Bunk House - Plans

DEFERRED SUBMITTAL NOTES

Last Resort Ranch

2. HEATING SYSTEM SHALL BE GAS-FIRED FORCED AIR. CONTRACTOR IS RESPONSIBLE FOR GAS SYSTEM DESIGN, INCLUDING DUCT SIZING AND LAYOUT. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROVIDING HEAT LOSS CALCULATIONS AND ENERGY ANALYSIS AND SUBMITTING THEM. 3. CONTRACTOR TO PROVIDE MAKE, MODEL, BTU's, APPROVAL LISTINGS, AND EFFICIENCY OF FURNACE AND ANY ADDITIONAL EQUIPMENT TO BUILDING DEPARTMENT.

DEFERRED ITEMS

4. CONTRACTOR TO PROVIDE APPLIANCE I.C.B.O. NUMBERS TO BUILDING DEPARTMENT AND INSTALLATION GUIDES FOR GAS FIREPLACE INSERTS.

1

5000 S. Red Creek Road Fruitland, UT 84072

6. CONTRACTOR TO PROVIDE THE NUMBER OF BACKFLOW PREVENTORS TO BE INSTALLED IN THIS STRUCTURE. 7. INSPECTIONS ARE REQUIRED FOR ALL STUCCO AND EIFS SYSTEMS. PROVIDE ICBO EVALUATION REPORT (OR EQUAL) FOR ANY SUCH SYSTEM USED. IRC R109.1.5

PRE-FABRICATED TRUSS DESIGN

2

GAS PIPELINE SCHEMATIC

3

GAS FIREPLACE INSERT SPECIFICATIONS

4

___# BACKFLOW PREVENTERS

5

DRAWING INDEX Sheet Number

DESIGNER:

ENGINEER OF RECORD:

BUILDERS SIGNATURE:_____________________________________ DATE:__________________________________________ 385 West Airport Rd. - Heber City, Utah 84032 Ph: (435) 657-2120 - Fx: (435) 654-7555

PARK ENGINEERING, LLC 90 West 200 South, Suite #1 Heber City, Utah 84032 Ph: (435) 654-1456

A100 A200 A201 A202 A301 A302 A303 A304 A401 B101 E101 E102 E103 S0 S101 S201 S202 S203 S301 S302 S401 S402 S403 S501

Sheet Name SITE PLAN Basement Plan Main Level Plan Upper Level Plan Front/Rear Elevations Side Elevations 3D View - Exterior 3D Views - Interior Building Sections Corner Porch Basement Electrical Plan Main Level Electrical Plan Upper Level Electrical Plan STRUCTURAL NOTES FOUNDATION/FOOTING PLAN MAIN FLOOR FRAMING PLAN UPPER LEVEL FRAMING PLAN ROOF FRAMING PLAN SHEAR WALL PLAN SHEAR WALL PLAN DETAILS DETAILS DETAILS CORNER PORCH FRAMING

Bunk House

5. THE CONTRACTOR SHALL PROVIDE GAS LINE SPECIFICATIONS, PLANS, AND CALCULATIONS TO BUILDING DEPARTMENT IF THE GAS PIPE LINE SYSTEM IS OVER 4 oz. PRESSURE. CONTRACTOR SHALL ALSO INCLUDE REGULATOR VALVE SPECIFICATIONS AND SHOW PLACEMENT ON PLANS.

BUILDER:

385 West Airport Rd. - Heber City, Utah 84032 Ph: (435) 657-2120 - Fx: (435) 654-7555

RESIDENCE FOR:

1. CONTRACTOR TO PROVIDE AND OBTAIN APPROVAL FOR A SITE MITIGATION AND CONSTRUCTION MITIGATION PLAN. SUCH PLANS SHALL ADDRESS ALL ACTIVITIES AND SHALL INCLUDE, BUT IS NOT LIMITED TO, VEHICLE PARKING, MATERIAL STORAGE, STREET CLEANING, WORK HOURS, ETC. CONTRACTOR TO MAINTAIN A CLEAN JOB SITE AND MINIMIZE NOISE AND DUST. WORK TO BE CONFINED TO THE HOURS SPECIFIED IN THE CONSTRUCTION MITIGATION PLAN.

KITCHEN POWER REVISIONS

SPRINKLER SHUTOFF

KITCHEN WATER SHUTOFF

SPRINKLER ZONES 7, 8, 9

ROC

IN ETA KR

DATE

ZONE 7

L WAL ING

ZONE 8 LIGHT BENCHES REF

LIGHT

BENCHES

ZONE 6

STAIRS UP

OUTDOOR KITCHEN LP GAS SHUTOFF

MAIN WATER LINE 4" C900

DRAWINGS FOR:

ELECTRICAL LINE 2" PVC

LIGHT

LP GAS LINE

ZONE 9

SPRINKLER ZONES 3, 4, 5, 6 ZONE 5

5000 S. Red Creek Road Fruitland, UT 84072

FIREPLACE

Last Resort Ranch

3/4" CTS POLY WATER LINE

COOKTOPS

ELECTRICAL JUNCTION BOX

STAIRS UP

SEPTIC PUMP VAULT

DATE:

ZONE 4

DECK ABOVE ZONE 3

ZONE 10

07/19/10

MAIN WATER SHUTOFF

SPRINKLER ZONES 10 & 11

3" ADS TRENCH DRAIN (12" BELOW GRADE)

SUB PANEL (CORNER DECK)

4" PIPE SLEEVE (UNDER DRIVEWAY)

SPRINKLER SYSTEM SHUTOFF

MAIN LP GAS LINE

SHEET TITLE

SPRINKLER ZONES 1 & 2

DECK ABOVE

ELECTRICAL LINE

NT

MAIN POWER DISCONNECT

NT

SEPTIC TANK

GARAGE FLOOR DRAIN ROOF SNOWMELT / OUTDOOR KITCHEN POWER DISCONNECT

DRAWN BY:

MAIN LP GAS SHUTOFF

WATER HYDRANT SHUTOFF

SITE PLAN

ROCK RETAINING WALL

CHECKED BY:

Bunk House ZONE 11 3/4" CTS POLY WATER LINE

GENERATORS ZO

WATER HYDRANT

NE 2

MAIN ELECTRICAL LINE 4" PVC (12" BELOW GRADE)

STAIRS UP

1

MAIN POWER IN

ZO NE

LP GAS FIELD

LEGEND

DRAIN PIPE KR ETAI NIN GW ALL

4" ADS FOUNDATION DRAIN LP GAS LINE ELECRICAL LINE

ROC

4" ADS GARAGE FLOOR DRAIN 4" ADS FOUNDATION DRAIN

WATER LINE

Driveway

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC.

GRAVEL DRAIN BED

4" ADS TRENCH DRAIN w/ 1" GRAVEL FILL (12" BELOW GRADE)

GRAVEL DRAIN BED (BENEATH DRIVEWAY)

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

SHEET NUMBER

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

A100

72' - 0"

6' - 0"

4' - 0"

6' - 0"

G7.

3' - 0" x 6' - 8"

G8. G9. G10.

17' - 4"

G11.

G12.

5' - 8" W/D

W/D

W/D

G13.

G14. G15. G16.

9' - 1"

95' - 0"

W/D

95' - 0"

3' - 0" x 9' - 0"

13' - 10"

6' - 6"

DUMB WAITER

65' - 0"

3' - 0" x 9' - 0"

ELECTRICAL PANELS

17' - 4"

9' - 1"

13' - 10"

A401

11' - 8" 3' - 0" x 6' - 8"

4' - 11"

1

12' - 0" 3' - 9"

ROOF SNOWMELT

65' - 0"

BOILER

11' - 8"

G17. G18. G19.

3 G20.

70'-8" x 29'-2"

13' - 10"

12' - 0" x 8' - 0"

Garage

12' - 0"

12' - 0"

13' - 10"

A401 12' - 0" x 8' - 0"

G21. G22.

G23.

8' - 9"

13' - 10"

G24.

13' - 10"

4' - 10"

8' - 9"

3' - 0" x 6' - 8"

13' - 6"

13' - 9"

3' - 0" x 6' - 8" 3' - 8"

12' - 0" x 8' - 0"

12' - 0" 18' - 0"

12' - 0"

6' - 6"

13' - 9"

G30. G31.

20' - 0"

ATV Parking

GENERATOR

20' - 0"

GENERATOR

METERS

G25. G26. G27. G28. G29.

WINDOW TYPE KEY AWN CS DH SH SL TEMP

AWNING CASEMENT DOUBLE HUNG SINGLE HUNG

5000 S. Red Creek Road Fruitland, UT 84072 DATE:

10' - 4" 3' - 0" x 6' - 8"

June 2009

G6.

CHECKED BY:

35' - 2"

TV / SECURITY

Utility

A401

3' - 0" x 6' - 8" 13' - 11"

13' - 11"

35' - 2"

RADIANT FLOOR HEAT

G5.

6' - 0" x 8' - 0"

4

T. Munford

G4.

DRAWN BY:

Utility

DRAWINGS FOR:

G3.

Storage

Basement Plan

3' - 0" x 6' - 8"

SHEET TITLE

13' - 11" 19' - 8"

FREEZER

MAXIMUM RISE OF A STEP IS 73/4" AND THE MINIMUM RUN OF A STEP IS 10" (IRC R311.5.3). A CONTINUOUS HANDRAIL IS REQUIRED ALONG ONE SIDE OF STAIRWAYS & IS REQUIRED TO BE 34"-38" ABOVE THE NOSING OF THE STEPS. HANDRAIL MUST TERMINATE INTO A SAFETY TERMINAL. SIZE TO BE 1 3/8" MIN. - 2 1/2" MAX DIA. (IRC R311.5.6). ALL DECKS, PORCHES, OR STAIRS HIGHER THAN 30" ABOVE THE WALKING SURFACE REQUIRE A GUARD RAIL 36" HIGH W/ MAXIMUM OPENINGS LESS THAN 4" (INTERIOR OR EXTERIOR) (IRC R312.1). ANY ENCLOSED USABLE SPACE UNDER STAIRS ARE REQUIRED TO BE PROTECTED BY 1 HOUR FIRE-RESISTIVE CONSTRUCTION. (USE 1/2" GYP. BOARD)(R311.2.2) THE MINIMUM STAIRWAY HEADROOM HEIGHT VERTICALLY FROM NOSING LINE IS 6'-8" MIN (IRC R311.5.2). THE GARAGE MUST BE SEPARATED FROM THE DWELLING BY 1 HOUR FIRE-RESISTIVE CONSTRUCTION ON THE GARAGE SIDE, CEILING & THE BEARING WALLS. USE 1/2" GYP. BOARD. USE 5/8" TYP 'X' GYP. BOARD ON CEILING IF THERE IS HABITABLE SPACE ABOVE (IRC R309.2). ANY IGNITION UNIT ON ALL FURNACES & WATER HEATERS SHALL BE AT LEAST 18" ABOVE THE FLOOR IN THE GARAGE UNLESS FIRE RESISTIVE CONSTRUCTION IS USED TO SEPARATE THE UNITS FROM THE GARAGE (IRC G2408.2). THE DOOR SEPARATING THE GARAGE FROM THE DWELLING IS REQUIRED TO BE 1-3/8" SOLID CORE OR 20 MINUTE RATED, W/ APPROVED SELF CLOSING MEANS. ICE & SNOW SHIELD MUST BE USED OVER ALL EAVES AT LEAST 24" INSIDE THE HEATED WALLS IF SHINGLES ARE USED. ALL SHOWER AREAS TO BE FINISHED UP A MINIMUM OF 72" ABOVE SHOWER DRAIN WITH NONABSORBENT MATERIAL. PROVIDE FLOOR VENTILATION FOR CRAWLS SPACES AT 1 SQ. FT. PER 150 SQ. FT. OF UNDER FLOOR AREA, OR A RATION OF 1:1,500 WHERE THE SOIL IS COVERED WITH PLASTIC. VENTS TO BE ARRANGED ON AT LEAST TWO SIDES TO PROVIDE CROSS VENTILATION ON OPPOSING SIDES. IRC R408 & R402.2, EXCEPTION 2. PROVIDE 30" MINIMUM CLEARANCE FROM RANGE TOP TO COMBUSTIBLE MATERIALS. SIDE CLEARANCE SHALL BE AS SPECIFIED BY PERMANENT MARKINGS ON THE APPLIANCE. RANGE HOODS SHALL BE VENTED TO THE OUTSIDE BY SINGLE WALL PIPE HAVING A 1" MINIMUM CLEARANCE FROM COMBUSTIBLE MATERIALS (IRC R1901.1). UNLESS OTHERWISE SPECIFIED, ALL BASEMENT WINDOWS NOT FULLY 6" ABOVE FINISHED GRADE SHALL BE PROTECTED BY G.I. OR CONCRETE WINDOW WELLS. WINDOW WELLS TO BE DUG A DEPTH BELOW THE WINDOW SILL OF 10" TO ALLOW 1" AGGRAVATED GRAVEL TO BE 6" BELOW THE WINDOW SILL. FIREPLACE CHIMNEYS SHALL EXTEND 2'-0" ABOVE ANY ROOF LINE WITHIN 10'. ALL MASONRY CHIMNEYS SHALL HAVE TERRA COTTA FLUE LINERS & SHALL BE CAPPED W/ A 4" MINIMUM CONCRETE CAP. PROVIDE MINIMUM 100 sq. in. OF MAKE-UP AIR TO LAUNDRY ROOM (IRC G2439.4). THE MAXIMUM DRYER EXHAUST VENT LENGTH NOT TO EXCEED 15 FEET WITH NO MORE THAN (2) 90 DEGREE BENDS (IRC R1502.6)(M1502.6). INSULATE ALL DUCT WORK IN COLD AREAS. THIS IS BOTH HEAT RUNS & COLD AIR RETURN. IT ALSO INCLUDES GARAGES, CRAWL SPACES, & UNFINISHED BASEMENTS. (IECC 503.3.3.3) SIZE & CONSTRUCTION OF HEARTH TO BE PER MANUFACTURERS SPECIFICATIONS. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST DEPTH (PER LOCAL CODE). TOPS OF FOUNDATIONS SHALL BE 8" MINIMUM ABOVE FINISHED GRADE. FINISHED GRADE SHALL HAVE A SLOPE AWAY FROM THE BUILDING OF 6" MINIMUM FOR THE FIRST 10' & A 2% SLOPE THEREAFTER. ALL DRAINAGE FROM LOT SHALL DRAIN INTO AN APPROVED DRAINAGE SYSTEM. SOLID BLOCKING TO BE PROVIDED BETWEEN TJI'S, RAFTERS, & TRUSSES OVER ALL BEARING WALLS AND BETWEEN OPEN BEARING STUDS. SUCH BLOCKING SHALL BE 2" MINIMUM THICKNESS AND FULL DEPTH OF TJI, RAFTER, OR STUD. ALL EARTH FILL TO RECEIVE CONCRETE FLOORS, WALKS, DRIVES, ETC. SHALL BE SETTLED AND TAMPED TO 90% COMPACTION. ENCLOSED ATTICS & ENCLOSED SPACES BETWEEN RAFTERS SHALL HAVE CLEAR CROSS-VENTILATION AREA TO THE OUTSIDE VENTS. VENTS SHALL PROVIDE AIR INTAKE TO MEET THE FOLLOWING CRITERIA: A. 1/150 OF ATTIC AREA, OR B. 1/300 OF ATTIC AREA IF CROSS VENTILATED W/ VAPOR BARRIER. ATTICS SHALL BE PROVIDED WITH AN ACCESS OPENING 22" x 30" W/ MINIMUM HEAD ROOM CLEARANCE ABOVE ACCESS OPENING OF 30". PROVIDE COMBUSTION AIR FOR ALL GAS APPLIANCES AT A RATE OF 1 SQ. INCH PER 4000 BTU's WHERE SPACE IS DIRECTLY COMMUNICATING WITH THE OUTDOORS, OR WHERE COMMUNICATING WITH THE OUTDOORS BY MEANS OF VERTICAL DUCTS. WHERE HORIZONTAL DUCTS ARE USED, EACH OPENING SHALL HAVE A FREE AREA OF AT LEAST 1 SQ. INCH PER 2000 BTU's. PROVIDE ONE DUCT OPENING IN THE TOP 12” OF THE ROOM AND ONE DUCT IN THE BOTTOM 12” OF THE ROOM (IRC R1703.2). WINDOW WELLS SHALL PROVIDE A MIN. NET CLEAR OPENING OF 9 sq. ft. W/ A MIN. DIMENSION OF 36". IF WINDOW WELL IS DEEPER THAN 44", PROVIDE PERMANENT LADDER. GARAGE ATTIC ACCESS DOOR TO BE 20 MIN. FIRE-RATED CONST. OR EQUIVALENT. PROVIDE A GAS SHUTOFF VALVE WITHIN 6' OF ALL GAS APPLIANCES. ALL SHOWER DOORS & GLASS IN SHOWER ENCLOSURES TO BE TEMPERED GLASS. PROVIDE AN ACCESS PANEL TO ALL JACUZZI TYPE TUBS. WATER HEATERS & EXPANSION TANKS TO BE TIED DOWN W/ SEISMIC STRAPS. STRAPS TO BE (2) 16 ga x 1" WIDE STRAPS LAGGED INTO (2) STUDS MIN. W/ 1/4" LAG SCREWS. (2) STUD WALL SHEATHED OR COVERED W/ GYP. BOARD OR SOLID BLOCKING MAY BE DONE AT STRAP HEIGHT. PROVIDE A MAX. 1" SPACE BETWEEN WATER HEATER AND WALL OR BLOCKS. GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL325.R309.6. EMERGENCY EGRESS SHALL BE PROVIDED FOR BASEMENTS & SLEEPING ROOMS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE MINIMUM AREA SHALL NOT BE LESS THAN 5.7 sq. ft. HEIGHT SHALL NOT BE LESS THAN 24" & WIDTH SHALL NOT BE LESS THAN 20" (R310.1).

