todd campbell custom homes - builder · todd campbell custom homes 941-8607 ... w. windbreaker...

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NO

.

DATE

CHECKED

JOB NO.

DATE

DRAWN

SHEET

1 1OF

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PBELL CU

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941-8607

TC0515B

2/18/2016

LO

T 80 BLO

CK 1

MACE RIVER RAN

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SU

BD

IVISIO

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4

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MACE RIVER RANCH SUBDIVISION #4

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%%ULANDSCAPE PLAN

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LOT 80, BLOCK 1

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SCALE: 1/10" = 1'-0"

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ADA COUNTY, IDAHO

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(13) 5 GALLON SHRUB (YELLOW VICKERY)

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(20) 2 GALLON SHRUB (BOX WOOD, RED BARBERRY)

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(30) 1 GALLON SHRUB/PERENNIALS (DAY LILY, DECORATIVE GRASSES, LAVENDULA)

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1-JAPANESE MAPLE

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3-RIVER BIRCH (3" CALIPER)

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2-DIADORA (8' TALL)

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2- CLUMPED RED CANADA (3" CALIPER)

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3-LAYERED SPRUCE (8' TALL)

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2-CRIMSON MAPLE (3" CALIPER)

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UNDERGROUND SPRINKLERS CONNECTED TO PRESSURIZED IRRIGATION.

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SOD INSTALLED IN ALL NON-PLANTER BED AREAS

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CRUSHED BLACK PERMA BARK INSTALLED OVER WEED FABRIC

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W. WINDBREAKER LANE

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16'-0" X 8'-0" O.H. DOOR

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16'-0" X 8'-0" O.H. DOOR

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PLACE

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FIRE

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DW

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WASH

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DRY

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REF.

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W.H.

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FURN

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W.S.

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GROUND DRAIN

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GROUND DRAIN

REVISIO

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JOB NO.

DATE

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1 12OF

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941-8607

TC0515B

LO

T 80 BLO

CK 1

MACE RIVER RAN

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4

GENERAL CONDITIONS:

2/18/2016

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SLOPE AWAY FROM DWELLING 5%

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IN ALL DIRECTIONS FOR 10'-0" AND

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CONTRACTOR TO VERIFY ALL SETBACKS & EASEMENTS.

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ALL PUBLIC UTILITIES AVAILABLE.

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MACE RIVER RANCH SUBDIVISION #4

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2% THEREAFTER.

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%%UNOTE:

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%%USITE PLAN

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LOT 80, BLOCK 1

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SCALE: 1/10" = 1'-0"

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ADA COUNTY, IDAHO

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THAT MAY ARISE DURING THE DESIGN

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RELEASES DESIGNER

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TO CONSTRUCTION. THE PURCHASER

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ELEVATIONS. THE CONTRACTOR SHALL

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%%UDRAWINGS & SPECIFICATIONS:

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STRUCTURE OR ANYTIME THEREAFTER.

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AND CONSTRUCTION OF THIS

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CLAIMS OR LITIGATION OR SUITS

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IT'S OWNER AND EMPLOYEES FROM

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AND/OR BUILDER OF THE PLAN

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TO DESIGNER, PRIOR

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REPORT ALL ERRORS AND/OR OMISSIONS

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DIMENSIONS, SPECIFICATIONS, AND

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THE CONTRACTOR SHALL VERIFY ALL

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128.07' N 33%%D14'20" E

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155.67' S 54%%D48'10" E

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129.52' S 43%%D59'42" W

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131.49' S 54%%D48'10" E

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W. WINDBREAKER LANE

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16'-0" X 8'-0" O.H. DOOR

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16'-0" X 8'-0" O.H. DOOR

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PLACE

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FIRE

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DW

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WASH

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DRY

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REF.

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W.H.

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FURN

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W.S.

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1

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11

11

3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,NAILED @ 6"/12" w/ 8d (OR) STAPLED @ 3"/6" w/ 16" ga.

CS-WSP

5/8" GYP. BOARD ONE SIDE, SCREWEDGB

WALL BRACE NAILING & HOLD DOWN SCHEDULE

@ 7" O.C. FIELD & PERIMETER

1PFH

METHOD NAILING PATTERN

1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.

MARK HOLD DOWN ANCHOR BOLTS


(1) 5/8" ANCHOR BOLT

W/ 7" MIN. EMBED.

N/A

STHD14

N/A

IN CENTER OF PLATE


SIMPSON


CS-PF SEE DETAIL N/A

MIN. 1000 LB

TIE-DOWN DEVICE

FOR A PANEL SPLICE

(IF NEEDED), PANEL

EDGES SHALL OCCUR

OVER AND BE NAILED

TO COMMON

BLOCKING, AND

OCCUR WITHIN

MIDDLE 24 IN. OF

WALL HEIGHT. ONE

ROW OF 3 IN. O.C.

