INDEX TO DRAWINGS:

A1.0 COVER SHEET/SITE PLANA2.0 FOUNDATION PLANA2.1 FLOOR JOIST LAY-OUTA3.0 FLOOR PLAN - MAIN LEVELA3.1 FLOOR PLAN - LOFTA4.0 ELEVATIONSA4.1 ELEVATIONSA5.0 ROOF PLANA6.0 CROSS SECTION/DETAILSA6.1 CROSS SECTIONE1.0 ELECTRICAL

41

65

N.

BO

ND

STR

EE

T

225.00'

19

7.3

0'

PARCEL #324-10-175

225.00'

19

7.3

0'

PROPERTY LINE

PROPERTY LINE

Parcel Size - 1.02 acres

Township - 22N

Range - 16W

Section - 31

T22N R16W SEC 31 LAKE MOHAVE

COUNTRY CLUB ESTATES UNIT 3

AMENDED BLK Y LOT 5

50'-0

"

30'-0"62'-0"

EX

ISTIN

G

53'-6"39'-6" 40'-0"

50'-0

"70

'-0"

77'-4

"

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

COVER.SITE.PLAN

A1.0

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

new

residence

DANNY & SANDY TERRY

N

NOT TO SCALE

VICINITY MAP

PEACH SPRINGS

KINGMAN

WIKIEUP

SELIGMAN

ASH FORK

WILLIAMS

US HWY. 93

TO LAS VEGAS

AZ

HW

Y 6

8 T

O

BU

LLH

EA

D C

ITY

YUCCA

INTERSTATE 40

TO NEEDLES US HWY. 93

TO PHOENIX

IN

T

E

R

S

T

A

T

E

4

0

HISTORIC U.S. HIGHWAY 66

HACKBERRY

INTERSTATE 40

TO FLAGSTAFF

STOCKTON HILL RD.

TO MEADVIEW

PROJECT

LOCATION

DOLAN SPRINGS

Energy Conservation Certificate

2006 International Residential Code

Section N1101.8

Code Method Date

R-Values

Ceiling/Roof

Floors

Basement Walls

Walls

Ducts

General Contractor:

Insulation Contractor:

Form Complete by:

U-Factor

Windows Doors

HVAC

Type: Efficiency:

Water Heater

Type: Efficiency:

SITE PLANSCALE 1"=30'

6/16/2019 5:54:14 PM

GARAGE

COVERED PATIO

STHD14

STHD14

STHD14

STHD14

STHD14

STHD14

2

2

2

4

4

4

5

5

5

8 8 8 8

8 3

3 8

4

4

2

2

4

2

2

2

2

2

1

1

5

5

8

6

6

7

COVERED PORCH

2

2

2

2

2

2

2

3 3

3

3a

2 2

2 2

2

2 2

2

2

2 2 2 2

2

2

1. 2-#4 REBAR CONTINUOUS

2. 4" CONCRETE

3. 4" ABC

4. 6" CURB

2

3

1

1'-8

"

1'-4"

8"

1'-0

"

4

VA

RIE

S

1

3

3

2

1. 2-#4 REBAR CONTINUOUS

2. 4" CONCRETE

3. 4" ABC

1'-8

"

1'-4"

1

3

3

2

1. 2-#4 REBAR CONTINUOUS

2. 4" CONCRETE

3. 4" ABC

1'-8

"

1'-4"

VA

RIE

S

1. 2-#4 REBAR CONTINUOUS

2. 4" CONCRETE

3. 4" ABC

2

3

1

1'-8

"

1'-0"

8"

1'-0

"

1

2

3

7

6

5

1. 2-#4 REBAR CONTINUOUS

2. 4" CONCRETE

3. 4" ABC

2

3

1

1'-8

"

1'-4"

8"

1'-0

"

4

1. (4) #4 REBAR EACH WAY

2. 4" CONCRETE

3. 4" ABC

3

2

1

1'-0

"

3'-0"

3"

3"

3"

8

1. 2-#4 REBAR CONTINUOUS

2. 4" CONCRETE

3. 4" ABC

2

3

1

1'-8

"