N. Thomas

27' - 5"

COOLER

GENERAL CONSTRUCTION NOTES G1. G2.

Last Resort Ranch

10' - 2"

VACUUMS FIRE

1' - 8"

6' - 0"

13' - 11"

REVISIONS

6' - 0"

DATE

3' - 0" x 6' - 8"

1' - 8"

7' - 8"

18' - 0"

12' - 0"

4' - 0"

36' - 0"

12' - 0"

10' - 0"

6' - 0"

4' - 7"

6' - 0"

10' - 0"

4' - 0"

4' - 0"

7' - 8"

18' - 0"

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

SLIDING GLASS TEMPERED GLASS

12' - 0"

36' - 0"

18' - 0" 20' - 3"

20' - 3"

72' - 0"

Basement Floor Plan SCALE: 3/16" = 1'-0"

SHEET NUMBER 9' - 0" 6' - 0"

9' - 0" 3' - 0"

16' - 0" 6' - 0"

16' - 0" 10' - 0"

16' - 0" 10' - 0"

2 A401

3' - 0" 6' - 0"

9' - 0"

6' - 0" 9' - 0"

A200

36' - 0"

G15. G16.

3' - 0" x 6' - 8"

Clothes

16' - 9"

TALL CABINETS

Bath

6' - 4"

3' - 0" x 6' - 8"

TALL CABINETS

Great Room 36'-0" x 99'-0"

Bath

LINEN

3' - 0" x 6' - 8"

Room 206

TALL CABINETS

65' - 0"

Up 5' - 0" x 5' - 0" SL

COMP

3' - 0" x 8' - 0"

MICRO RANGE

12'-0" x 19'-6"

6' - 0"

5' - 0" x 4' - 0" SL

9' - 0"

6' - 0" x 8' - 0"

D/W

6' - 0" x 8' - 0"

P2.

P4. P5. P6.

P7. 6'-0" x 7'-0" FIXED-TEMP

P8.

S

6'-0" x 7'-0" FIXED-TEMP

P9. 12' - 9"

5' - 3" 18' - 0"

7' - 6"

7' - 0"

7' - 0" 36' - 0"

7' - 0"

7' - 6"

5' - 3"

P10.

12' - 9"

P11.

18' - 0"

72' - 0" 20' - 0"

P12.

Main Level Plan

P13. P14.

Sun Deck

SCALE: 3/16" = 1'-0"

5760 Square Feet

AWNING CASEMENT DOUBLE HUNG SINGLE HUNG SLIDING GLASS TEMPERED GLASS

GENERAL PLUMBING NOTES P1.

P3.

6' - 9"

REF

6' - 9"

13' - 9"

9' - 0"

REF

D/W OVEN

13' - 9"

MICRO

5' - 0" x 5' - 0" SL

20' - 0"

6' - 0"

10' - 6"

Kitchen 9' - 0"

20' - 0"

13' - 3"

ICE

9' - 0"

5000 S. Red Creek Road Fruitland, UT 84072

WINDOW TYPE KEY AWN CS DH SH SL TEMP

7' - 3"

FREEZ

G25. G26. G27. G28. G29.

G30. G31.

13' - 10"

13' - 10"

REF

5' - 0" x 5' - 0" SL

G24.

6' - 0" x 6' - 8"

17'-6" x 15-0" 50' - 2"

5' - 0" x 5' - 0" SL

17'-6" x 15-0"

7' - 6"

Dn

Room 201

G22.

G23.

13' - 10"

3' - 0" x 6' - 8"

3 A401 3' - 0" x 6' - 8"

7' - 6" 4' - 6"

7' - 6"

3' - 0" x 6' - 8"

5' - 0" x 5' - 0" SL

13' - 10"

3' - 0" x 6' - 8"

G20. G21.

Clothes

LINEN

Clothes

4' - 7"

6' - 0" x 6' - 8"

3' - 0" x 6' - 8"

3' - 0" x 6' - 8" 3' - 0" x 6' - 8"

5' - 8"

95' - 0"

17'-6" x 15-0" 6' - 0"

15' - 4"

Room 205

6' - 0"

16' - 9"

5' - 8"

13' - 10"

See-Through Fireplace

17'-6" x 15-0"

G18. G19.

15' - 8"

Dumb Waiter

4' - 7"

DESK

4' - 7"

18' - 0"

Covered Deck

13' - 8"

5' - 0" x 5' - 0" SL

5' - 0" x 5' - 0" SL

8' - 8"

Room 202

6' - 0" x 6' - 8" 15' - 8"

13' - 8"

Clothes

13' - 10"

5' - 10" DESK

6' - 0" x 6' - 8"

4' - 7"

95' - 0"

5' - 4"

4' - 8"

1 A401

Covered Deck

7' - 6"

15' - 4"

65' - 0"

G17. 6' - 10"

DATE:

9' - 2"

G14.

June 2009

13' - 11"

16' - 9"

G13.

Bath

LINEN 60" Turning Radius (ADA)

CHECKED BY:

G12. 3' - 0" x 6' - 8"

3' - 0" x 6' - 8"

T. Munford

3' - 0" x 6' - 8"

DRAWN BY:

15' - 8"

G9.

G11.

N. Thomas

Dn

G8.

G10.

DATE

10' - 0"

4' - 6"

5' - 0" x 5' - 0" SL 6' - 0" x 6' - 8"

17'-6" x 15'-0"

Clothes

Clothes

ADA Bath

13' - 11"

17'-6" x 15'-0"

G6.

G7.

Room 204

40' - 2"

Room 203

3' - 0" x 6' - 8"

G4. G5.

TV WALL

6' - 0" x 6' - 8"

G3.

Last Resort Ranch

Up

7' - 3"

4' - 0" 5' - 0" x 5' - 0" SL

5' - 0" x 5' - 0" SL 13' - 11"

7' - 8"

3' - 0" x 8' - 0"

MAXIMUM RISE OF A STEP IS 73/4" AND THE MINIMUM RUN OF A STEP IS 10" (IRC R311.5.3). A CONTINUOUS HANDRAIL IS REQUIRED ALONG ONE SIDE OF STAIRWAYS & IS REQUIRED TO BE 34"-38" ABOVE THE NOSING OF THE STEPS. HANDRAIL MUST TERMINATE INTO A SAFETY TERMINAL. SIZE TO BE 1 3/8" MIN. - 2 1/2" MAX DIA. (IRC R311.5.6). ALL DECKS, PORCHES, OR STAIRS HIGHER THAN 30" ABOVE THE WALKING SURFACE REQUIRE A GUARD RAIL 36" HIGH W/ MAXIMUM OPENINGS LESS THAN 4" (INTERIOR OR EXTERIOR) (IRC R312.1). ANY ENCLOSED USABLE SPACE UNDER STAIRS ARE REQUIRED TO BE PROTECTED BY 1 HOUR FIRE-RESISTIVE CONSTRUCTION. (USE 1/2" GYP. BOARD)(R311.2.2) THE MINIMUM STAIRWAY HEADROOM HEIGHT VERTICALLY FROM NOSING LINE IS 6'-8" MIN (IRC R311.5.2). THE GARAGE MUST BE SEPARATED FROM THE DWELLING BY 1 HOUR FIRE-RESISTIVE CONSTRUCTION ON THE GARAGE SIDE, CEILING & THE BEARING WALLS. USE 1/2" GYP. BOARD. USE 5/8" TYP 'X' GYP. BOARD ON CEILING IF THERE IS HABITABLE SPACE ABOVE (IRC R309.2). ANY IGNITION UNIT ON ALL FURNACES & WATER HEATERS SHALL BE AT LEAST 18" ABOVE THE FLOOR IN THE GARAGE UNLESS FIRE RESISTIVE CONSTRUCTION IS USED TO SEPARATE THE UNITS FROM THE GARAGE (IRC G2408.2). THE DOOR SEPARATING THE GARAGE FROM THE DWELLING IS REQUIRED TO BE 1-3/8" SOLID CORE OR 20 MINUTE RATED, W/ APPROVED SELF CLOSING MEANS. ICE & SNOW SHIELD MUST BE USED OVER ALL EAVES AT LEAST 24" INSIDE THE HEATED WALLS IF SHINGLES ARE USED. ALL SHOWER AREAS TO BE FINISHED UP A MINIMUM OF 72" ABOVE SHOWER DRAIN WITH NONABSORBENT MATERIAL. PROVIDE FLOOR VENTILATION FOR CRAWLS SPACES AT 1 SQ. FT. PER 150 SQ. FT. OF UNDER FLOOR AREA, OR A RATION OF 1:1,500 WHERE THE SOIL IS COVERED WITH PLASTIC. VENTS TO BE ARRANGED ON AT LEAST TWO SIDES TO PROVIDE CROSS VENTILATION ON OPPOSING SIDES. IRC R408 & R402.2, EXCEPTION 2. PROVIDE 30" MINIMUM CLEARANCE FROM RANGE TOP TO COMBUSTIBLE MATERIALS. SIDE CLEARANCE SHALL BE AS SPECIFIED BY PERMANENT MARKINGS ON THE APPLIANCE. RANGE HOODS SHALL BE VENTED TO THE OUTSIDE BY SINGLE WALL PIPE HAVING A 1" MINIMUM CLEARANCE FROM COMBUSTIBLE MATERIALS (IRC R1901.1). UNLESS OTHERWISE SPECIFIED, ALL BASEMENT WINDOWS NOT FULLY 6" ABOVE FINISHED GRADE SHALL BE PROTECTED BY G.I. OR CONCRETE WINDOW WELLS. WINDOW WELLS TO BE DUG A DEPTH BELOW THE WINDOW SILL OF 10" TO ALLOW 1" AGGRAVATED GRAVEL TO BE 6" BELOW THE WINDOW SILL. FIREPLACE CHIMNEYS SHALL EXTEND 2'-0" ABOVE ANY ROOF LINE WITHIN 10'. ALL MASONRY CHIMNEYS SHALL HAVE TERRA COTTA FLUE LINERS & SHALL BE CAPPED W/ A 4" MINIMUM CONCRETE CAP. PROVIDE MINIMUM 100 sq. in. OF MAKE-UP AIR TO LAUNDRY ROOM (IRC G2439.4). THE MAXIMUM DRYER EXHAUST VENT LENGTH NOT TO EXCEED 15 FEET WITH NO MORE THAN (2) 90 DEGREE BENDS (IRC R1502.6)(M1502.6). INSULATE ALL DUCT WORK IN COLD AREAS. THIS IS BOTH HEAT RUNS & COLD AIR RETURN. IT ALSO INCLUDES GARAGES, CRAWL SPACES, & UNFINISHED BASEMENTS. (IECC 503.3.3.3) SIZE & CONSTRUCTION OF HEARTH TO BE PER MANUFACTURERS SPECIFICATIONS. ALL FOOTINGS SHALL BE PLACED ON UNDISTURBED EARTH AND BELOW FROST DEPTH (PER LOCAL CODE). TOPS OF FOUNDATIONS SHALL BE 8" MINIMUM ABOVE FINISHED GRADE. FINISHED GRADE SHALL HAVE A SLOPE AWAY FROM THE BUILDING OF 6" MINIMUM FOR THE FIRST 10' & A 2% SLOPE THEREAFTER. ALL DRAINAGE FROM LOT SHALL DRAIN INTO AN APPROVED DRAINAGE SYSTEM. SOLID BLOCKING TO BE PROVIDED BETWEEN TJI'S, RAFTERS, & TRUSSES OVER ALL BEARING WALLS AND BETWEEN OPEN BEARING STUDS. SUCH BLOCKING SHALL BE 2" MINIMUM THICKNESS AND FULL DEPTH OF TJI, RAFTER, OR STUD. ALL EARTH FILL TO RECEIVE CONCRETE FLOORS, WALKS, DRIVES, ETC. SHALL BE SETTLED AND TAMPED TO 90% COMPACTION. ENCLOSED ATTICS & ENCLOSED SPACES BETWEEN RAFTERS SHALL HAVE CLEAR CROSS-VENTILATION AREA TO THE OUTSIDE VENTS. VENTS SHALL PROVIDE AIR INTAKE TO MEET THE FOLLOWING CRITERIA: A. 1/150 OF ATTIC AREA, OR B. 1/300 OF ATTIC AREA IF CROSS VENTILATED W/ VAPOR BARRIER. ATTICS SHALL BE PROVIDED WITH AN ACCESS OPENING 22" x 30" W/ MINIMUM HEAD ROOM CLEARANCE ABOVE ACCESS OPENING OF 30". PROVIDE COMBUSTION AIR FOR ALL GAS APPLIANCES AT A RATE OF 1 SQ. INCH PER 4000 BTU's WHERE SPACE IS DIRECTLY COMMUNICATING WITH THE OUTDOORS, OR WHERE COMMUNICATING WITH THE OUTDOORS BY MEANS OF VERTICAL DUCTS. WHERE HORIZONTAL DUCTS ARE USED, EACH OPENING SHALL HAVE A FREE AREA OF AT LEAST 1 SQ. INCH PER 2000 BTU's. PROVIDE ONE DUCT OPENING IN THE TOP 12” OF THE ROOM AND ONE DUCT IN THE BOTTOM 12” OF THE ROOM (IRC R1703.2). WINDOW WELLS SHALL PROVIDE A MIN. NET CLEAR OPENING OF 9 sq. ft. W/ A MIN. DIMENSION OF 36". IF WINDOW WELL IS DEEPER THAN 44", PROVIDE PERMANENT LADDER. GARAGE ATTIC ACCESS DOOR TO BE 20 MIN. FIRE-RATED CONST. OR EQUIVALENT. PROVIDE A GAS SHUTOFF VALVE WITHIN 6' OF ALL GAS APPLIANCES. ALL SHOWER DOORS & GLASS IN SHOWER ENCLOSURES TO BE TEMPERED GLASS. PROVIDE AN ACCESS PANEL TO ALL JACUZZI TYPE TUBS. WATER HEATERS & EXPANSION TANKS TO BE TIED DOWN W/ SEISMIC STRAPS. STRAPS TO BE (2) 16 ga x 1" WIDE STRAPS LAGGED INTO (2) STUDS MIN. W/ 1/4" LAG SCREWS. (2) STUD WALL SHEATHED OR COVERED W/ GYP. BOARD OR SOLID BLOCKING MAY BE DONE AT STRAP HEIGHT. PROVIDE A MAX. 1" SPACE BETWEEN WATER HEATER AND WALL OR BLOCKS. GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL325.R309.6. EMERGENCY EGRESS SHALL BE PROVIDED FOR BASEMENTS & SLEEPING ROOMS. THE SILL HEIGHT SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. THE MINIMUM AREA SHALL NOT BE LESS THAN 5.7 sq. ft. HEIGHT SHALL NOT BE LESS THAN 24" & WIDTH SHALL NOT BE LESS THAN 20" (R310.1).