NAILING IS REQUIRED

IN EACH PANEL EDGE.

TYPICAL PORTAL

FRAME

CONSTRUCTION

MA

X. H

EIG

HT

1

0'

FASTEN TOP PLATE TO HEADER WITH

TWO ROWS OF 16D SINKER. NAILS AT 3

IN. O.C. TYP.

1000 LB STRAP OPPOSITE SHEATHING

FASTEN SHEATHING TO HEADER WITH 8D COMMON OR

GALVANIZED BOX NAILS IN 3 IN. GRID PATTERN AS

SHOWN AND 3 IN. O.C. IN ALL FRAMING (STUDS,

BLOCKING, AND SILLS) TYP.

MIN. LENGTH = 16 IN. FOR ONE STORY

MIN. LENGTH = 24 IN. FOR USE IN THE FIRST OF TWO

STORY STRUCTURES.

MIN. 2x4 FRAMING

3/8" MIN. THICKNESS WOOD

STRUCTURAL PANEL SHEATHING

MIN. 4200 LB TIE-DOWN DEVICE

(EMBEDDED INTO CONCRETE AND

NAILED INTO FRAMING).

SEE SECTION R602.10.3.3

5/8"x16" ANCHOR BOLT

MIN. DBL.

2X4 POST

1000 LB

STRAP

MIN. 3"x11-1/4" NET HEADER

METHOD PFH

INTERMITTENT PORTAL FRAME

6' to 18'

Extent of header (two braced wall segments)

Extent of header (one braced wall segment)

CHECKED

JOB NO.

DATE

DRAWN

SHEET

2 12OF

TC0515B

LO

T 80 BLO

CK 1

MACE RIVER RAN

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GENERAL CONDITIONS:

2/18/2016

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

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%%UFOUNDATION PLAN

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FLOOR FRAMING NOTES: 1.PROVIDE MINIMUM 18" CRAWL SPACE CLEARANCE UNDER GIRDERS AND MINIMUM PROVIDE MINIMUM 18" CRAWL SPACE CLEARANCE UNDER GIRDERS AND MINIMUM 24" CLEARANCE UNDER FLOOR JOISTS 2.COVER ENTIRE CRAWLSPACE WITH 6 MIL. VISQUEEN. COVER ENTIRE CRAWLSPACE WITH 6 MIL. VISQUEEN. 3.UNLESS OTHERWISE NOTED ON PLANS, USE 7/8" T&G OSB DECKING OVER 9-1/2" UNLESS OTHERWISE NOTED ON PLANS, USE 7/8" T&G OSB DECKING OVER 9-1/2" FLOOR JOISTS @ 24" O/C. (12'-0" MAX. CLEAR SPAN). FRAMING SUB-CONTRACTOR MAY NEED TO ADJUST JOIST SPACING AS REQUIRED FOR PLUMBING ITEMS THAT REQUIRE A DRAIN PENATRATING FLOOR SURFACE ABOVE. 4.PONYWALLS ARE 2x4 CONSTRUCTION @ 24" O.C. UNLESS NOTED OTHERWISE. PONYWALLS ARE 2x4 CONSTRUCTION @ 24" O.C. UNLESS NOTED OTHERWISE. ALIGN STUDS UNDER JOISTS. ADDITIONAL 2x4 STUDS MAY BE REQUIRED IN PONYWALLS FOR ROOF-BEARING POINT LOADS. 5.ALL WOOD COMING INTO CONTACT WITH CONCRETE TO BE PRESSURE-TREATED ALL WOOD COMING INTO CONTACT WITH CONCRETE TO BE PRESSURE-TREATED WOOD OR EQUALLY WATER RESISTANT PER CODE.

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IN-LINE FAN

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AIR FLOW BAROMETRIC DAMPER

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FURNACE

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DUCT WORK

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MECH. DAMPER

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R-19 BATT INSULATION AT PERIMETER WALLS (TYP.) MECHANICALLY ATTACHED TO FOUNDATION WALL.

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R-19 BATT INSULATION AT PERIMETER WALLS TO EXTEND 24" BELOW FINISHED GRADE.

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FINISH GRADE

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CONTINUOUS 6ml VAPOR BARRIER. RUN CONTINUOUS OVER TOP OF ALL FOOTINGS. VAPOR BARRIER WRAPPED 6" UP STEM WALL BEHIND INSULATION. SEAL OVERLAPPING JOINTS.

