHEAD GATE SUPPORT POSTS SHALL BE ROUND 12 INCH TAPERED TREATED TIMBER.

PLACE CONCRETE POST MIX IN POST HOLE UP TO 6" BELOW SURFACE. COMPACT FILL TO

FINISHED SURFACE AROUND POSTS.

5. APPLY PRESERVATIVE TO ALL FIELD-CUTS.

CLOTHESLINE

1. 18 GAUGE PLASTIC COATED STEEL WIRE WITH WIRE ROPE CLIPS. STRIP PLASTIC

COATING OFF WIRE AT WIRE CLIP CONNECTION POINT. CLOTHES LINE TO BE TEN FOOT

SPAN WITH FOUR WIRE LINES.

2. 1

2" HOT DIPPED GALVANIZED EYE BOLTS WITH FENDER WASHERS AND NUTS FOR WIRE

CONNECTIONS. COUNTER SINK FOR NUT AND WASHER ON BACK OF CLOTHESLINE RAIL.

3. POLES AND RAILS TO BE ROUND 6 INCH TREATED TIMBER.

A

A

(2) 6" OLY LOG TIMBER

SCREW FASTENERS,

COUNTER SINK, TYP.

NOTCH-CUT RAIL AND

BACK OF POST TO A

2-INCH DEPTH, TYP.

EYE BOLT

CONNECTION,

TYP.

TYPICAL CLOTHESLINE

NTS

CROSS SECTION A

NTS

66"

30"

TYPICAL FENCE SECTION

NTS

OVERHEAD GATE DETAIL

NTS

TYPICAL FENCE OPENING

NTS

WIDTH TO FIT A 12 FOOT GATE

40"

DETAIL A

NTS

EASY TO REMOVE FENCE SECTION

NTS

8" ALL-THREAD

BOLT FLUSH WITH

TOP OF RAIL

HALF-LAP CUT RAIL TO

A 2-INCH DEPTH, TYP.

EXTEND TENON FOR

EASY REMOVAL

3'-6"

10'

8"

---USE---

A GOOD STANDARD READY MADE SINGLE DRIVE

GATE HERE

(2) 12" OLY LOG TIMBER

SCREW FASTENERS,

COUNTER SINK

SEE FENCE AND

GATE NOTE 4

NOTCH-CUT POST

TO FIT RAIL

9'

10' WIRE (4TIMES, TYP.)

36"

30"

STANDARD PEDESTRIAN GATE

NTS

A P

P R

O V

E

E C

K

B Y

C H

E C

K

B Y

OF

D R

A W

IN

G

D E

S

IG

N

/2

/2

R

B

B A

R R

Y

R B

B

A R

R Y

M

W

IL

L

IS

R B

B

A R

R Y

M

W

IL