DRAWINGS FOR:

GENERAL CONSTRUCTION NOTES G1. G2.

REVISIONS

12' - 9"

Main Level Plan

5' - 3"

SHEET TITLE

7' - 6"

6'-0" x 9'-0" FIXED

7' - 6"

4' - 0"

7' - 3"

7' - 0"

6'-0" x 9'-0" FIXED

3' - 0" x 8' - 0" 5' - 0" x 5' - 0" SL

13' - 11"

9' - 2"

18' - 0"

7' - 0"

6'-0" x 9'-0" FIXED

4

3' - 0" x 6' - 8"

16' - 9"

7' - 0"

A401

7' - 8"

10' - 0"

2' - 9"

7' - 6"

6'-0" x 9'-0" FIXED

4' - 6" 15' - 8"

7' - 6"

5' - 3"

2' - 9"

18' - 0" 12' - 9"

ALL PLUMBING SHALL COMPLY WITH CURRENT ADDITION OF THE INTERNATIONAL RESIDENTIAL CODE. PROVIDE LOCATION FOR GAS & ELECTRICAL METERS IN AN AREA THAT IS PROTECTED FROM SNOW AND ICE DAMAGE. PROVIDE WATER CLOSETS WITH A FLOW RATE OF NOT MORE THAN 1.6 GALLONS PER FLUSH (IRC R2903.2). PROVIDE SHOWER HEADS WITH A FLOW RATE OF NOT MORE THAN 2.5 GALLONS PER MINUTE (IRC P2903.2). PROVIDE AN EXPANSION TANK ON THE CULINARY WATER SYSTEM. WATER HEATERS AND EXPANSION TANKS TO BE ANCHORED OR STRAPPED IN THE UPPER THIRD OF THE APPLIANCE TO RESIST A HORIZONTAL FORCE EQUAL TO ONE THIRD OF THE OPERATING WEIGHT. (IRC P2801.2) HOSE BIBS TO BE NON-FREEZE TYPE BACK-FLOW PREVENT (IRC P2902.3.3, P2603.6). ALL PLUMBING VENTS THROUGH ROOF TO BE 3" PIPE MINIMUM. (IRC P3103.2). PROVIDE LOCATION OF ACCESS FOR WHIRLPOOL TYPE TUBS. NO GROUTED TILE ACCESS. (IRC P2720, E4109.3) SHOWERS SHALL BE FINISHED TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE FLOOR. MATERIAL SHALL BE NON-ABSORBANT. (IRC R307.2) PROVIDE A FLOOR DRAIN BY THE WATER HEATER. SHOW A METAL PAN UNDER THE WATER HEATER OR STEAM SHOWER EQUIPMENT IF LOCATED ON A WOOD FLOOR. (IRC 2801) MINIMUM FINISHED SPACE WIDTH FOR WATER CLOSET TO BE 30" W/ A MINIMUM CLEARANCE OF 21" IN FRONT OF THE WATER CLOSET. PROVIDE A SHUTOFF VALVE FOR ALL PLUMBING FIXTURE SUPPLIES. GREEN BOARD CAN NOT BE USED BEHIND THE TILE IN THE SHOWER AND TUB ENCLOSURES.

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

SHEET NUMBER

2 A401

A201

72' - 0" 18' - 0"

36' - 0" 5' - 3"

7' - 6"

7' - 0"

18' - 0"

7' - 0"

7' - 0"

7' - 6"

5' - 3"

12' - 9" REVISIONS

12' - 9"

6'-0" WIDE CUSTOM TRANSOM WINDOWS

4

6'-0" x 9'-0" FIXED

3' - 0" x 6' - 8"

Bath

LINEN

6' - 0"

5000 S. Red Creek Road Fruitland, UT 84072 DATE:

4' - 7"

Clothes

5' - 0" x 5' - 0" SL

3' - 0" x 6' - 8"

Master Suite 17'-6" x 24'-0"

5' - 0" x 5' - 0" SL

© COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

6' - 9"

6' - 9"

5' - 0" x 9' - 6" FIXED

20' - 0"

Sloped Ceiling

5' - 0" x 9' - 6" FIXED

20' - 0"

Sloped Ceiling

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555

13' - 3"

5' - 0" x 5' - 0" SL

13' - 3"

5' - 0" x 5' - 0" SL

8' - 0"

50' - 2"

17'-6" x 15'-0"

15' - 8"

Guest Suite 10

OPEN TO BELOW

5' - 0" x 5' - 0" SL

5' - 0" x 5' - 0" SL

6' - 4"

3' - 0" x 6' - 8"

3' - 0" x 6' - 8"

5' - 0" x 5' - 0" SL

12' - 6"

5' - 8"

Bath

LINEN

SHEET TITLE

3' - 0" x 6' - 8"

3' - 0" x 6' - 8"

4' - 7"

23' - 6"

3' - 0" x 6' - 8"

DRAWN BY:

17'-6" x 15'-0"

65' - 0"

Guest Suite 9 3' - 0" x 6' - 8"

24' - 6"

95' - 0"

Dumb Waiter

15' - 4"

4' - 8"

2' - 6" x 6' - 8"

2' - 6" x 6' - 8"

Upper Level Plan

5' - 9"

M. Bath Clothes

1

6' - 4"

95' - 0"

6' - 0"

5' - 8"

5' - 0" x 5' - 0" SL TEMP

6' - 3"

65' - 0" 65' - 0"

5' - 0" x 5' - 0" SL

6' - 0"

Jacuzzi Access

June 2009

LINEN

6' - 0"

CHECKED BY:

Bath

5' - 8"

Clothes

Clothes

21' - 0"

6' - 4"

Clothes

3' - 0" x 6' - 8"

3' - 0" x 6' - 8" 3' - 0" x 6' - 8"

DRAWINGS FOR:

3' - 0" x 6' - 8"

T. Munford

8' - 0" 17'-6" x 15'-0"

15' - 8"

Guest Suite 8

40' - 2"

17'-6" x 15'-0"

3' - 0" x 6' - 8"

A401

5' - 0" x 5' - 0" SL

OPEN TO BELOW

Guest Suite 7

24' - 6" 9' - 2"

5' - 0" x 5' - 0" SL

8' - 0"

5' - 0" x 5' - 0" SL

N. Thomas

Sloped Ceiling

5' - 0" x 5' - 0" SL

Last Resort Ranch

Sloped Ceiling

6'-0" x 9'-0" FIXED

10' - 0"

6'-0" x 9'-0" FIXED

10' - 0"

6'-0" x 9'-0" FIXED

DATE

A401

6'-0" x 9'-6" FIXED-TEMP

6'-0" x 9'-6" FIXED-TEMP

6'-0" x 9'-6" FIXED-TEMP

6'-0" x 9'-6" FIXED-TEMP

6'-0" WIDE CUSTOM TRANSOM WINDOWS

12' - 9"

5' - 3" 18' - 0"

7' - 6"

7' - 0"

7' - 0" 36' - 0"

7' - 0"

7' - 6"

5' - 3"

12' - 9"

SHEET NUMBER

18' - 0"

72' - 0"

Upper Level Plan SCALE: 3/16" = 1'-0"

2 A401

3155 Square Feet

A202

REVISIONS

Ridge Line 32' - 8 15/16"

Stone Veneer

DATE

12 6

12 8

Corner Deck Top Plate 5' - 0"

Corner Deck -5' - 0"

Basement -12' - 8" TOF (WALKOUT) -16' - 0"

Front Elevation

SHEET TITLE

SCALE: 3/16" = 1'-0"

5000 S. Red Creek Road Fruitland, UT 84072 DRAWN BY:

Front/Rear Elevations

DATE:

Main Level 0' - 0" TOW -1' - 0"

Stone Veneer

June 2009

Main Level Top Plate 8' - 0"

8

CHECKED BY:

12

DRAWINGS FOR:

Upper Level 9' - 0"

12 3

T. Munford

Upper Level Knee Wall 14' - 0"

N. Thomas

Upper Level Top Plate 17' - 0" Metal Roofing

Last Resort Ranch

Top Plate (Master) 25' - 6" Top Plate (Great Rm) 23' - 0"

9" Log Siding

12 6

9" Log Siding Metal Roofing

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

ELEVATION NOTES 1. THESE ELEVATIONS ARE GRAPHIC REPRESENTATIONS ONLY. 2. APPROXIMATE FINAL GRADE SHOWN WILL BE DETERMINED ON SITE PER OWNER & LOCAL CODE REQUIREMENTS. 3. SOME RAILING IS OMITTED ON ELEVATIONS (FOR CLARITY). REFER TO FLOOR PLANS FOR LOCATIONS OF RAILINGS.

Rear Elevation SCALE: 3/16" = 1'-0"

4. WEATHER-RESISTIVE BARRIER AND FLASHING INSPECTION REQUIRED ON EXTERIOR WALL ENVELOPE. (R109.1.5) 5. INSPECTIONS ARE REQUIRED FOR ALL STUCCO AND EIFS SYSTEMS. PROVIDE ICBO EVALUATION REPORT (OR EQUAL) FOR ANY SUCH SYSTEM USED.

SHEET NUMBER

A301

REVISIONS DATE DRAWINGS FOR:

Right Elevation

CHECKED BY:

Side Elevations

DATE:

8

5000 S. Red Creek Road Fruitland, UT 84072

Metal Roofing 12 3

12

June 2009

9" Log Siding

T. Munford

12 6

Last Resort Ranch

Stone Veneer

DRAWN BY:

N. Thomas

SHEET TITLE

SCALE: 1/8" = 1'-0"

Stone Veneer 12 8

12 6

Metal Roofing

9" Log Siding

12 3

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

ELEVATION NOTES 1. THESE ELEVATIONS ARE GRAPHIC REPRESENTATIONS ONLY. 2. APPROXIMATE FINAL GRADE SHOWN WILL BE DETERMINED ON SITE PER OWNER & LOCAL CODE REQUIREMENTS. 3. SOME RAILING IS OMITTED ON ELEVATIONS (FOR CLARITY). REFER TO FLOOR PLANS FOR LOCATIONS OF RAILINGS.

Left Elevation

4. WEATHER-RESISTIVE BARRIER AND FLASHING INSPECTION REQUIRED ON EXTERIOR WALL ENVELOPE. (R109.1.5)

SCALE: 1/8" = 1'-0" 5. INSPECTIONS ARE REQUIRED FOR ALL STUCCO AND EIFS SYSTEMS. PROVIDE ICBO EVALUATION REPORT (OR EQUAL) FOR ANY SUCH SYSTEM USED.

SHEET NUMBER

A302

REVISIONS

DATE: CHECKED BY:

T. Munford N. Thomas

DRAWN BY:

June 2009

5000 S. Red Creek Road Fruitland, UT 84072

DATE

Last Resort Ranch

DRAWINGS FOR:

3D View - Exterior SHEET TITLE

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

SHEET NUMBER

A303

REVISIONS

DATE: CHECKED BY:

T. Munford N. Thomas

DRAWN BY:

June 2009

5000 S. Red Creek Road Fruitland, UT 84072

DATE

Last Resort Ranch

DRAWINGS FOR:

3D Views - Interior SHEET TITLE

3D Great Room SCALE:

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

3D - Loft SCALE:

SHEET NUMBER

A304

REVISIONS

Ridge Beam (Per Plan)

DATE

Ridge Line 32' - 8 15/16"

Upper Level Top Plate 17' - 0" Upper Level Knee Wall 14' - 0"

12' - 2"

6'-8" Head Clearance Stair Info: - 22 Risers @ 7 3/16" - 21 Treads @ 11"

Handrail 36" Above Tread

Corner Deck -5' - 0"

DATE:

3

Foundation (Per Plan)

Stair Section 1 3/16" = 1'-0"

Grade Basement -12' - 8" TOF (WALKOUT) -16' - 0" Footings (Per Plan) Building Section 1 3/16" = 1'-0"

SHEET TITLE

1

Ridge Beam (Per Plan)

DRAWN BY:

Foundation (Per Plan)

Building Sections

11' - 8"

Main Level 0' - 0" TOW -1' - 0"

CHECKED BY:

Beam (Per Plan)

8' - 0"

Floor Joists (Per Plan)

Upper Level 9' - 0" Main Level Top Plate 8' - 0" Corner Deck Top Plate 5' - 0"

DRAWINGS FOR:

7 3/16"

11"

Rafters (Per Plan)

June 2009

8' - 0"

7 3/16"

11"

T. Munford

Handrail 36" Above Tread

Top Plate (Great Rm) 23' - 0"

N. Thomas

Top Plate (Master) 25' - 6"

5000 S. Red Creek Road Fruitland, UT 84072

Stair Info: - 15 Risers @ 7 3/16" - 14 Treads @ 11"

Rafters (Per Plan)

Last Resort Ranch

Truss (Beyond)

Trusses

Decorative Knee Braces Stair Info: - 15 Risers @ 7 3/16" - 14 Treads @ 11" Handrail 36" Above Tread

7 3/16"

11"

8' - 0"

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555

8' - 0"

Floor Joists (Per Plan)

Grade 7 1/4"

6'-8" Head Clearance 11' - 8"

11' - 8"

Foundation (Per Plan)

12' - 2"

Deck Joists (Per Plan)

Grade Foundation (Per Plan) Footing (Per Plan) Footings (Per Plan)

2

Building Section 2 1/8" = 1'-0"

© COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC.

11"

Stair Info: - 21 Risers @ 7 1/4" - 20 Treads @ 11"

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

Handrail 36" Above Tread

Footing (Per Plan)

Min. 4" Concrete Slab Floor

4

Stair Section 2 3/16" = 1'-0"

SHEET NUMBER

A401

REVISIONS

Checker

DATE: CHECKED BY: DRAWN BY:

SHEET TITLE

Corner Porch

12' - 0 1/4" 9' - 1 5/8"

12' - 0 1/4"

10' - 1 3/8"

Author

" -0

12/04/09

5000 S. Red Creek Road Fruitland, UT 84072

DATE

Last Resort Ranch

DRAWINGS FOR:

7' - 3 1/4" ' 17

' 17 " -0

' 17

" -0

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

6' - 8 1/2"

Corner Deck SCALE: 1/2" = 1'-0"

12' - 0 1/4"

12' - 0 1/4"

SHEET NUMBER

B101

REVISIONS

GAS LENGTH (ft) (in)

CFH SIZE

35,000 65,000 100,000 100,000 50,000 50,000 40,000 40,000

1000 1000 1000 1000 1000 1000 1000 1000

35 65 100 100 50 50 40 40

GFCI

Dryer Range Furnace Furnace Water Heater (50) Water Heater (50) Gas Fireplace Gas Fireplace

GFCI

ROOF SNOWMELT

GFCI

E3. E4. E5. E6.

E7.

E8. E9. E10.

GFCI

GFCI

E11. METERS GENERATOR

E12. E13.

GFCI

E14.