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DUCT LOCATION PER PLAN

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OUTSIDE AIR

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9-1/2" I JOISTS AT 24" O.C.

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4" COMP. GRAVEL BASE

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4" CONCRETE OVER

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W/EXP. JTS. AS REQ'D.

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SLOPE 2" TO O.H. DOOR

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GARAGE (TYP)

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GARAGE WALL (TYP)

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CONC. PORCH

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CONNECT ALL CONC. PADS, PATIOS, PORCHES, ETC. TO STEM WALL 4/ #4 REBAR @ 24" O.C. 7" BELOW TOP OF STEM WALL

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CONCRETE PATIO CONTRACTOR TO VERIFY LAYOUT AND SIZE

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CONC. FTG.

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PONY WALL ON A

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2X4 AT 16" O.C.

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16" X 8" CONT.

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4" COMP. GRAVEL BASE

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4" CONCRETE OVER

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W/EXP. JTS. AS REQ'D.

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SLOPE 2" TO O.H. DOOR

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22" x 22" CRAWL ACCESS

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BLOCKOUTS TYP.

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BLOCKOUT FOR 16'-0" O.H. DOOR

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BLOCKOUT FOR 16'-0" O.H. DOOR

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18" ROUND x 24" DEEP CONC. FOOTING

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(1) TYPICAL PADS CENTERED ON POST

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DROP FLOOR AREA PER BUILDER'S SPEC'S.

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BLOCK OUT FOR ENTRY

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9-1/2" FLOOR JOISTS

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.006" VISQUEEN GROUND COVER

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R-19 INSULATION

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2X4 PONY WALL

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MIN. 1'-4". VERIFY

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SCALE: 3/8" = 1'-0"

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%%UCRAWL FOUNDATION DETAIL

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2X4 PRESSURE TREATED PLATE

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W/ 1/2" DIA. x 10" ANCHOR BOLTS @ 72" 0.C.

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FINISH GRADE

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FLOOR COVERING (SEE FLOOR PLAN)

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ON 7/8" APA RATED T & G SUBFLOOR

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(SEE FOUNDATION PLAN FOR SPACING)

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W/ CONTRACTOR

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RELEASES DESIGNER

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TO DESIGNER, PRIOR

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BUILDER TO VERIFY SUPPORT FOR STAIRS FROM UPPER LEVEL

REVISIO

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941-8607

CHECKED

JOB NO.

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3 12OF

TC0515B

LO

T 80 BLO

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MACE RIVER RAN

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SU

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4

GENERAL CONDITIONS:

2/18/2016

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SAFETY GLAZING REQ'D FOR ALL

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GLASS WITHIN 24" ARC OF DOORS.

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WITH FRAMER BEFORE CONSTRUCTION.

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ALL ANGLES 45 U.N.O.

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CONTRACTOR TO VERIFY WINDOW HEIGHTS

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o

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CEILING HEIGHT 10'-1 1/8" MAIN LEVEL

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(EXCEPT AS SHOWN).

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INSTALL SELF-CLOSING FIRE

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DOOR BETWEEN GARAGE AND

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INSTALL 5/8" GYPSUM BOARD

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ADJACENT TO LIVING SPACES.

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GLASS WITHIN 18" OF FLOOR OR

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GREATER THAN 9 SQ. FT. IN AREA.

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SAFETY GLAZING REQ'D FOR ALL

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ON ALL GARAGE WALL SURFACES

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LIVING SPACE.

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(EXCEPT AS SHOWN).

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HEADERS TO BE 4X8 FIR BEAM

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ALL WINDOW AND DOOR

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%%UNOTES:

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

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%%UFLOOR PLAN

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2939 SQ. FT. MAIN LEVEL

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1122 SQ. FT. GARAGE

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FLAT ISLAND

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16'-0" X 8'-0" O.H. DOOR

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16'-0" X 8'-0" O.H. DOOR

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W.H.