DATE:

GFCI

GFCI

CHECKED BY:

GFCI

GFCI

T. Munford

GFCI

E2. GFCI

PLEASE CONTACT ELECTRICIAN & LOG STACKER PRIOR TO CONSTRUCTION OF BUILDING TO ENSURE ACCURACY OF ALL ELECTRICAL WIRING. ELECTRICAL WIRING ON THESE PRINTS ARE USED AS A GUIDE ONLY. CONSULT ELECTRICIAN FOR PROPER PLACEMENT OF ELECTRICAL FIXTURES. ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, IN GARAGES, BATHS, UNFINISHED BASEMENTS AND OUTSIDE RECEPTACLES SHALL BE GFCI PROTECTED (IRC E3802). EXTERIOR OUTLETS SHALL HAVE WATERPROOF COVERINGS. ALL ELECTRICAL OUTLET BRANCH CIRCUITS IN ALL BEDROOMS TO BE PROVIDED W/ ARC FAULT PROTECTION. PROVIDE SMOKE DETECTORS CONFORMING TO IRC SECTION R313. ALL LEVELS, ALL BEDROOMS, ACCESS TO ALL BEDROOMS, AND IN ALL ROOMS WITH SLOPED CEILINGS NEXT TO HALLS SERVING BEDROOMS. ALL SMOKE DETECTORS SHALL BE WIRED IN SERIES W/ BATTERY BACK UP. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT ACTUATION OF ONE SHALL ACTUATE ALL SMOKE DETECTORS. (R313.1-2) CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON EACH HABITABLE LEVEL OF A DWELLING UNIT EQUIPPED WITH A FUEL BURNING APPLIANCE AND SHALL BE INTERCONNECTED W/ SMOKE DETECTORS & HARD WIRED W/ BATTERY BACK-UP. (R313.2 AS AMENDED BY STATE). ALL BATHROOM FANS TO BE VENTED TO EXTERIOR AT A RATE OF 50 CUBIC FEET PER MINUTE FOR INTERMITTENT OR 20 CUBIC FEET PER M INUTE FOR CONTINUOUS VENTILATION (IRC R303.3). COPPER GROUND ROD TO BE 1/2" x 8" DRIVEN VERTICALLY INTO GROUND BELOW METER BASE/DISCONNECT LOCATION FOR GROUNDING AND BONDING OF ALL METAL PIPING INCLUDING GAS ALL RECEPTACLES SERVICING UNFINISHED BASEMENTS TO BE GFCI PROTECTED. ELECTRICAL PANELS MUST HAVE 30" WIDE BY 36" DEEP WORKING SPACE & 6'-6" HEADROOM. PROVIDE PROPER FIRE RATING FOR BOXES FACING INTO GARAGES. ALL SPAS AND HOT TUBS SHALL COMPLY WITH THE CURRENT INTERNATIONAL RESIDENTIAL CODE, SPECIFICALLY EQUIPMENT LOCATION AND CLEARANCES SHALL COMPLY WITH E4103. PROVIDE A COMFORT HEATING SYSTEM CAPABLE OF MAINTAINING 68 DEGREES F AT A POINT 36 INCHES ABOVE THE FLOOR IN ALL ROOMS (IRC R303.8). OUTLETS ARE REQUIRED TO BE INSTALLED SO THAT NO POINT ALONG WALLS IS MORE THAN 6 FEET FROM AN OUTLET.

DRAWN BY:

E1.

N. Thomas

W/D

Basement Electrical Plan

W/D

SHEET TITLE

W/D

June 2009

GENERAL ELECTRICAL NOTES W/D

ELECTRICAL PANELS

GENERATOR

DRAWINGS FOR:

-MAIN LINE TO BE 1"DIAM. BLK -PROVIDE A SHUT OFF VALVE WITHIN 6" OF ALL GAS APPLIANCES (IRC G2420.5)

GFCI

GFCI

290 50

GAS PIPELINE SPECIFICATIONS

Utility

BOILER

290,000

1/2 3/4 1 1 3/4 3/4 1/2 1/2

5000 S. Red Creek Road Fruitland, UT 84072

BTU BTU

8 5 7 2 6 1 3 4

Last Resort Ranch

LOC APPLIANCE

TOTALS LONGEST RUN

GFCI

VACUUMS

GFCI

FREEZER

TV / SECURITY

COOLER

GFCI

FIRE

GAS APPLIANCE SCHEDULE

GFCI

GFCI

RADIANT FLOOR HEAT

GFCI

GFCI

GFCI

TO ENSURE ACCURACY OF ELECTRICAL WIRING, PLEASE CONTACT ELECTRICIAN PRIOR TO CONSTRUCTION OF BUILDING. ELECTRICAL WIRING ON THESE PLANS ARE A GUIDE ONLY. CONSULT ELECTRICIAN FOR PROPER PLACEMENT OF ELECTRICAL FIXTURES.

DATE

GFCI

S/C

S/C

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555

ELECTRICAL SYMBOL SCHEDULE - 110 Volt Outlet

- Wall Light Outlet

- 220 Volt Outlet

- Recessed Lighting

- GCFI 110 Volt Outlet

- Electric Vent & Light Combo

© COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

220

NOTE: ELECTRICAL PLANS ARE TO BE USED AS GUIDES ONLY. FINAL PLACEMENT OF FIXTURES, OUTLETS, ETC. TO BE DETERMINED BY WALK-THROUGH WITH HOME OWNER AND CONTRACTOR AND ARE TO MEET CURRENT CODES.

GFCI

- AFI 110 Volt Outlet AFI

Basement Electrical Plan

- Standard Single Light Switch

SCALE: 3/16" = 1'-0"

- Ceiling Light Outlet S/C

- Smoke/Carbon Monoxide Detector

- Ceiling Fan & Light Combo

- Fluorescent Light

SHEET NUMBER

E101

- Wall Light Outlet

- 220 Volt Outlet

- Recessed Lighting

- GCFI 110 Volt Outlet

- Electric Vent & Light Combo

REVISIONS

ELECTRICAL SYMBOL SCHEDULE - 110 Volt Outlet

DATE

220

GFCI

- AFI 110 Volt Outlet AFI

SD

E4. E5. E6.

GFCI

Clothes

Clothes

GFCI

E7.

Clothes

GFCI

Clothes

SD

GFCI

E8. SD

SD

E9. E10. E11. E12. E13. REF.

GFCI

E14.

5000 S. Red Creek Road Fruitland, UT 84072

DRAWINGS FOR:

220

REF.

DATE:

E3.

SD

June 2009

E2.

SD

S/C

PLEASE CONTACT ELECTRICIAN & LOG STACKER PRIOR TO CONSTRUCTION OF BUILDING TO ENSURE ACCURACY OF ALL ELECTRICAL WIRING. ELECTRICAL WIRING ON THESE PRINTS ARE USED AS A GUIDE ONLY. CONSULT ELECTRICIAN FOR PROPER PLACEMENT OF ELECTRICAL FIXTURES. ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, IN GARAGES, BATHS, UNFINISHED BASEMENTS AND OUTSIDE RECEPTACLES SHALL BE GFCI PROTECTED (IRC E3802). EXTERIOR OUTLETS SHALL HAVE WATERPROOF COVERINGS. ALL ELECTRICAL OUTLET BRANCH CIRCUITS IN ALL BEDROOMS TO BE PROVIDED W/ ARC FAULT PROTECTION. PROVIDE SMOKE DETECTORS CONFORMING TO IRC SECTION R313. ALL LEVELS, ALL BEDROOMS, ACCESS TO ALL BEDROOMS, AND IN ALL ROOMS WITH SLOPED CEILINGS NEXT TO HALLS SERVING BEDROOMS. ALL SMOKE DETECTORS SHALL BE WIRED IN SERIES W/ BATTERY BACK UP. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT ACTUATION OF ONE SHALL ACTUATE ALL SMOKE DETECTORS. (R313.1-2) CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON EACH HABITABLE LEVEL OF A DWELLING UNIT EQUIPPED WITH A FUEL BURNING APPLIANCE AND SHALL BE INTERCONNECTED W/ SMOKE DETECTORS & HARD WIRED W/ BATTERY BACK-UP. (R313.2 AS AMENDED BY STATE). ALL BATHROOM FANS TO BE VENTED TO EXTERIOR AT A RATE OF 50 CUBIC FEET PER MINUTE FOR INTERMITTENT OR 20 CUBIC FEET PER M INUTE FOR CONTINUOUS VENTILATION (IRC R303.3). COPPER GROUND ROD TO BE 1/2" x 8" DRIVEN VERTICALLY INTO GROUND BELOW METER BASE/DISCONNECT LOCATION FOR GROUNDING AND BONDING OF ALL METAL PIPING INCLUDING GAS ALL RECEPTACLES SERVICING UNFINISHED BASEMENTS TO BE GFCI PROTECTED. ELECTRICAL PANELS MUST HAVE 30" WIDE BY 36" DEEP WORKING SPACE & 6'-6" HEADROOM. PROVIDE PROPER FIRE RATING FOR BOXES FACING INTO GARAGES. ALL SPAS AND HOT TUBS SHALL COMPLY WITH THE CURRENT INTERNATIONAL RESIDENTIAL CODE, SPECIFICALLY EQUIPMENT LOCATION AND CLEARANCES SHALL COMPLY WITH E4103. PROVIDE A COMFORT HEATING SYSTEM CAPABLE OF MAINTAINING 68 DEGREES F AT A POINT 36 INCHES ABOVE THE FLOOR IN ALL ROOMS (IRC R303.8). OUTLETS ARE REQUIRED TO BE INSTALLED SO THAT NO POINT ALONG WALLS IS MORE THAN 6 FEET FROM AN OUTLET.

SHEET TITLE

GFCI

GFCI

GENERAL ELECTRICAL NOTES E1.

CHECKED BY:

GFCI

LINEN

T. Munford

- Fluorescent Light

DRAWN BY:

- Smoke/Carbon Monoxide Detector

N. Thomas

S/C SD

SD

Last Resort Ranch

- Ceiling Fan & Light Combo

- Ceiling Light Outlet

Main Level Electrical Plan

- Standard Single Light Switch

GFCI

OVENS

GFCI

GFCI

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC.

GFCI D/W

D/W

GFCI

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

NOTE: ELECTRICAL PLANS ARE TO BE USED AS GUIDES ONLY. FINAL PLACEMENT OF FIXTURES, OUTLETS, ETC. TO BE DETERMINED BY WALK-THROUGH WITH HOME OWNER AND CONTRACTOR AND ARE TO MEET CURRENT CODES.

Main Level Electrical Plan SCALE: 3/16" = 1'-0"

SHEET NUMBER

E102

- Wall Light Outlet

- 220 Volt Outlet

- Recessed Lighting

- GCFI 110 Volt Outlet

- Electric Vent & Light Combo

REVISIONS

ELECTRICAL SYMBOL SCHEDULE - 110 Volt Outlet

DATE

220

GFCI

- AFI 110 Volt Outlet AFI

GFCI

S/C

SD

E7. SD

E8. GFCI

E9. SD

E10. GFCI

E11. E12. SD

E13. E14.

5000 S. Red Creek Road Fruitland, UT 84072 DATE:

June 2009

GFCI

E6.

CHECKED BY:

GFCI

E4. E5. GFCI

T. Munford

E3.

DRAWN BY:

E2.

N. Thomas

GFCI

PLEASE CONTACT ELECTRICIAN & LOG STACKER PRIOR TO CONSTRUCTION OF BUILDING TO ENSURE ACCURACY OF ALL ELECTRICAL WIRING. ELECTRICAL WIRING ON THESE PRINTS ARE USED AS A GUIDE ONLY. CONSULT ELECTRICIAN FOR PROPER PLACEMENT OF ELECTRICAL FIXTURES. ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, IN GARAGES, BATHS, UNFINISHED BASEMENTS AND OUTSIDE RECEPTACLES SHALL BE GFCI PROTECTED (IRC E3802). EXTERIOR OUTLETS SHALL HAVE WATERPROOF COVERINGS. ALL ELECTRICAL OUTLET BRANCH CIRCUITS IN ALL BEDROOMS TO BE PROVIDED W/ ARC FAULT PROTECTION. PROVIDE SMOKE DETECTORS CONFORMING TO IRC SECTION R313. ALL LEVELS, ALL BEDROOMS, ACCESS TO ALL BEDROOMS, AND IN ALL ROOMS WITH SLOPED CEILINGS NEXT TO HALLS SERVING BEDROOMS. ALL SMOKE DETECTORS SHALL BE WIRED IN SERIES W/ BATTERY BACK UP. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCH THAT ACTUATION OF ONE SHALL ACTUATE ALL SMOKE DETECTORS. (R313.1-2) CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON EACH HABITABLE LEVEL OF A DWELLING UNIT EQUIPPED WITH A FUEL BURNING APPLIANCE AND SHALL BE INTERCONNECTED W/ SMOKE DETECTORS & HARD WIRED W/ BATTERY BACK-UP. (R313.2 AS AMENDED BY STATE). ALL BATHROOM FANS TO BE VENTED TO EXTERIOR AT A RATE OF 50 CUBIC FEET PER MINUTE FOR INTERMITTENT OR 20 CUBIC FEET PER M INUTE FOR CONTINUOUS VENTILATION (IRC R303.3). COPPER GROUND ROD TO BE 1/2" x 8" DRIVEN VERTICALLY INTO GROUND BELOW METER BASE/DISCONNECT LOCATION FOR GROUNDING AND BONDING OF ALL METAL PIPING INCLUDING GAS ALL RECEPTACLES SERVICING UNFINISHED BASEMENTS TO BE GFCI PROTECTED. ELECTRICAL PANELS MUST HAVE 30" WIDE BY 36" DEEP WORKING SPACE & 6'-6" HEADROOM. PROVIDE PROPER FIRE RATING FOR BOXES FACING INTO GARAGES. ALL SPAS AND HOT TUBS SHALL COMPLY WITH THE CURRENT INTERNATIONAL RESIDENTIAL CODE, SPECIFICALLY EQUIPMENT LOCATION AND CLEARANCES SHALL COMPLY WITH E4103. PROVIDE A COMFORT HEATING SYSTEM CAPABLE OF MAINTAINING 68 DEGREES F AT A POINT 36 INCHES ABOVE THE FLOOR IN ALL ROOMS (IRC R303.8). OUTLETS ARE REQUIRED TO BE INSTALLED SO THAT NO POINT ALONG WALLS IS MORE THAN 6 FEET FROM AN OUTLET.

DRAWINGS FOR:

E1. GFCI

- Fluorescent Light

GENERAL ELECTRICAL NOTES

SD

SD

- Smoke/Carbon Monoxide Detector

SHEET TITLE

S/C

Last Resort Ranch

- Ceiling Fan & Light Combo

- Ceiling Light Outlet

Upper Level Electrical Plan

- Standard Single Light Switch

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC. ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

Upper Level Electrical Plan SCALE: 3/16" = 1'-0"

NOTE: ELECTRICAL PLANS ARE TO BE USED AS GUIDES ONLY. FINAL PLACEMENT OF FIXTURES, OUTLETS, ETC. TO BE DETERMINED BY WALK-THROUGH WITH HOME OWNER AND CONTRACTOR AND ARE TO MEET CURRENT CODES.

SHEET NUMBER

E103

ENGINEER:

SJP

Date

DESIGNER:

GEJ

Description No. JOIST TO SILL PLATE OR GIRDER (TOENAIL)

2.

REINFORCING STEEL

3.

BRIDGING TO JOIST (TOENAIL EA. END)

4.

BOTTOM PLATE TO JOIST OR BLOCKING (FACE NAIL)

(3) 16d @ 16" O.C.

3.

WELDED BARS AND ANCHORS ASTM A706, GRADE 60

5.

TOP PLATE TO STUD (END NAIL)

(2) 16d

6.

STUD TO BOTTOM PLATE

(4) 8d TOENAIL or (2) 16d ENDNAIL

7.

DOUBLE STUDS (FACENAIL)

16d @ 24" O.C.

8.

DOUBLE TOP PLATES (FACE NAIL)

16d @ 16" O.C.

40 psf 15 psf

4.

WELDED WIRE AND FABRIC

ASTM A185

5.

TUBES

ASTM A500, Fy=46 KSI

3. WIND PRESSURE A) BASIC WIND SPEED B) BUILDING CATEGORY C) IMPORTANCE FACTOR, Iw D) EXPOSURE CLASSIFICATION E) ENCLOSURE CLASSIFICATION

90 MPH II 1.0 C ENCLOSED

6.

STEEL SHAPES

4. SEISMIC LOADS A) SEISMIC DESIGN CATEGORY B) SITE CLASS C) IMPORTANCE FACTOR, Ie D) MAPPED SPECTRAL RESPONSE ACCELERATION Ss S1 E) SPECTRAL RESPONSE COEFFICIENT Sds Sd1 F) RESPONSE MODIFICATION FACTOR, R

D D 1.0

W SHAPES: ASTM A992, Fy=50 KSI OTHER SHAPES: ASTM A36, Fy=36 KSI PLATES: ASTM A36, Fy=36 KSI

7.

WELDED CONNECTIONS

8.

BOLTS ASTM A325N

9.

ANCHOR BOLTS

ASTM A307 or ASTM A36

10.

EXPANSION BOLTS

RED-HEAD ANCHORS, WEDGE-ALL ANCHORS, OR NATIONAL FASTENERS. PROVIDE ICBO REPORT FOR EXPANSION ANCHORS USED.

0.6 _____ 0.53 _____

11.

DIMENSIONAL FRAMING LUMBER (M.C. NOT TO EXCEED 19%)

6.5

FOUNDATION-FOOTINGS: 1. PROJECT GEOTECHNICAL REPORT NOT PROVIDED.

12.

13.

POSTS (2005 NDS) (POSTS AND TIMBERS) (M.C. NOT TO EXCEED 19%)

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE IN TERNATIONAL BUILDING CODE AND LOCAL CODES.

2.

ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL OR FILL PER GEOTECHNICAL REPORT.

3.

CONTRACTOR SHALL FIELD VERIFY ACTUAL SOILS CONDITIONS BY WAY OF A GEO TECHNICAL SOILS REPORT. ALLOWABLE SOIL BEARING PRESSURE USED PER DESIGN = 1500 PSF.

4.

CONTRACTOR TO CONTACT ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH WORK IF EXPANSIVE CLAY, ORGANIC DEBRIS, OR EXCESSIVE GROUND WATER IS DISCOVERED DURING EXCAVATION.

5.

CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IF THE SOIL AT FOOTING ELEVATIONS IS OF QUESTIONABLE BEARING.

6.

FOOTINGS TO BEAR AT FROST DEPTH, A MINIMUM OF 36" BELOW FINISHED GRADE.

7.

TOP OF FOUNDATION WALLS TO BE A MINIMUM OF 6" ABOVE FINISHED GRADE.

8.

BLOCK OUT OPENINGS FOR GARAGE DOORS AS REQUIRED.

9.

ALL FOUNDATIONS WILL BE CENTERED ON WALLS OR COLUMNS U.N.O.

10.

PROVIDE A WATERPROOFING FOUNDATION COATING ON CONCRETE FOUNDATION WALLS BELOW GRADE.

11.

ANCHOR BOLTS DISTANCE FROM EDGE OF FOUNDATION WALLS: FOUNDATION WALLS: 3" WALLS WITH BRICK OR STONE VENNER: 5"

12.

THE MAXIMUM SLOPE BETWEEN ADJACENT FOOTINGS OR EXCAVATIONS SHALL NOT EXCEED ON VERTICAL TO TWO HORIZONTAL. STEP FOOTING AS NECESSARY TO MAINTAIN THIS SLOPE.

13.

PROVIDE A U-FER GROUND AT PROPOSED LOCATION ON ELECTRICAL PLANS.

14.

INSTALL (2) ANCHOR BOLTS 12" APART EVERY 14' OF FOUNDATION WALL FOR SILL PLATE SPLICE.

15.

REFER TO ANCHOR BOLT SCHEDULE AND SHEAR WALL LOCATION SCHEDULE FOR ANCHOR BOLT PLACEMENT, SIZE AND SPACING.

DOUGLAS FIR-LARCH #2 OR BETTER Fb = 900 psi Fcr = 625 psi Fv = 180 psi Fcq = 1,350 psi E = 1,600,000 psi

DOUGLAS FIR-LARCH #1 OR BETTER Fb = 1,200 psi Fcq = 1,000 psi

DOUGLAS FIR-LARCH #1 OR BETTER Fb = 1,350 psi Fcr = 625 psi Fv = 170 psi Fcq = 925 psi E = 1,600,000 psi 14.

15.

9.

TOP PLATES, LAPS & INTERSECTIONS (FACE NAIL)

(2) 16d @ 12" O.C.

10.

CONTINUOUS HEADER (2 PIECES)

16d @ 16" O.C. ALONG EACH EDGE

11.

ROOF JOIST TO PLATE (TOENAIL)

(3) 8d

12.

CONTINUOUS HEADER TO STUD (TOENAIL)

(4) 8d

13.

ROOF JOISTS, LAPS OVER PARTITIONS (FACE NAIL)

14.

ROOF JOISTS TO PARALLEL RAFTERS (FACE NAIL)

(3) 16d

15.

BUILT-UP CORNER STUDS & COLUMNS

16d @ 24" O.C.

16.

BUILT-UP BEAMS (FACE NAIL AT TOP & BOTTOM STAGGERED ON OPPOSITE SIDES)

17.

RIM JOIST TO TOP PLATE (TOENAIL)

TIMBER MEMBERS (2005 NDS) DOUGLAS FIR-LARCH #2 OR BETTER (BEAMS AND STRINGERS) Fb = 875 psi Fcr = 625 psi (M.C. NOT TO EXCEED 19%) Fv = 170 psi Fcq = 600 psi E = 1,300,000 psi

FOUNDATION NOTES: 1.

E70XX ELECTRODES

LVL MEMBERS (I-LEVEL TRUS JOIST OR EQUIVALENT) GLU-LAM BEAMS (2005 NDS)

Fb = 2600 psi Fv = 285 psi E = 1,800,000 psi 24F-V4 DF/DF Fb = 2,400 psi Fv = 265 psi E = 1,800,000 psi

Fcr = 750 psi Fcq = 2,510 psi

JOISTS

17.

LOG MEMBERS DOUGLAS FIR-LARCH #1 OR BETTER (T.P.I. GRADED AND STAMPED) Fb = 1200 psi Fcr = 625 psi (M.C. NOT TO EXCEED 19%) Fv = 180 psi Fcq = 1,550 psi E = 1,800,000 psi

EXTERIOR WALL SHEATHING: 7/16" STRUCTURAL "I" RATED PANELS 8d COMMON @ 4" O.C. AT PANEL EDGES, 8d COMMON @ 12" O.C. FIELD. BLOCK ALL SHEATHING EDGES w/ 2" NOMINAL BLOCKING. (TYPICAL UNLESS NOTED OTHERWISE ON SHEAR WALL SCHEDULE) INTERIOR WALL SHEATHING: 1/2" GYPSUM WALL BOARD #6 x 11/4" SCREWS @ 4" O.C. AT PANEL EDGES & 8" O.C. FIELD. (U.N.O.)

(3) 16d

CONCRETE NOTES 1.

ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE AND LOCAL CODES.

20d @ 32" O.C.

2.

REINFORCED CONCRETE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 318-08.

16d @ 6" O.C.

3.

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING CONSTRUCTION.

4.

ALL SLABS ON GRADE ARE TO BE PLACED ON COMPACTED BACKFILL.

5.

ALL REINFORCING STEEL SHALL BE NEW GRADE 60 DEFORMED BARS AND SHALL BE TIED IN PLACE PRIOR TO POURING CONCRETE.

6.

REINFORCING STEEL CONCRETE COVER:

1.

PROVIDE BLOCKING BETWEEN JOISTS OVER BEARING WALLS AND OVER FOUNDATION AT BAY WINDOWS AND FLOOR CANTILEVERS.

2.

FLOOR SHEATHING TO BE INSTALLED PERPENDICULAR TO FLOOR JOISTS.

3.

USE SIMPSON ITT2 OR IUS HANGERS AT JOIST TO BEAM CONNECTIONS.

4.

USE SIMPSON HHUS HANGERS OR APPROVED EQUAL AT BEAM TO BEAM CONNECTIONS (U.N.O.).

I-LEVEL TRUS JOIST, LOUISIANA PACIFIC, OR EQUIV. (INSTALL PER MFR's SPEC's)

18. ERRORS AND OMISSION WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER, IN WRITING AND WRITTEN INSTRUCTION SHALL BE OBTAINED PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY ERRORS, DISCREPANCIES OR OMISSIONS FOR WHICH THE CONTRACTOR FAILED TO NOTIFY THE ENGINEER PRIOR TO CONSTRUCTION AND OR FABRICATION OF THE WORK.

ROOF SHEATHING: 5/8" (40/20) APA RATED SHEATHING 8d COMMON @ 6" O.C. AT PANEL EDGES, 8d COMMON @ 12" O.C. FIELD.

FLOOR FRAMING NOTES:

Fcr = 650 psi Fcq = 1,650 psi

16.

(2) 8d

SHEATHING NOTES: FLOOR SHEATHING: 3/4" (48/24) APA RATED T&G SUBFLOOR 10d COMMON @ 6" O.C. AT PANEL EDGES, 10d COMMON @ 10" O.C. FIELD. ATTACH PANEL TO FRAMEWORK w/ A CONTINUOUS BEAD OF CONSTRUCTION ADHESIVE OR AS REQ'D BY FINISH FLOOR MATERIAL.

ROOF FRAMING NOTES 1.

ALL TRUSSES TO BE SECURED ON EACH END w/ SIMPSON H-1 CLIPS AND GIRDER TRUSSES w/ LGT HOLDOWNS AT EACH END (U.N.O.).

2.

PROVIDE SOLID BLOCKING BETWEEN TRUSSES AND RAFTERS OVER BEARING WALLS.

3.

USE SIMPSON ITT TOP FLANGE HANGERS AT ALL RAFTER TO BEAM CONNECTIONS (U.N.O.).

4.

PROVIDE SOLID BLOCKING UNDER ALL GIRDER TRUSSES AND BEAMS TO FOUNDATION.

5.

TRUSS BLOCKING SHALL BE NAILED SOLID TO SHEATHING WITH NAILING THROUGH SHEATHING INTO BLOCKING.

6.

VALLEY AND HIP RAFTERS ARE NOT TO BE LESS THAN 2" THICK AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER.

SURFACE CAST AGAINST EARTH:

3"

FORMED SURFACES IN CONTACT WITH EARTH OR EXPOSED TO WEATHER: #5 OR SMALLER: 2" #6 OR LARGER: 11/2" FORMED SURFACES NOT IN CONTACT WITH EARTH OR EXPOSED TO WEATHER WALLS, SLABS, JOISTS: 3/4" 7.

TOP OF FOUNDATION WALLS TO BE A MINIMUM OF 6" ABOVE FINISHED GRADE.

8.

BLOCK OUT OPENINGS FOR GARAGE DOORS AS REQUIRED.

9.

ALL CONCRETE EXPOSED TO FREEZING AND THAWING SHALL CONTAIN 5-7% ENTRAINED AIR.

10.

ALUMINUM CONDUIT OR PIPING MAY NOT BE EMBEDDED IN ANY CONCRETE.

11.

CALCIUM CHLORIDE IS NOT ALLOWED AS AN ADDITIVE TO CONCRETE MIX.

Drawings for:

#4-#10 BARS: ASTM A615, GRADE 60 #3 BARS: ASTM A185, GRADE 40 MESH: ASTM A185

2. FLOOR A) LIVE LOAD B) DEAD LOAD

(3) 8d

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

ALL NAILS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE.

2.

5000 S. Red Creek Road Fruitland, UT 84072

1.

PARK ENGINEERING, LLC

CONCRETE SLABS 3000 psi @ 28 DAYS ELSEWHERE 3000 psi @ 28 DAYS

Last Resort Ranch

106 psf 1.0 151 psf 1.0

NAILING SCHEDULE (U.N.O.):

STRUCTURAL MATERIALS: 1.

DESIGN LOADS: LOADS USED IN DESIGN: 1. ROOF A) FLAT ROOF SNOW LOAD, Pf B) SNOW EXPOSURE COEFFICIENT, Ce C) GROUND SNOW LOAD, Pg D) IMPORTANCE FACTOR, I

STRUCTURAL NOTES

GENERAL STRUCTURAL NOTES: DESIGN CODE: 2006 INTERNATIONAL BUILDING CODE

SHEET:

S0 PROJECT ID: SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

1/4" = 1'-0" 1/4/2013 5:56:41 PM

F1

F6

F6

F5

13' - 11"

13' - 11"

5' - 9"

F1

AB-3

65' - 0"

WALL 29

AB-2

9' - 1"

TOF -16' - 0" 17' - 0"

12' - 0"

12' - 0"

12' - 0"

17' - 0"

F1

2x6

24" O.C.

2x6

AB-3

5/8"

x 12" ANCHOR BOLT

16" O.C.

2x6

AB-4

5/8"

x 12" ANCHOR BOLT

12" O.C.

2x6

AB-5

5/8"

x 12" ANCHOR BOLT

24" O.C.

3x6

AB-6

5/8"

x 12" ANCHOR BOLT

12" O.C.

3x6

12" x 12' WALL

T. Munford ENGINEER: DESIGNER:

- #4 @ 12" O.C. VERTICALS - #4 @ 12" O.C. HORIZONTALS - (2) #4 WITHIN 5" OF TOP & BOTTOM OF WALL

12' - 0"

13' - 10"

F6

12' - 0"

TOS -13' - 2"

F6

F6 F1

F2 F7

F6

F6

F6

F6

Drawings for:

F5

6' - 0"

6' - 0"

9' - 0"

3' - 0"

20' - 0"

9' - 0"

F7

3' - 8"

AB-6

24x24x10 FOOTING

6' - 6"

F8

F2

F8

AB-6

12' - 0"

12' - 0"

18' - 0"

14' - 0"

AB-3

F2

AB-3

20' - 0"

3' - 0"

14' - 0"

20' - 0"

TOS -13' - 2"

Last Resort Ranch

F6

6' - 0"

TOF -16' - 0"

F10 F6

12' - 9"

6' - 0"

TOF -13' - 6"

5000 S. Red Creek Road Fruitland, UT 84072

TOF -16' - 0"

F2

FOUNDATION/FOOTING PLAN

F9

AB-2

8' - 9"

AB-2

3' STEM WALL TO COLUMN

8' - 9"

TOW -13' - 6"

7' - 10"

13' - 10"

F6

7' - 10"

32" O.C.

x 12" ANCHOR BOLT

ANCHOR BOLT

FOUNDATION WALL REINFORCING 95' - 0"

AB-4

F9

x 12" ANCHOR BOLT

5/8"

1. Minimum Anchor Bolt spacing should be AB-1 unless otherwise specified 2. All Anchor bolts should be embedded a minimum of 7" and should be placed between two rebar. 3. All washers should be a plate washer Simpson BP 5/8-3.

9' - 1"

AB-4

13' - 10"

F3

AB-2

7' - 4"

5' - 5"

AB-4

F9

F4

SILL PLATE

5/8"

AB-2

NOTES:

F6

F3

1' - 0"

13' - 10"

F3

AB-4

0' - 11"

TOF -12' - 8"

F3

15' - 10"

F4

TOF -13' - 0" 65' - 0"

0' - 4" 0' - 11"

15' - 8"

AB-3

0' - 4"

SPACING

AB-1

LOC

11' - 4" F6

Remarks

ANCHOR BOLT SCHEDULE

F8

13' - 11"

F8

Footing Type 42in x 12in x Cont Footing w/ (3) #4 bar 36in x 10in x Cont Footing w/ (3) #4 bar 18in x 18in x Cont Footing w/ (2) #4 bar 30in x 18in x Cont Footing w/ (2) #4 bar 20in x 10in x Cont Footing w/ (2) #4 bar 38in x 38in x 10in Footing w/ (4) #4 bar each way 42in x 42in x 10in Footing w/ (4) #4 bar each way 54in x 54in x 12in Footing w/ (6) #4 bar each way 88in x 88in x 18in Footing w/ (10) #5 bar each way 96in x 96in x 18in Footing w/ (8) #6 bar each way

F6

AB-3

F4

WALL 30

8' - 1"

TOS -12' - 8"

13' - 11"

F1

F4 24' - 3"

WALL 31

35' - 2"

8' - 3"

AB-3

AB-2

AB-2

F6

Footing Name 42 in Strip Footing 36 in Strip Footing 18 in Strip Footing 30 in Strip Footing 20 in Strip Footing 38 in x 38 in Spot Footing 42 in x 42 in Spot Footing 54 in x 54 in Spot Footing 88 in x 88 in Spot Footing 96 in x 96 in Spot Footing

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

F7

F7

F6

F6

FOOTING SCHEDULE Loc F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10

F1

No.