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FURN

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ROD & SHELF

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ROD & SHELF

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ROD & SHELF

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BENCH W/STORAGE

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FOLDING TABLE

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M. BEDROOM COFFERED CEILING HARDWOOD

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WINE ROOM BARREL VAULT CEILING CONCRETE

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DINING COFFERED CEILING HARDWOOD

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KITCHEN 10'-1" CEILING HARDWOOD

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ENTRY 10'-1" CEILING HARDWOOD

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FAMILY ROOM COFFERED CEILING w/BEAMS HARDWOOD

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PATIO CONC. SLAB

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UTILITY 10'-1" CEILING TILE

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MUD ROOM 10'-1" CEILING HARDWOOD

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BATH 10'-1" CEILING TILE

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OFFICE 10'-1" CEILING HARDWOOD (WAINSCOT)

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W.I.C. 10'-1" CEILING HARDWOOD

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GUEST SUITE 10'-1" CEILING HARDWOOD

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POWDER 10'-1" CEILING TILE

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2-CAR GARAGE 10'-1" CEILING 4" CONC. SLAB

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2x4 STUDS AT 16" O.C. W/ " 58" GYP. BOARD WALLS & CEILING 1 HR. SEPARATION WALL 20 MIN. DOOR W/ S.C. HINGES AND SMOKE SEALS

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2-CAR GARAGE 10'-1" CEILING 4" CONC. SLAB

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2x4 STUDS AT 16" O.C. W/ " 58" GYP. BOARD WALLS & CEILING 1 HR. SEPARATION WALL 20 MIN. DOOR W/ S.C. HINGES AND SMOKE SEALS

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ARCHED OPENING

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ARCHED OPENING

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ARCHED OPENING

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4420 FX ABV.

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PLACE

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FIRE

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FULL GLS.

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(2) 3060 SH ARCH TOP

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3060 SH

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3060 SH

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3060 SH

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4070 SH

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4070 SH

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COVERED PORCH 12'-0" CEILING CONC. SLAB

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2880

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2880

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2868

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2480

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2480

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2880

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2680

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3680

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2680

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4070 SH

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4070 SH

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FULL GLS.

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3070 SH

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2880

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DW

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(5) SH.

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PANTRY 10'-1" CEILING HARDWOOD

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GAS COOK TOP W/ HOOD

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DBL OVEN W/ MICROWAVE

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APPLIANCE CENTER

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2020 FX

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2020 FX

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2020 FX

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4016 FX ABV.

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21020 FX ABV.

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3020 FX ABV.

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22" x 30" ATTIC ACCESS

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ARCHED OPENING

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5'-0" OVAL TUB/SHOWER

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(5) SH.

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LINEN

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2480

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2480

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5080

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ROD & SHELF

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FREE STANDING

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TUB

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DESK AREA

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(5) SH.

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LINEN

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2880

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2480

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2480

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2480

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M. BATH 10'-1" CEILING TILE

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4070 SH

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VANITY

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W.I.C. 10'-1" CEILING HARDWOOD

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360 SQ. FT. BONUS ROOM

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3299 SQ. FT. TOTAL

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ROD & SHELF

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ROD & SHELF

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ROD & SHELF

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FULL GLS.

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2880

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2020 FX

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2020 FX

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2020 FX

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2040 GLS. BLK.

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1680

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5010 FX ABV.

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POT FILLER

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WASH

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DRY

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BUILT IN JEWELRY CAB.

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SHORT DOOR

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3020 FX

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3020 FX

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3020 FX

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NICHE

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NICHE

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WALLS ALL STONE BOTH SIDES

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EPOXY FLOOR

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EPOXY FLOOR

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(5) SH.

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STORAGE

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2880

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OUTDOOR KITCHEN BBQ AND REF.

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48" DRESSER

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48" DRESSER

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11'-0" CLG. 10'-0" CLG.

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JEWELRY AREA

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FARMHOUSE UTILITY SINK

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2620 FX

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2620 FX

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ROD & SHELF

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ROD & SHELF

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ROD & SHELF

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ROD & SHELF

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10'-8" TO TOP OF OPENING

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WINDOW SEAT

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2480 SWING DOOR

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3060 SH

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3060 SH

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WINDOW SEAT

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BLACK OUT

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BLACK OUT

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5020 FX

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SHELF & NICHE IN SHOWER PER SPEC'S.

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DROPPED FLOOR PER SPEC'S.

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DBL. WALL

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(2) 3060 SH ARCH TOP

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4016 FX ABV.

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4016 FX ABV.

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4016 FX ABV.

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4016 FX ABV.

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RELEASES DESIGNER

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TO DESIGNER, PRIOR

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REF.

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WALL MOUNT TUB FILLER PER SPEC'S.

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W.S.

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(2)3068

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CHECKED

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4 12OF

TC0515B

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GENERAL CONDITIONS:

2/18/2016

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BONUS TRUSS DETAIL SCALE: 1/4" = 1'- 0"

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6/12 ROOF PITCH

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BEDROOM 8'-1" CEILING CARPET

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COVERED BALCONY 8'-1" CEILING TREX DECK

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

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%%UFLOOR PLAN

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W/SHOWER

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BATH 8'-1" CEILING VINYL

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2468

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ROD & SHELF

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2868

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2868

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FULL GLS.

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3040 FX

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3040 FX

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ROD & SHELF

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ROD & SHELF

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2468

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2868

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SPIRAL STAIRCASE PER OWNER'S SPEC'S.

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RAILING PER SPEC'S.

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ADJUST STAIRCASE LOCATION BASED ON HEAD HEIGHT OF TRUSSES. VERIFY WITH BUILDER.

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(2) 3026 FX

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RELEASES DESIGNER

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TO DESIGNER, PRIOR

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DROP CEILING THIS AREA 2'-0" BELOW UPPER ROOF.

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2016 FX

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2016 FX

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CS-WSP




1PFH






W/ 7" MIN. EMBED.

N/A

STHD14

N/A

IN CENTER OF PLATE


SIMPSON



MIN. 1000 LB

TIE-DOWN DEVICE

FOR A PANEL SPLICE

(IF NEEDED), PANEL

EDGES SHALL OCCUR

OVER AND BE NAILED

TO COMMON

BLOCKING, AND

OCCUR WITHIN

MIDDLE 24 IN. OF

WALL HEIGHT. ONE

ROW OF 3 IN. O.C.

NAILING IS REQUIRED

IN EACH PANEL EDGE.

TYPICAL PORTAL

FRAME

CONSTRUCTION

MA

X. H

EIG

HT

1

0'

FASTEN TOP PLATE TO HEADER WITH

TWO ROWS OF 16D SINKER. NAILS AT 3

IN. O.C. TYP.

1000 LB STRAP OPPOSITE SHEATHING

FASTEN SHEATHING TO HEADER WITH 8D COMMON OR

GALVANIZED BOX NAILS IN 3 IN. GRID PATTERN AS

SHOWN AND 3 IN. O.C. IN ALL FRAMING (STUDS,

BLOCKING, AND SILLS) TYP.

MIN. LENGTH = 16 IN. FOR ONE STORY

MIN. LENGTH = 24 IN. FOR USE IN THE FIRST OF TWO

STORY STRUCTURES.

MIN. 2x4 FRAMING

3/8" MIN. THICKNESS WOOD

STRUCTURAL PANEL SHEATHING

MIN. 4200 LB TIE-DOWN DEVICE

(EMBEDDED INTO CONCRETE AND

NAILED INTO FRAMING).

SEE SECTION R602.10.3.3

5/8"x16" ANCHOR BOLT

MIN. DBL.

2X4 POST

1000 LB

STRAP

MIN. 3"x11-1/4" NET HEADER

METHOD PFH

INTERMITTENT PORTAL FRAME

6' to 18'

Extent of header (two braced wall segments)

Extent of header (one braced wall segment)

1 2 3

A

C

B

1.0 1.0 9.75

BRACING

METHOD

TABLE

R602.10.4.1

BRACED

WALL LINE

BRACED

WALL LINE

SPACING

(FEET)

REQUIRED

BRACING

LENGTH

(FEET)

EAVE TO

RIDGE

TOTAL

FTNT: c

WALL

HEIGHT

TOTAL

FTNT: d

NUMBER

BRACED

LINES

FTNT: e

REQUIRED

BRACING

LENGTH

(FEET)

PROVIDED

BRACING

LENGTH

(FEET)

BRACED PANEL LENGTH TABLE

BASED ON WIND SPEED (<90 mph)

BLOCKED

OR

UNBLOCKED

CS-WSP BLOCKED

1

2

A

3

C

50

B

4.0 1.0 1.030

12.5 1.0 1.0 18.1340

1.0 1.0BLOCKED

6.0 1.0 1.0 8.70CS-WSPBLOCKED

40

3.520

1.0 1.050

7.5

BLOCKED20.1515.5

1.30

GB

UNBLOCKED

1.30

1.30

1.45

CS-WSP

GB

CS-WSP 5.20

5.08

D 1.0 1.0BLOCKED

5.030

7.25

1.45

1.45

1.45

BLOCKED

CS-WSP

CS-WSP

CS

-W

SP

CS

-W

SP

CS

-W

SP

CS

-W

SP

14.83

CS

-W

SP

GB

GB

GB

GB

1

1

1

1

21.00

CS

-W

SP

CS

-W

SP

CS

-W

SP

CS

-W

SP

16.00

CS-WSP CS-WSP

CS-WSP

CS-WSP

CS-WSP

CS-WSP

16.25

GB

GB

GB

GB

GB

GB

GB

GB

GB

GB

19.17

GB

GB

CS-WSP CS-WSP

GB

GB

11

11

18.41

CS-WSP CS-WSP

8.00

D

CHECKED

JOB NO.