AB-4

PARK ENGINEERING, LLC

10' - 3"

F1

4' - 6"

14' - 6"

AB-4

1' - 8"

F6

1' - 8"

F6

NOTES INTO (2) STUDS MIN. INTO (2) STUDS MIN. INTO (2) STUDS MIN.

Designer

6' - 6"

10' - 0"

10' - 0"

3' - 8"

DESCRIPTION MST 36 STHD 14/14RJ PHD6

Description

4' - 0"

4' - 7" F6

HOLD DOWN SCHEDULE LOC AA BB CC

F1

AB-2

10' - 0" 6' - 0"

18' - 0"

AB-2

F6

AB-6

36' - 0"

12' - 0"

6' - 0"

6' - 0"

4' - 0"

6' - 0"

Date

AB-6

18' - 0"

4' - 0"

F7

12' - 0"

36' - 0"

F7

18' - 0"

20' - 0"

20' - 0"

72' - 0"

24x24x10 FOOTING

SHEET: 6' - 0"

FOUNDATION PLAN SCALE: 3/16" = 1'-0"

F6

10' - 0"

16' - 0"

F8

10' - 0"

F8

6' - 0"

S101 F6 PROJECT ID:

F7

SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

3/16" = 1'-0" 1/4/2013 5:56:42 PM

B-18

BW-3: 2x8 BEARING WALL w/ DF#2 STUDS @ 16" O.C.

TRIPLE JOIST

BW-3: 2x8 BEARING WALL w/ DF#2 STUDS @ 16" O.C.

HANG ALL FJ-2 w/ LUS26

24' - 10"

1 FJ -

24' - 10"

LVL AROUND STAIR OPENING

PROVIDE FULL BLOCKING BETWEEN JOISTS

B-24

B-24

SB-4

(2) LVL UNDER SHEAR WALL

Column Name (2) 2in x 4in DF-L #2 (3) 2in x 4in DF-L #2 (2) 2in x 6in DF-L #2 (3) 2in x 6in DF-L #2 (1) 4in x 4in DF-L #2 (1) 4in x 6in DF-L #2 (1) 6in x 6in DF-L #2 (1) 8in x 8in DF-L #2 Timber

Option: (1) 3.125 x 12 GLB Option: (1) 1.75 x 9.25 LVL

C-7

Column Type (2) 2in x 4in DF-L #2 (3) 2in x 4in DF-L #2 (2) 2in x 6in DF-L #2 (3) 2in x 6in DF-L #2 (1) 4in x 4in DF-L #2 (1) 4in x 6in DF-L #2 (1) 6in x 6in DF-L #2 (1) 8in x 8in DF-L #2 Timber

Remarks Built-up Column Built-up Column Built-up Column Built-up Column

B-18

24' - 6"

FJ-2

FJ-1

5' - 5"

B-18

C-7

T. Munford

COLUMN SCHEDULE

C-7

FJ-1

15' - 4"

Option: (1) 3.125 x 10.5 GLB

(2) LVL UNDER SHEAR WALL PROVIDE BLOCKING BETWEEN JOISTS C-7

FJ-2

Remarks

Designer

Loc C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8

Trimmer 2 1 2 1 1 1 1 1 1 1 1 1 1 1 2 1 2 1 3 2 1 1 1 1 2 1 1 1 1 1 2 2

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

SB-4

TRIPLE JOIST

Beam Type (1) 5.125 x 15 GLB (1) 5.125 x 12 GLB (1) 5.125 x 15 GLB (3) 2 x 12 DF-L #2 (2) 2 x 8 DF-L #2 (1) 1.75 x 11.875 LVL (3) 2 x 10 DF-L #2 (1) 4 x 12 DF-L #2 (1) 4 x 12 DF-L #2 (1) 4 x 12 DF-L #2 (1) 4 x 12 DF-L #2 (2) 2 x 10 DF-L #2 (2) 2 x 10 DF-L #2 (3) 2 x 10 DF-L #2 (2) 1.75 x 9.25 LVL (2) 2 x 10 DF-L #2 (1) 5.125 x 16.5 GLB (3) 2 x 10 DF-L #2 (3) 1.75 x 11.875 LVL (2) 1.75 x 11.875 LVL (2) 2 x 12 DF-L #2 (1) 1.75 x 11.875 LVL (2) 2 x 10 DF-L #2 (2) 2 x 12 DF-L #2 (3) 2 x 10 DF-L #2 (2) 2 x 10 DF-L #2 (3) 2 x 10 DF-L #2 (1) 3.125 x 9 GLB (1) 3.125 x 9 GLB (1) 3.125 x 9 GLB (1) 5.125 x 9 GLB (2) 1.75 x 11.875 LVL

No.

2x4 BEARING WALL B-18

Beam Name RIDGE BEAM RIDGE BEAM TRUSS BOTTOM CHORD HEADER w/ POINT LOAD 5' HEADER VALLEY RAFTER HEADER w/ POINT LOAD PORCH ROOF BEAMS PORCH RIDGE BEAM TRUSS BOTTOM CHORD PORCH ROOF BEAMS MAIN LEVEL HEADER DOOR HEADER ROOF BEAM FIREPLACE HEADER HIP RAFTERS BEAM OVER DINING 6' DOOR HEADER GIRDER JOIST GIRDER BEAM FLOOR BEAM STAIR OPENING BEAM 4' HEADER GARAGE DOOR HEADERS HEADER w/ POINT LOAD FLOOR BEAM FLOOR BEAM DECK BEAM BEAM NAME DECK BEAM DECK GIRDER BEAM GIRDER JOIST

DESIGNER:

BEAM SCHEDULE Loc B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24 B-25 B-26 B-27 B-28 B-29 B-30 B-31 B-32

ENGINEER:

Date

FJ-2

PARK ENGINEERING, LLC

FJ-2

Description

2x10 LEDGER ATTACHED TO RIM BOARD w/ (2) SIMPSON SDS @ 16" O.C.

B-18

FLOOR JOIST SCHEDULE

(2) LVL UNDER SHEAR WALL

Loc FJ-1 FJ-2 FJ-3

Joist Name 15' FLOOR JOIST 22' FLOOR JOISTS DECK JOISTS

Loc RR-1 RR-2

Rafter Name ROOF RAFTERS PORCH RAFTERS

Joist (1) 11.875in 110 TJI Joist(s) @ 19.2in O.C. (1) 11.875in 360 TJI Joist(s) @ 12in O.C. (1) 2in x 8in DF#2 Joists(s) @ 16in O.C.

RAFTER SCHEDULE 12" DIAM DF#2 LOG COL (TYP 28 PLCS)

-1

SB-1

Rafter (1) 9.5in 110 TJI Joist(s) @ 24in O.C. (1) 2in x 8in DF#2 Joists(s) @ 24in O.C.

B-23

(2) LVL UNDER SHEAR WALL

LVL AROUND STAIR OPENING

15' - 8"

SB-2

SB-1

24' - 10"

B-23

FJ

SB-3

B-19

Drawings for:

B-18 B-20

FJ-2

B-21

B-21

B-21

B-21

FJ-3

B-21

B-20

FJ-2

B-18

B-18

B-18

FJ-2

Last Resort Ranch

B-19

5000 S. Red Creek Road Fruitland, UT 84072

B-19

FJ-2

MAIN FLOOR FRAMING PLAN

B-19

SHEET:

S201 FRAMING PLAN - MAIN FLOOR

PROJECT ID:

FJ-3

SCALE: 3/16" = 1'-0"

SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

3/16" = 1'-0" 1/4/2013 5:56:43 PM

B-11

B-12

Checker

B-11

B-13

HDR

HDR

C-3

Bearing Wall

C-3

C-3

C-3

B-11

B-11

B-14 CURVED LSL RIM BOARD (2) LVL UNDER SHEAR WALL

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

B-16

B-17

B-17

B-16

C-3

PARK ENGINEERING, LLC

LVL

C-3

B-11

C-3

B-11

DESIGNER:

No.

B-16

B-16

C-3

Designer

Description

B-13

ENGINEER:

B-12

Date

C-11: HSS 5-1/2"x5-1/2"x5/16"

(2) LVL UNDER SHEAR WALL

FJ -1

C-3

B-16 B-17

.

B-15

B-11

B-16

O.C 16"

B-11

C-3

2x6 BEARING WALL

40 @

C-3

RR-2: 2x10 DF#2 @ 24" O.C.

18" DIAM LOG (TYP 4 PLCS)

I RFP

66' - 0"

C-3

B-16

-7 /8 : 11 FJ-1

RR-2: 2x10 DF#2 @ 24" O.C.

C-3 B-15

(2) LVL UNDER SHEAR WALL

C-3

HANG RAFTERS w/ HU7

HANG RAFTERS w/ HU7

2x12 LEDGER BOARD ATTACHED w/ (4) SDS @ 24" O.C.

2x12 LEDGER BOARD ATTACHED w/ (4) SDS @ 24" O.C. (2) LVL UNDER SHEAR WALL C-3

B-16

CANTILEVER JOISTS

B-11

B-17

B-17

B-16

CANTILEVER LVL AT STAIRCASE

Bearing Wall

C-3

C-3

B-16

C-3

HDR

C-3

HDR

B-11

B-11

Drawings for:

B-11

Last Resort Ranch

B-

12

12

B-

B-11

5000 S. Red Creek Road Fruitland, UT 84072

B-11

C-3

UPPER LEVEL FRAMING PLAN

B-16

C-3

B-11

B-11

C-3

C-11: HSS 5-1/2"x5-1/2"x5/16"

SHEET:

S202 FRAMING PLAN - UPPER FLOOR

PROJECT ID: SCALE:

SCALE: 3/16" = 1'-0" \\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

3/16" = 1'-0" 1/4/2013 5:56:45 PM

BEAM SCHEDULE

S401

RB-4 DORMER SUPPORTS (TYPICAL)

C-3

C-9

RIDGE

RB-2 DORMER RIDGE (TYPICAL)

TRUSS

C-9

C-3

C-3

Loc FJ-1 FJ-2 FJ-3 FJ-4

Joist Name 18' FLOOR JOIST 6' DECK JOISTS 8' DECK JOIST 20' FLOOR JOIST

C-3

C-9

TRUSS B-9

C-3

Option: (1) 3.125 x 10.5 GLB

Option: (5) 1.75 x 20 LVL Option: (1) 5.125 x 18 GLB

COLUMN SCHEDULE

C-9

RB-5 (TYPICAL) VALLEY RAFTER

Option: (1) 5.125 x 15 GLB Option: (1) 5.125 x 10.5 GLB Option: (1) 1.75 x 11.25 LVL Option: (1) 5.125 x 10.5 GLB Option: (1) 5.125 x 10.5 GLB Option: (1) 1.75 x 11.875 LVL

Bearing Wall

RB-3 (TYPICAL) DORMER HEADER

C-3

Remarks Option: (1) 5.125 x 18 GLB

B-9

RB-1 RIDGE BEAM

BEARING WALL

C-9

C-3

C-3

2x6 BEARING WALL w/ DF#2 STUDS @ 16" O.C.

ENGINEER:

Column Name (2) 2in x 4in DF-L #2 (3) 2in x 4in DF-L #2 (2) 2in x 6in DF-L #2 (3) 2in x 6in DF-L #2 (1) 4in x 4in DF-L #2 (1) 4in x 6in DF-L #2 (1) 6in x 6in DF-L #2 (1) 8in x 8in DF-L #2 Timber (4) 2in x 6in DF-L #2 (1) 12in x 12in DF-L #2 HSS 5-1/2" x 5-1/2" x 5/16" HSS 5-1/2" x 5-1/2" x 1/4" (1) 10-3/4" x 12" GLB

Trimmer 3 1 2 2 1 3 2 2 2 2 2 1 1 1 2 2 2 1 2 2 3 column column column

Designer

Loc C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C-9 C-10 C-11 C-12 C-13

Beam Type (1) 18in DFL#1 LOG (1) 1.75 x 11.875 LVL (2) 1.75 x 11.875 LVL (4) 1.75 x 11.875 LVL (1) 1.75 x 11.875 LVL (2) 1.75 x 11.875 LVL (1) 1.75 x 11.875 LVL (1) 18in DFL#1 LOG (2) 2 x 10 DF-L #2 (3) 2 x 12 DF-L #2 (1) 16in DFL#1 LOG (1) 12in DFL#1 LOG (1) 12in DFL#1 LOG (1) 12in DFL#1 LOG (3) 2 x 12 DF-L #2 (2) 1.75 x 11.875 LVL (3) 2 x 10 DF-L #2 (1) 10in DFL#1 LOG (1) 5.125 x 18 GLB (1) 5.125 x 13.5 GLB (1) 5.125 x 18 GLB (1) 6.75 x 22.5 GLB (3) 1.75 x 18 LVL (2) 1.75 x 11.875 LVL

Column Type (2) 2in x 4in DF-L #2 (3) 2in x 4in DF-L #2 (2) 2in x 6in DF-L #2 (3) 2in x 6in DF-L #2 (1) 4in x 4in DF-L #2 (1) 4in x 6in DF-L #2 (1) 6in x 6in DF-L #2 (1) 8in x 8in DF-L #2 Timber (4) 2in x 6in DF-L #2 (1) 12in x 12in DF-L #2 STEEL STEEL (1) 10-3/4" x 12" GLB

DESIGNER:

1

Beam Name MAIN RIDGE BEAM DORMER RIDGE BEAM DORMER HEADERS DORMER SUPPORT RAFTERS DORMER VALLEY RAFTERS HEADER w/ POINT LOAD HEADER w/ POINT LOAD ROOF BEAM UPPER LEVEL DOOR HEADER WINDOW HEADER PORCH ROOF BEAMS PORCH HIP BEAM PORCH ROOF BEAMS LOFT SUPPORT BEAMS FIREPLACE HEADERS MAIN LEVEL 6' HEADERS MAIN LEVEL 3' HEADERS DECK BEAM DECK GIRDER JOIST FRONT DECK SIDE BEAMS FRONT DECK MIDDLE BEAMS FRONT GARAGE DOOR SIDE GARAGE DOORS BASEMENT HEADER

Remarks Built-up Column Built-up Column Built-up Column Built-up Column

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

REFER TO TRUSS DETAIL

Loc B-1 B-2 B-3 B-4 B-5 B-6 B-7 B-8 B-9 B-10 B-11 B-12 B-13 B-14 B-15 B-16 B-17 B-18 B-19 B-20 B-21 B-22 B-23 B-24

Description

RR-1

No.

RR-1

PARK ENGINEERING, LLC

C-13

RR-1

T. Munford

Date

5 1/8 x 15 GLM (MIN.) C-13 RR-1

ORDER w/out CAMBER

C-9

TRUSS

LOG TRUSS C-3

C-3

FLOOR JOIST SCHEDULE C-9

C-3

C-3

C-3

Joist (1) 11.875in RFPI 40 RFPI Joist(s) @ 16in O.C. (1) 2in x 6in DF#2 Joists(s) @ 16in O.C. (1) 2in x 10in DF#2 Joists(s) @ 16in O.C. (1) 11.875in RFPI 70 LPI Joist(s) @ 16in O.C.

C-3 BW-2: 2x6 BEARING WALL w/ DF#2 STUDS @ 16" O.C.