DATE

DRAWN

SHEET

5 12OF

TC0515B

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GENERAL CONDITIONS:

2/18/2016

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%%UBRACED WALL LINE PLAN

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16'-0" X 8'-0" O.H. DOOR

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16'-0" X 8'-0" O.H. DOOR

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PLACE

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DRY

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W.H.

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FURN

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2'-0"

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2'-0"

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2'-0"

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2'-0"

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2'-0"

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2'-0"

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20'-0"

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20'-0"

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20'-0"

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4'-0"

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4'-0"

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4'-0"

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2'-0"

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2'-0"

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2'-0"

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24'-0"

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24'-0"

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24'-0"

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TO DESIGNER, PRIOR

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F

4 5

E

1.0 1.0 2.00

BRACING

METHOD

TABLE

R602.10.4.1

BRACED

WALL LINE

BRACED

WALL LINE

SPACING

(FEET)

REQUIRED

BRACING

LENGTH

(FEET)

EAVE TO

RIDGE

TOTAL

FTNT: c

WALL

HEIGHT

TOTAL

FTNT: d

NUMBER

BRACED

LINES

FTNT: e

REQUIRED

BRACING

LENGTH

(FEET)

PROVIDED

BRACING

LENGTH

(FEET)

BRACED PANEL LENGTH TABLE

BASED ON WIND SPEED (<90 mph)

BLOCKED

OR

UNBLOCKED

CS-WSP BLOCKED

4

5

F

E

10

3.5 1.0 1.020

3.5 1.0 1.0 3.50CS-WSPBLOCKED

20

1.0 1.010

2.0

BLOCKED2.002.0CS-WSP

CS-WSP 3.50BLOCKED

1.0

1.0

1.0

1.0

CS-WSP CS-WSP

CS-WSP CS-WSP

CS-WSP

CS

-W

SP

CS

-W

SP

CS

-W

SP

7.33

4.00

8.00

6.50

REVISIO

NS

NO

.

DATE

TO

DD

CAM

PBELL CU

STO

M H

OM

ES

941-8607


CS-WSP




1PFH






W/ 7" MIN. EMBED.

N/A

STHD14

N/A

IN CENTER OF PLATE


SIMPSON



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JOB NO.

DATE

DRAWN

SHEET

6 12OF

TC0515B

LO

T 80 BLO

CK 1

MACE RIVER RAN

CH

SU

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IVISIO

N #

4

GENERAL CONDITIONS:

2/18/2016

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%%UBRACED WALL LINE PLAN

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

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RELEASES DESIGNER

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REVISIO

NS

NO

.

DATE

TO

DD

CAM

PBELL CU

STO

M H

OM

ES

941-8607

CHECKED

JOB NO.

DATE

DRAWN

SHEET

7 12OF

TC0515B

LO

T 80 BLO

CK 1

MACE RIVER RAN

CH

SU

BD

IVISIO

N #

4

GENERAL CONDITIONS:

2/18/2016

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ROOF FRAMING NOTES: 1.USE (2) 2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0" IN WIDTH UNLESS USE (2) 2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0" IN WIDTH UNLESS OTHERWISE NOTED. 2.USE (2) 2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0" IN WIDTH USE (2) 2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0" IN WIDTH UNLESS OTHERWISE NOTED. 3.REFER TO ELEVATIONS FOR ADDITIONAL INFO. REFER TO ELEVATIONS FOR ADDITIONAL INFO. 4.PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PER PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PER LOCAL CODES. 5.PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES.PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES.

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%%UROOF PLAN

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

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9-1/2" FLOOR JOISTS

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1/2" GYP. BOARD

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R-40 INSULATION

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.006" VISQUEEN GROUND COVER

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R-19 INSULATION

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2X4 PONY WALL

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SOFFIT W/ 8"X16" SCREENED

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3/8" PLYWOOD OR CLADWOOD

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ROOFING AS SPEC'D ON 15# FELT ON

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7/16" APA RATED SHEATHING ON

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1X8 CONT. FASCIA

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VENT @ 8'-0" O.C.

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WOOD TRUSSES @ 24" O.C.

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12

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6

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MIN. 1'-4". VERIFY W/ CONTRACTOR

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SCALE: 3/8" = 1'-0"

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%%UTYPICAL BUILDING SECTION

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SPEC'D ON EXT. MOISTURE BARRIER ON

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2X6 STUDS AT 16" O.C.

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WITH R-21 BATT INSULATION

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2X6 PRESSURE TREATED PLATE

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W/ 1/2" DIA. x 10" ANCHOR BOLTS @ 72" 0.C.