RAFTER SCHEDULE C-9

C-3

C-3 B-9

Loc RR-1 RR-2

Rafter Name 18' ROOF RAFTER PORCH ROOF RAFTERS

Rafter (1) 11.875in RFPI 70 RFPI Joist(s) @ 16in O.C. (1) 2in x 10in DF#2 Joists(s) @ 24in O.C.

Bearing Walls

STEEL BEAM SCHEDULE C-9

TRUSS

Loc SB-1 SB-2 SB-3 SB-4

RIDGE

ROOF CRICKET OVERBUILD

C-3

B-7

C-3

SUPPORT OVERBUILD RIDGE EVERY 6'

SHINGLE MATERIAL VARIES

B-8 5" MIN.

MIN 5"

VALLEY FLASHING PROVIDE 'V' CRIMP FOR SLOPES LESS THAN 6/12

11"

C-9

C-9

TRUSS

B-8

ROOF BOUNDARY NAILING

.

B-10

B-10

12" DIAM LOG

2x10 OR SIMILAR NAILERS NAILED w/ (6) 16d NAILS EA. TRUSS OR RAFTER JOIST OR RAFTERS (PER FRAMING PLANS)

NOTE: VALLEY FLASHING TO BE 28 ga GALVANIZED SHEET STEEL.

SCALE: 1/4" = 1'-0"

REFER TO BALLOON WALL DETAIL

Over Build Framing (30 lbs Snow) Rafter

Maximum Span

2 X 4 DF-L #2 2 X 6 DF-L #2 2 X 8 DF-L #2 2 X 10 DF-L #2

3 Feet 5 Feet 7 Feet 9 Feet

All Spans over 9 Feet to be supported at midspan.

12" DIAM LOG

VALLEY FLASHING DETAIL

2x OVERBUILD RAFTERS SHEATH MAIN ROOF PRIOR TO OVERBUILD (TYP)

. MIN

30# FELT

Drawings for:

C-3

B-7

5000 S. Red Creek Road Fruitland, UT 84072

STRAP OVER RIDGE BEAM TO EACH RAFTER w/ 20" OF CS18 STRAP

C-9

2" LONG x 1" WIDE CLEAT @ 24" O.C. - PROVIDE ROOF MASTEC AT ALL FASTENER PENETRATIONS

ROOF SHEATHING

Remarks

B-9

C-3

TRUSS

C-9

Beam Type W24x76 W18x40 W18x65 W18x55

Last Resort Ranch

B-9

Beam Name GARAGE OVERHEAD SIDE BEAMS OVERHEAD MIDDLE GARAGE BEAM GIRDER OVERHEAD GARAGE BEAM OVERHEAD STORAGE BEAM

ROOF FRAMING PLAN

PRE-ENGINEERED TRUSSES @ 24" O.C.

C-9

12" DIAM KNEE BRACE

C-13

C-13

4 S401

5 1/8 x 15 GLM (MIN.)

ROOF OVERBUILD DETAIL SCALE: 1/4" = 1'-0"

SHEET:

S203

FRAMING PLAN - ROOF SCALE: 3/16" = 1'-0"

PROJECT ID: SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

As indicated 1/4/2013 5:56:48 PM

T. Munford

Date NOTES INTO (2) STUDS MIN. INTO (2) STUDS MIN. INTO (2) STUDS MIN.

Designer

Description

DESCRIPTION MST 36 STHD 14/14RJ PHD6

ENGINEER:

HOLD DOWN SCHEDULE LOC AA BB CC

Hold Down none none none none none none STHD14 none none STHD14RJ none STHD14RJ STHD14RJ none STHD14RJ STHD14RJ STHD14RJ none STHD14RJ STHD14RJ STHD14RJ STHD14RJ STHD14RJ STHD14RJ PHD6 PHD6

Anchor Bolts AB-1 AB-1 AB-1 AB-1 AB-1 AB-1 AB-4 AB-1 AB-1 AB-4 AB-1 AB-4 AB-3 AB-1 AB-3 AB-4 AB-4 AB-2 AB-3 AB-4 AB-3 AB-3 AB-4 AB-3 AB-3 AB-4

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

Floor Tie none none MST 37 none none none none none none none none none none none none none none none none none none none none none none none

No.

Shear Wall SW-1 SW-1 SW-2 SW-1 SW-1 SW-1 SW-4 SW-1 SW-2 SW-4 SW-2 SW-4 SW-5 SW-4 SW-5 SW-5 SW-5 SW-5 SW-2 SW-3 SW-2 SW-2 SW-5 SW-5 SW-2 SW-4

PARK ENGINEERING, LLC

Description UPPER REAR WALL UPPER STAIR WALL BED #2 WALL UPSTAIRS END WALL GARAGE END WALL GARAGE END WALL REAR FRONT GARAGE PIERS GARAGE WALL REAR GARAGE WALL GARAGE SHOWER WALL SIDE WALL JOG WALL SIDE MASTER WALL REAR MASTER WALL RIGHT DINING WALL REAR DINING WALLS LEFT DINING WALL REAR GREAT ROOM WALL END GREAT ROOM WALLS FRONT GREAT ROOM WALL LEFT STAIR WALL RIGHT STAIR WALL PANTRY WALL MUD ROOM WALL BASEMENT STAIR WALL BASEMENT STAIR WALL

DESIGNER:

SHEAR WALL LOCATION SCHEDULE Loc Wall 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Wall 10 Wall 11 Wall 12 Wall 13 Wall 14 Wall 15 Wall 16 Wall 17 Wall 18 Wall 19 Wall 20 Wall 21 Wall 22 Wall 23 Wall 24 Wall 25 Wall 26

ANCHOR BOLT SCHEDULE SPACING

SILL PLATE

AB-1

5/8"

x 12" ANCHOR BOLT

32" O.C.

2x6

AB-2

5/8"

x 12" ANCHOR BOLT

24" O.C.

2x6

AB-3

5/8"

x 12" ANCHOR BOLT

16" O.C.

2x6

AB-4

5/8"

x 12" ANCHOR BOLT

12" O.C.

2x6

AB-5

5/8"

x 12" ANCHOR BOLT

24" O.C.

3x6

AB-6

5/8"

x 12" ANCHOR BOLT

12" O.C.

3x6

LOC

ANCHOR BOLT

NOTES: 1. Minimum Anchor Bolt spacing should be AB-1 unless otherwise specified 2. All Anchor bolts should be embedded a minimum of 7" and should be placed between two rebar. 3. All washers should be a plate washer Simpson BP 5/8-3.

SHEAR WALL TYPE SCHEDULE LOC

SHEATHING

BOTH SIDES

EDGE STUD

EDGE

FIELD

SW-1

7/16" OSB

NO

2x4

8d

NAILING 6"

12"

SW-2

7/16" OSB

NO

2x4

8d

4"

12"

SW-3

7/16" OSB

NO

2x4

8d

3"

SW-4

7/16" OSB

NO

2x FLAT OR 4x

8d

3"

12"

SW-5

7/16" OSB

NO

2x FLAT OR 4x

8d

2"

12"

SW-6

7/16" OSB

YES

2x FLAT OR 4x

8d

4"

12"

-or-

19/32" OSB

NO

2x FLAT OR 4x

10d

4"

12"

All studs for shear walls shall be 16" o.c. unless otherwise noted. All sheathing should be completely blocked. 16d common nail transfer through sill, or toe nail through joist or blocking. ALL Framing members recieving edge nailing from abbutted panels shall not be than Edge Stud Specified for the specified Shear Wall. All Exterior Walls are SW-2 unless otherwise noted.

Drawings for:

1. 2. 3. 4. less 5.

Last Resort Ranch

NOTES:

5000 S. Red Creek Road Fruitland, UT 84072

12"

SHEAR WALL PLAN

SIZE

SHEET:

SHEAR PLAN - MAIN LEVEL

S301

SCALE: 3/16" = 1'-0"

PROJECT ID: SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

3/16" = 1'-0" 1/4/2013 5:56:49 PM

ENGINEER:

Checker

Date

DESIGNER:

18' - 0"

Designer

Description

36' - 0"

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

PARK ENGINEERING, LLC

No.

18' - 0"

17' - 6 1/2"

65' - 0"

65' - 0"

65' - 0"

65' - 0"

17' - 6 1/2"

17' - 6 1/2"

5000 S. Red Creek Road Fruitland, UT 84072

Drawings for:

Last Resort Ranch

20' - 0"

18' - 0"

20' - 0"

18' - 0"

SHEAR WALL PLAN

17' - 6 1/2"

36' - 0"

SHEET:

SHEAR PLAN - UPPER LEVEL

S302

SCALE: 3/16" = 1'-0"

PROJECT ID: SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

3/16" = 1'-0" 1/4/2013 5:56:51 PM

REVISIONS

LOG RIDGE (4) LOGHOG SCREWS COLUMN TO RIDGE BEAM

SADDLE NOTCH TRUSS CHORD FOR PURLINS w/ (4) LOGHOG SCREWS

LOG PURLIN

TJI RAFTER LOG BEAM

SIMPSON A35 EACH BLOCK

COPE OR NOTCH LOG COLUMN TO ACCEPT LOG BEAM

BLOCKING ALLOW FOR VENTILATION VPA CONNECTOR

5/8 WAFFERBOARD SHEETING

14"∅ DF#2

FINISH COURSE

FACIA 18"∅ DF#2

KNIFE PLATE ONLY IF BOTTOM CHORD IS SPLICED

LOG WALL

LOG COLUMN

SOFFIT

NOTCH TRUSS INTO LOG WALL w/ (4) LOGHOG SCREWS

VENT STRIP

S401

2

LOG TRUSS DETAIL 1/4" = 1'-0"

S401

STEP 1

STEP 2

LINTEL

LINTEL

3

TJI RAFTER TO LOG WALL DETAIL 1/4" = 1'-0"

S401

LOG BEAM TO LOG COLUMN DETAIL 1/4" = 1'-0"

DATE:

1

DRAWINGS FOR:

14"∅ DF#2 LOG KING POST

6 MIL VAPOR BARRIER

NUT W/WASHER

GRAVEL FILL 4" MIN 9" MAX

.

4" MIN

COUPLING NUT

2"

6 S401

2 x 6 TREATED PLATE W/5-1/2 SILL SEAL UNDER

NOTE: CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EA. SIDE OF THE OPENING (SHOWN AS DASHED LINES).

S401

3/4" T&G WFR. BRD. SHEATHING FLOOR JOISTS PER FRAMING PLANS

TJI FLOOR JOISTS 1 _

SIMPSON A35 CLIP @ 16" O.C.

SECTION A-A

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555

A

1 _ 2

REBAR PER

© COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC.

FIRE BLOCKING @ WALL MIDHEIGHT (STAGGERED)

5/8"∅ x 10" ANCHOR BOLT (PER SHEAR WALL SCHEDULE)

FOUNDATION WALL

4" CONC. SLAB

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

2x INTERIOR BEARING WALL 2x TREATED SILL PLATE 1

NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR PENETRATE THE FLASHING MATERIAL.

CONTINUOUS FOOTING

REBAR

1_" 2 (TYP)

3 - PROVIDE SEALANT AS RECOMMENDED BY WINDOW MANUFACTURER PRIOR TO INSTALLATION OF WINDOW OR SLIDING DOOR.

GRAVEL FILL

5 S401

TYPICAL LOG WALL SECTION 1/4" = 1'-0"

7 S401

1 _ 2

2 "

20"x10" THICKENED SLAB FOOTING

2 - FLASHING TO BE A MINUMUM OF 6" WIDE.

WINDOW FLASHING DETAIL 1/4" = 1'-0"

2x6 STUD STACK

3 "

DOUBLE TOP PLATE BLOCKING BETWEEN FLOOR JOISTS

PERIPHERAL FLASHING AT ALL EDGES OF WALL OPENINGS MUST COVER THE WIRE BACKING.

S401

1 _

30d NAILS or SIMPSON SDS " x 4 " 4 4 SCREW DRIVEN ON OPPOSITE FACES AS SHOWN

ANCHOR BOLT

DO NOT SPLICE BUILDING PAPER HORIZONTALLY SO THAT THE PAPER WILL LAP OVER THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER (B,C,D, ETC.) OVER JAMB AND HEAD FLASHING, LAPPING EA. COURSE.

WIRE GAUGE, SPACING AND ATTACHMENT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SPECIFICATIONS.

4

BASEMENT EGRESS WINDOW DETAIL 1/4" = 1'-0"

8"

1- LINE-WIRE, WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WIRE LATH (NETTING) FOR PORTLAND CEMENT (STUCCO), SHALL BE INSTALLED, AS FOLLOWS:

SKIRT PLATE

8

FRENCH DRAIN DETAIL 1/4" = 1'-0"

(18" MIN FOR SHEAR WALLS)

FLASHING NOTES:

COMMENCING AT THE BOTTOM (SOLE PLATE) OF THE WALL, LAY BUILDING PAPER UNDER SILL STRIP.

BASEMENT

3/4 T&G WAFFERBOARD SHEETING

RIM JOIST 5/8 NUT W/SQUARE WASHER INSTALL WINDOW INTO ROUGH OPENING WITH SILL AND JAMB FLANGES OVER PREVIOUSLY INSTALLED FLASHING. ATTACH HEAD FLASHING OVER THE WINDOW FLANGE.

GRAVEL BACKFILL W/ VAPOR BARRIER

SLOPE DRAIN TO SUMP OR OUTFALL.

1/2" LAG BOLT THROUGH BLOCKING

SILL SEAL UNDER FIRST LOG 16d NAILS @ 3" O.C. DRIP EDGE

FOOTING

NOTE:

5/8" THREADED ROD

A

36" MIN. FOR EGRESS 9 sq. ft. (BEDROOMS) 24" MIN. (FAMILY, ETC.)

44" MAX EGRESS

4" OR 6" DRAIN

VENT STRIP

B

RIGID INSUL.

GEOTEXTILE FILTER CLOTH

STEP 4 C

CONC. SLAB

CEMENT COVE

SUB FACIA 1x FACIA

SOFFIT

STEP 3

FREE-DRAINING GRANULAR MATERIAL

CHECKED BY:

2'-0" MIN

TRUSS DRIP EDGE

ATTACH JAMB STRIPS WITH SIDE EDGE EVEN WITH ROUGH JAMB FRAMING, START STRIP 1" BELOW LOWER EDGE OF SILL STRIP AND EXTEND 4" ABOVE LOWER EDGE OF LINTEL.

(2) #4 CONT. BAR

DRAWN BY:

DAMP-PROOFING

DETAILS

SIMPSON CLIP

SHEET TITLE

BLOCKING

8" ATTACH SILL STRIP WITH TOP EDGE LEVEL WITH, ROUGH SILL, EXTEND BEYOND EDGE OF ROUGH OPENING 8" MIN. SECURE ALL APPROVED FLASHING MATERIAL W/ GALVANIZED NAILS OR POWER-DRIVEN STAPLES.

VERIFY HDR.

WAFFERBOARD SHEETING

1"

SILL

VERIFY WINDOW SIZE W/ FLOOR PLAN

ROUGH OPENING

8" MIN.

WINDOW WINDOW ROUGH OPENING

CONC. FOUND. WALL

44" MAX. OR PROVIDE A FIXED LADDER FOR EGRESS

4"

MAIN FLOOR BACKFILL

SIMPSON A35 EACH BLOCK

February 2009

(4) 1/2"∅ LAGS (TYPICAL)

LOG WALL

SUB FACIA

1/4" STEEL KNIFE-PLATES (TYP)

T. Munford

(2) LOGHOG SCREWS EA.

5000 S. Red Creek Road Fruitland, UT 84072

DRIP EDGE

*NOTE: ALL LOGHOG SCREWS TO HAVE 3" MIN. EMBEDMENT

N. Thomas

3/4"∅ THRU-BOLTS

Last Resort Ranch

12"∅ DF#2 MIN

DATE

STRAP TOP OF PURLINS w/ (2) MST48's AT SPLICES

BEARING WALL TO FOOTING 1/4" = 1'-0"

COMPACTED FILL OR UNDISTURBED EARTH

A 1

NOTE: MIN. STUD STACK UNDER ALL POINT LOADS IS (3) 2x6 TYP. (U.N.O.)