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FINISH GRADE

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FLOOR COVERING (SEE FLOOR PLAN)

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ON 7/8" APA RATED T & G SUBFLOOR

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(SEE FOUNDATION PLAN FOR SPACING)

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SIDING AS SPEC'D ON SHEATHING AS

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USE INTERIOR VAPOR BARRIER

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16'-0" X 8'-0" O.H. DOOR

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16'-0" X 8'-0" O.H. DOOR

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PLACE

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FIRE

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DW

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WASH

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DRY

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REF.

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W.H.

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FURN

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W.S.

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(2) 11-7/8" LVL

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(2) 11-7/8" LVL

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(2) 2x8 HDR.

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(2) 2x10 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x10 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(3) 11-7/8" LVL

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RELEASES DESIGNER

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TO DESIGNER, PRIOR

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REVISIO

NS

NO

.

DATE

TO

DD

CAM

PBELL CU

STO

M H

OM

ES

941-8607

CHECKED

JOB NO.

DATE

DRAWN

SHEET

8 12OF

TC0515B

LO

T 80 BLO

CK 1

MACE RIVER RAN

CH

SU

BD

IVISIO

N #

4

GENERAL CONDITIONS:

2/18/2016

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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ROOF FRAMING NOTES: 1.USE (2) 2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0" IN WIDTH UNLESS USE (2) 2x8 DF HEADERS @ ALL OPENINGS LESS THAN 5'-0" IN WIDTH UNLESS OTHERWISE NOTED. 2.USE (2) 2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0" IN WIDTH USE (2) 2x10 DF HEADERS @ ALL OPENINGS GREATER THAN 5-0" IN WIDTH UNLESS OTHERWISE NOTED. 3.REFER TO ELEVATIONS FOR ADDITIONAL INFO. REFER TO ELEVATIONS FOR ADDITIONAL INFO. 4.PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PER PROVIDE ATTIC VENTILATION USING GABLE VENTS AND/OR RIDGE VENTS PER LOCAL CODES. 5.PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES.PROVIDE SCREENED SOFFIT VENTILATION AT EAVES PER LOCAL CODES.

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%%UROOF PLAN

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

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RELEASES DESIGNER

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TO DESIGNER, PRIOR

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(2) 2x8 HDR.

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(2) 2x8 HDR.

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NS

NO

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DATE

TO

DD

CAM

PBELL CU

STO

M H

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ES

941-8607

CHECKED

JOB NO.

DATE

DRAWN

SHEET

9 12OF

TC0515B

LO

T 80 BLO

CK 1

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CH

SU

BD

IVISIO

N #

4

GENERAL CONDITIONS:

2/18/2016

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%%UBACK ELEVATION

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

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1x8 STUCCO TRIM TYP. ON TOP OF STONE

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%%UFRONT ELEVATION

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

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STUCCO FINISH. TYP. WHERE SHOWN

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CULTURED STONE TYP. WHERE SHOWN

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1x6 STUCCO TRIM TYP. AROUND DOOR AND WINDOWS

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12

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6

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1x12 STUCCO TRIM TYP. ON BOTTOM OF ALL WINDOW SEATS

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METAL ROOF. TYP. WHERE SHOWN

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METAL ROOF. TYP. WHERE SHOWN

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FLARE OUT 4". TYP. WHERE SHOWN

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12

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6

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12

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6

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RELEASES DESIGNER

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NO

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TO

DD

CAM

PBELL CU

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M H

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ES

941-8607

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DATE

DRAWN

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10 12OF

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LO

T 80 BLO

CK 1

MACE RIVER RAN

CH

SU

BD

IVISIO

N #

4

GENERAL CONDITIONS:

2/18/2016

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%%ULEFT SIDE ELEVATION

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

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%%URIGHT SIDE ELEVATION

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

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12

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6

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12

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6

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DD

CAM

PBELL CU

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ES

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11 12OF

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LO

T 80 BLO

CK 1

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IVISIO

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4

GENERAL CONDITIONS:

2/18/2016

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ELECTRICAL AND MECHANICAL GENERAL NOTES: 1.MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL VENTS AND DUCTWORK PRIOR TO CONSTRUCTION. 2.FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO BE A MINIMUM OF 26 GAUGE GALVANIZED SHEET METAL WITH NO OPENINGS INTO GARAGE. FIRESTOP AND SEAL AROUND DUCT PENETRATIONS. 3.FURNACES, HEAT PUMPS, WATER HEATERS AND OTHER FURNACES, HEAT PUMPS, WATER HEATERS AND OTHER MECHANICAL EQUIPMENT AS WELL AS GAS PIPING LOCATED IN GARAGE ARE TO BE PROTECTED FROM AUTOMOBILE IMPACT. SEE MECHANICAL INSPECTOR FOR PROTECTION REQUIREMENTS. 4.APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK, APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK, GLOW OR FLAME MUST KEEP PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES A MINIMUM OF 18" ABOVE FLOOR SURFACE. 5.SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTER BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN REQUIRED FOR OVERCURRENT PROTECTION. ALL SMOKE DETECTORS ARE TO BE WIRED TOGETHER ON ONE CIRCUIT AND DESIGNED FOR ALL DETECTORS TO SOUND IF ONE DETECTOR IS ACTIVATED. 6.IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS PROVIDE A MECHANICAL FAN CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR OR OPERABLE WINDOW. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING.

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

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%%UELECTRICAL PLAN

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ALL OUTLETS PLACED PER CODE REQUIREMENTS

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ALL T.V., PHONE, CAT5 OUTLETS PER BUILDER'S SPEC'S.

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EXTERIOR LIGHTS ON PHOTO CELL

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PERSCRIPTIVE ENERGY CODE COMPLIANCE THE PROPOSED BUILDING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE (2012 IECC)

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TABLE N1102.1

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INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT

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CLIMATE ZONE

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5

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WINDOW U-FACTOR

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0.35

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CEILING R-VALUE

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38

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WOOD WALL R-VALUE

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20 (or) 13+5

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FLOOR R-VALUE

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30

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SLAB R-VALUE

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10, 2FT

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MECHANICAL DUCTING

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8

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PENESTRATION U-FACTOR

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0.35

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SKYLIGHT U-FACTOR

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0.60

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CRAWL SPACE WALL R-VALUE

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10/13

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SD

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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S

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SOFFIT LIGHT

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SOFFIT LIGHT

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DISCONNECT BOX WATER FEATURE OUTLET LOCATION T.B.D. NEAR BEACH

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16'-0" X 8'-0" O.H. DOOR

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PLACE

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FIRE

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DRY

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W.H.

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FURN

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W.S.

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S

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S

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OUTDOOR KITCHEN BBQ AND REF.

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SD

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SD

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SD

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S

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TO

DD

CAM

PBELL CU

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M H

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ES

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DATE

DRAWN

SHEET

12 12OF

TC0515B

LO

T 80 BLO

CK 1

MACE RIVER RAN

CH

SU

BD

IVISIO

N #

4

GENERAL CONDITIONS:

2/18/2016

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BBQ STUB LOCATION T.B.D.

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SD

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ELECTRICAL AND MECHANICAL GENERAL NOTES: 1.MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND MECHANICAL CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL VENTS AND DUCTWORK PRIOR TO CONSTRUCTION. 2.FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE TO BE A MINIMUM OF 26 GAUGE GALVANIZED SHEET METAL WITH NO OPENINGS INTO GARAGE. FIRESTOP AND SEAL AROUND DUCT PENETRATIONS. 3.FURNACES, HEAT PUMPS, WATER HEATERS AND OTHER FURNACES, HEAT PUMPS, WATER HEATERS AND OTHER MECHANICAL EQUIPMENT AS WELL AS GAS PIPING LOCATED IN GARAGE ARE TO BE PROTECTED FROM AUTOMOBILE IMPACT. SEE MECHANICAL INSPECTOR FOR PROTECTION REQUIREMENTS. 4.APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK, APPLIANCES INSTALLED IN GARAGE GENERATING A SPARK, GLOW OR FLAME MUST KEEP PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES A MINIMUM OF 18" ABOVE FLOOR SURFACE. 5.SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER SMOKE DETECTORS SHALL RECEIVE THEIR PRIMAR4Y POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTER BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN REQUIRED FOR OVERCURRENT PROTECTION. ALL SMOKE DETECTORS ARE TO BE WIRED TOGETHER ON ONE CIRCUIT AND DESIGNED FOR ALL DETECTORS TO SOUND IF ONE DETECTOR IS ACTIVATED. 6.IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY IN BATHROOMS, WATER CLOSET COMPARTMENTS AND LAUNDRY ROOMS PROVIDE A MECHANICAL FAN CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR OR OPERABLE WINDOW. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING.

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

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%%UELECTRICAL PLAN

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ALL OUTLETS PLACED PER CODE REQUIREMENTS

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ALL T.V., PHONE, CAT5 OUTLETS PER BUILDER'S SPEC'S.

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RELEASES DESIGNER

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TO DESIGNER, PRIOR

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