1

_ " x 4_ 30d NAILS or SIMPSON SDS 4 4" SCREWS DRIVEN ON OPPOSITE FACES AS SHOWN IN SECTION A-A. 1 (NOTE: USE SIMPSON SDS _ " x 6" 4

SCREWS @ (4) PLY STUD STACK)

9 S401

BUILT-UP COLUMN DETAIL 1/4" = 1'-0"

SHEET NUMBER

S401

DATE

12" MIN.

PROVIDE DRAW BAND W/ HEAT RESISTANT SEALANT.

ADDITIONAL LAYER OF FELT OVER FLASHING ROOFING FELT UNDER FLASHING

DRAWINGS FOR:

P LA 6"

Varies

2x EMBEDMENT LENGTH +12" MIN. REBAR LENGTH

2

3

CONCRETE STAIR DETAIL 1/4" = 1'-0"

S402

7

SPOT FOOTING 1/4" = 1'-0"

S402

EXHAUST VENT PENETRATION 1/4" = 1'-0"

DATE:

S402

5000 S. Red Creek Road Fruitland, UT 84072

ROOFING PER PLAN INSTALL PER MFG.'S SPEC.'S

#4 BAR

3" MIN

STRAP SILL AT EA. END TO FLAT 2x6 BLOCKING BTWN STUDS W/ STRAPS OVER SHEATHING.

FOOTING REINF.

SIMPSON H-1 CLIP EA. TRUSS

Simpson Strong-Tie STHD Edge Installation

4'-0" MIN.

SIMPSON A35 DOUBLE TOP PLATE

WALL SHEATHING

FOOTING PER PLAN

SHEET TITLE

2'-0" MAX

FULL HEIGHT BLOCKING

CHECKED BY:

PRE-ENGINEERED ROOF TRUSSES ROOF SHEATHING NAIL THROUGH SHEATHING INTO BLOCKING TO PROVIDE SHEAR TRANSFER

DRAWN BY:

DETAILS

STRAP HEADER WITH 20" OF CS18 AT EA. END TO FLAT 2x6 BLOCKING BTWN STUDS W/ STRAPS OVER SHEATHING. NAIL SHEATHING TO ALL WINDOW BOUNDARY EDGES AND FLAT BLOCKING W/ 8d NAILS @ 4" O.C.

February 2009

See Rebar schedule for footing reinforcement upright bars inserted in to footing at concrete placement.

T. Munford

P LA 3"

ALUM. PITCH FLASHING

T. Munford

6"

12" Sonotube foundation with #3 rebar rings 12" O.C. with 3 within 5" of the top and bottom.

#4 @ 12" O.C. EA. WAY

Last Resort Ranch

M

IN

8" MAX

Height to be decided by contractor and Homeowner prior to construction

'B' VENT

(UP TO 7:12 ROOF SLOPE)

10" MIN #3 NOSING BAR

G.I. CAP

1. NO PENETRATIONS IN FLASHING. 2. PROVIDE ISOLATOR BETWEEN ANY DISSIMILAR METALS. 3. PLUMBING VENT IS SIMILAR. 4. PROVIDE STRAPPING PER MANUF. SPECS. 5. ALLOW MIN. 1" TO COMBUSTIBLE SURFACES WHERE PIPE MEETS ROOF, TRUSS CHORDS, AND/OR CEILING AND FLOOR JOISTS. 6. PROVIDE DRAFT STOPPING

REVISIONS

NOTES:

2x STUD WALL

USE ON ALL WINDOWS IN SHEAR WALLS 1 S402

5

STRONG-TIE STHD14 1/4" = 1'-0"

S402

6

WINDOW STRAPPING DETAIL 1/4" = 1'-0"

S402

4

TRUSS TO WALL DETAIL 1/4" = 1'-0"

S402

FOOTING STEP DETAIL 1/4" = 1'-0"

~2'-0" (2) 1/2"∅ THRU-BOLTS

STUD WALL

SHEAR WALL PANEL

16d NAILS, STAGGERED NAILING TO BOTTOM PLATE

12"x12" COLUMN

1/4" STEEL KNIFE PLATE. HEIGHT TO EQUAL COLUMN WIDTH

1 _ 1 " 2 MIN.

STONE OR CONC. CAP (2) 1/2"∅ x 7" 'J' BOLTS WELDED TO PLATE & EMBEDDED IN CONC.

1 1 _ _ 1 " - 1 " 4 2

FLOOR SHEATHING 2x SOLID BLOCKING

RIM BOARD

VERTICAL REINFORCING ~5'-0"

FLOOR SHEATHING

BLOCKING NAIL SHEATHING TO RIM BOARD PER SHEARWALL PLAN EDGE NAILING. (TREAT RIM BOARD AS EDGE)

CORNER LAP BAR TO MATCH HORIZONTAL REINFORCEMENT (MIN. LAP 3'-0" EACH WAY)

WALL SHEATHING PER PLAN

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555 © COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC.

#3 @ 8" O.C. W/ (3) WITHIN 6" OF TOP & BOTTOM OF PIER

STONE VENEER

HORIZONTAL REINFORCING

FLOOR JOIST

JOIST PER PLAN

GRAB RAIL

12"x12" SQUARE PIER

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

METAL BRACKET

SIMPSON A35 @ 16" O.C.

2x STUD WALL

1/4" GALVANIZED ANGLE W/ (2) 5/8"∅ EXP. BOLTS EA. SIDE OF PIER (SIZE AS NEEDED)

PER PLAN

36" MIN.

SHEAR WALL PANEL

(4) #4 VERT BAR INTO FOOTING SIZE AS NECESSARY FOR ASTHETICS UNDISTURBED NATURAL EARTH OR COMPACTED FILL TO 95% MAX DRY DENSITY

16" MIN. PER PLAN ~4'-0"

8 S402

SHEAR TRANSFER (PERPENDICULAR) 1/4" = 1'-0"

9 S402

SHEAR TRANSFER - INTERIOR (PERP) 1/4" = 1'-0"

10 S402

FOUNDATION WALL CORNER 1/4" = 1'-0"

11 S402

HANDRAIL DETAIL 1/4" = 1'-0"

12 S402

STONE COLUMN DETAIL 1/4" = 1'-0"

SHEET NUMBER

S402

REVISIONS

SIMPSON C16 STRAP 12" ONTO EACH RAFTER ATTACH W/ (12) 10d NAILS

BLOCKING

LOAD BEARING OR SHEAR WALL ABOVE (MUST STACK OVER WALL BELOW)

RIDGE BEAM

2x4 MIN. SQUASH BLOCKS

TJI RAFTERS

LOG WALL

TJI FLOOR JOIST

DATE

SIMPSON C16 STRAP ATTACH W/12 10p NAILS

DRIP EDGE

ALL-THREAD CONTINUOUS TO ROOF 1 W/ 3"x3"x _ " PLATE WASHER 4

SIDING OR ALUM. TRIM RIDGE BEAM

1

_ "∅ x 12" ANCHOR BOLT 2 W/ 9" EMBEDMENT @ 36" O.C.

RAFTER STRAPPING DETAIL

FOUNDATION WALL W/ REINFORCING PER PLAN

TREATED SILL PLATE BLOCKING BEVELED PLATE TJI RAFTERS

PLACE BEAM INTO POCKET

BLOCKING RIDGE BEAM 1/2" THRU BOLTS

2 S403

3

INTERIOR BEARING TO FLOOR DETAIL 1/4" = 1'-0"

S403

LOG WALL TO FOUNDATION DETAIL 1/4" = 1'-0"

DRAWINGS FOR:

5/8" ROOF SHEETING

COLUMN 2"x 6" @ 16" O.C.

1/2"∅ THRU BOLTS

COLUMN

5000 S. Red Creek Road Fruitland, UT 84072

PROVIDE WEB STIFFENERS EA. SIDE

RAFTER STRAPPING DETAIL

Last Resort Ranch

COUPLER NUT

TYPICAL WALL WOOD FURRING

1 _ " APA RATED SHEATHING 2

TYVEK  HOMEWRAP  ON EXISTING SHEATHING

DATE:

2" x 8" TREATED PLATE W/5-1/2 SILL SEAL UNDER

LAP AND TAPE TYVEK  AT JOINTS

3/4 T&G WAFFERBOARD SHEETING

6" CMU

GRADE LAG BOLTS

STD. DUR-O-WALL REINF. @ EVERY OTHER COURSE

INSTALL FURRINGS AT 45 °

FULL BLOCKING

FOUNDATION WALL PER PLAN #4 VERTICAL @ 24" O.C. HOOK MIN. 24" INTO FOOTING

TJI FLOOR JOIST

5/8 BOLTS

4" CONCRETE SLAB 5/8" BOLTS

UNDISTURBED SOIL

5 S403

SHEET TITLE

FLOOR BEAM PLACED IN BEAM POCKET

NAIL W/16p NAILS BEAM POCKET LOG BEAM

STACKED CMU VENEER SUPPORT 1/4" = 1'-0"

LOG POST

DRAWN BY:

LOG POST TO RIDGE BEAM

VARIES

FULL BLOCKING UNDER POST TJI FLOOR JOISTS SPACED 16" O.C.

CHECKED BY:

LAG BOLTS

DETAILS

LOG POST TO RIDGE BEAM

LOG POST

4 3/4 T&G WAFFERBOARD SHEETING

S403

LAG BOLTS

TYVEK DETAIL 1/4" = 1'-0"

SQUARE OR ROUND WOOD POST 1/4" STEEL KNIFE PLATE

FULL BLOCKING UNDER POST TJI FLOOR JOISTS SPACED 16" O.C.

LAG BOLT FULL BLOCKING

WATER CONNECTORS

1/2" BOLTS

GRADE

(3) #3 BAR WITHIN TOP 5"

TYPE 'B' VENT TO EXTERIOR PER PLAN

(2) TOP PLATES NAIL W/16p NAILS

(2) TOP PLATES

CS-16 STRAP 12" ONTO POST

(3) #4 VERT BAR

PLACE ON UNDISTURBED SOIL OR SELECT FILL COMPACTED TO 95% RELATIVE DENSITY

385 WEST AIRPORT RD. HEBER CITY, UT 84032 Ph. (435) 657-2120 Fx. (435) 654-7555

SEE FOOTING SCHEDULE FOR FOOTING SIZE

6x6 POST AND 2x6 BEARING WALL 16 ga. 1" WIDE MINIMUM STEEL STRAP.

6x6 POST

7 S403

TYPICAL SONOTUBE DETAIL 1/4" = 1'-0"

© COPYRIGHT 2008. ALL RIGHTS RESERVED BY KYUNE DESIGNS. NOT TO BE COPIED OR REPRODUCED WITHOUT WRITTEN PERMISSION. KYUNE DESIGNS IS A D IVISION OF LOG CRAFT, INC.

1/4"∅ x 3" LAG SCREW W/ WASHERS AT EA. STRAP END TO WALL STUD.

TREATED PLATE

CONTINUOUS FOOTING

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS, ETC., SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE.

TREATED PLATE

PROVIDE 1" MAXIMUM SPACE BETWEEN WATER HEATER & WALL OR BLOCKING.

CONCRETE SLAB

" 18

DOOR

PSL COLUMN THRESHOLD

18" HIGH PLYWOOD PLATFORM (FOR IGNITION SOURCES IN GARAGES ONLY).

CONTINUOUS BEARING WALL FOOTING

#3 TIES @ 8" O.C.

STRAPS TO BE LOCATED BETWEEN 6" & 12" FROM TOP & BOTTOM OF WATER HEATER.

CS-16 STRAP 12" ONTO POST

2x6 BEARING WALL STUDS SPACED 16" ON CENTER

40" MIN.

WATER HEATER STORAGE TANK (PER ENERGY COMPLIANCE SUMMARY).

TJI FLOOR JOIST

REBAR PER FOOTING SCHEDULE SPOT FOOTING

SIMPSON CB7-1/8 - 6 8" MAX

REBAR PER FOOTING SCEDULE

CONC. SLAB

REBAR PER FOOTING SCHEDULE SPOT FOOTING

FTG PER FDN PLAN

1 S403

INTERIOR BEARING DETAIL 1/4" = 1'-0"

T. Munford

RIDGE BEAM TO POST DETAIL

N. Thomas

RIDGE BEAM TO POST DETAIL

February 2009

WOOD SIDING

RIDGE BEAM

6 S403

WATER HEATER STRAPPING DETAIL 1/4" = 1'-0"

8 S403

THRESHOLD DETAIL 1/4" = 1'-0"

9 S403

SIMPSON CB 1/4" = 1'-0"

SHEET NUMBER

S403

Checker

Beam Name CORNER DECK BEAM CORNER DECK BEAM CORNER DECK ROOF BEAM DECK BEAM GIRDER

5 1/8" x 12" GLB

WELD JACK TRUSS FLANGE TO BRACKETS TO MAIN TRUSS BRACKETS, (TYPICAL 8 PLACES) ALL BRACKETS 1/4" STEEL WITH FULL PENETRATION WELDS

5 1/8" x 10" GLB (OR BIGGER)

ENGINEER:

Loc B-26 B-27 B-28 B-29

Remarks

Designer

Footing Type 42in x 12in x Cont Footing w/ (3) #4 bar 36in x 10in x Cont Footing w/ (3) #4 bar 18in x 18in x Cont Footing w/ (2) #4 bar 30in x 18in x Cont Footing w/ (2) #4 bar 20in x 10in x Cont Footing w/ (2) #4 bar 38in x 38in x 10in Footing w/ (4) #4 bar each way 42in x 42in x 10in Footing w/ (4) #4 bar each way 54in x 54in x 12in Footing w/ (6) #4 bar each way 88in x 88in x 18in Footing w/ (10) #5 bar each way 96in x 96in x 18in Footing w/ (8) #6 bar each way

Description

Footing Name 42 in Strip Footing 36 in Strip Footing 18 in Strip Footing 30 in Strip Footing 20 in Strip Footing 38 in x 38 in Spot Footing 42 in x 42 in Spot Footing 54 in x 54 in Spot Footing 88 in x 88 in Spot Footing 96 in x 96 in Spot Footing

Date

FOOTING SCHEDULE Loc F-1 F-2 F-3 F-4 F-5 F-6 F-7 F-8 F-9 F-10

Remarks

5 1/8" x 12" GLB

No.

ONE PIECE TOP AND BOTTOM CHORDS

3 S501 S501

CORNER DECK TRUSS DETAIL 1/4" = 1'-0"

90 WEST 200 SOUTH, SUITE #1 HEBER CITY, UTAH 84032 Ph. (435) 654-1456 Fx. (800) 375-2156

Trimmer 2 1 3 2

PARK ENGINEERING, LLC

Beam Type (1) 5.125 x 13.5 GLB (1) 5.125 x 10.5 GLB (1) 5.125 x 15 GLB (1) 5.125 x 13.5 GLB

DESIGNER:

BEAM SCHEDULE

F7 10 2x

B-27

D 2 F# TS IS JO @

24x24x10 FOOTING

. .C

B-27

"O 16

B-28 (TYPICAL) 26 B-

B-27

B29

B-27

F7 26 B-

B-27

F7

3 S501

.C O

FRAMING PLAN - CORNER DECK FLOOR

FRAMING PLAN - CORNER DECK ROOF

SCALE: 1/4" = 1'-0"

SCALE: 1/4" = 1'-0"

5000 S. Red Creek Road Fruitland, UT 84072

Drawings for:

F7

Last Resort Ranch

2x

10

D F# 2

HANG JOISTS (TYPICAL)

CORNER PORCH FRAMING

R AF TE R

S

@

16 "

26 B-

24x24x10 FOOTING

.

B29

B-27

SHEET:

S501 PROJECT ID: SCALE:

\\Master_drive\volume_1\Drawings\Drawings2009\Last Resort Ranch - Bob Lewis\Bunk House\Last Resort Ranch - Bunk House ARCH 2010.8.24 FINAL.rvt

#

1/4" = 1'-0" 1/4/2013 5:56:54 PM