2'-0"

8"

1'-0

"

3"

3"

3"

1

1. ANCHOR BOLT, MIN.12" LONG W/ 3" HOOK

2. 4" STEEL COLUMN

3. 1 1/2" DRYPACK

2

3

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

FOUNDATION.PLAN

A2.0FOUNDATION PLAN

SCALE 1/4"=1'-0"

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

new

residence

6/16/2019 5:55:06 PM

2

2

2

4

4

4

3-1/8"X12" LAM-BEAM

3-1/8

"X12

" LAM

-BEA

M

3-1/8

"X12

" LAM

-BEA

M3-

1/8"X

12" L

AM-B

EAM

BRG.

PAR

TITI

ON

BRG.

PAR

TITI

ON

3-1/8

"X12

" LAM

-BEA

M

3-1/8"X12" LAM-BEAM

2

2

2

2

2

2

2

3 3

3

3a

2 2

2 2

2

2 2

2

2

2 2 2 2

2

2

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

FLOOR.JOIST

A2.1FLOOR JOIST LAY-OUT

SCALE 1/4"=1'-0"

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

new

residence

6/16/2019 5:55:30 PM

HEATER TO OUTSIDE

PLATFORM24" HIGH PLYWOOD

AIR AND SET ON

VENT HOT WATER

W/C

(5)SHLVS.

WASH.SPACE

DRYERSPACE

W/C

SEAT

DISH-

DISPOSALGARBAGE

WASHER

RANGE WITHHOOD

RE

FRIG

.S

PA

CE

(5)SHLVS.

(5)S

HLV

S.

MICRO-WAVE BUILT-IN TRASH

SOLARTUBE

SOLARTUBE

SOLARTUBE

STHD14

STHD14

STHD14

STHD14

STHD14

STHD14

2

2

2

4

4

4

2

2

2

2

2

2

2

3 3

3

3a

2 2

2 2

2

2 2

2

2

2 2 2 2

2

4" STEEL PIPE COLUMN

HB

HB

HB

HB

2

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

FLOOR.PLAN

A3.0FLOOR PLAN

SCALE 1/4"=1'-0"

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

390 sq. ft. loft

Dan

ny &

S

an

dy T

erry

new

residence

232 sq. ft. covered porch304 sq. ft. covered patio623 sq. ft. garage area

1,856 sq. ft. living area main floor

6/16/2019 5:56:01 PM

SOLARTUBE

SOLARTUBE

4X4 WOOD POST ABOVE

4X4 WOOD POST ABOVE

SOLARTUBE

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

FLOOR.PLAN

A3.1

FLOOR PLANSCALE 1/4"=1'-0"

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

new

residence

LOFT AREA

6/16/2019 5:56:27 PM

RIGHT ELEVATIONSCALE 1/4"=1'-0"

FRONT ELEVATIONSCALE 1/4"=1'-0"

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

ELEVATIONS

A4.0

new

residence

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

6/16/2019 5:56:56 PM

LEFT ELEVATIONSCALE 1/4"=1'-0"

REAR ELEVATIONSCALE 1/4"=1'-0"

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

ELEVATIONS

A4.1

new

residence

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

6/16/2019 5:57:21 PM

STEP BOTTOMCORD OF TRUSSESIN LIVING ROOM 24"

2X TOP & BOTTOM CHORD TRUSSESPER MFG. SPECS & IBC @24"O.C.8 & 12 PITCH

2X12

RAF

TERS

@24

"O.C

.8 &

12 P

ITCH

(TYP

ICAL

)SL

OPE

(TYPICAL)SLOPE

STHD14

STHD14

STHD14

STHD14

STHD14

STHD14

2

2

2

4

4

4

valley

valley

valley

valley

valley

valley

ridge

ridge

ridge

ridge ridge

3-1/8"X12" LAM-BEAM 3-1/8"X12" LAM-BEAM

3-1/8"X12" LAM-BEAM

5-1/8

"X12

" LAM

-BEA

M

5-1/8

"X12

" LAM

-BEA

M

3-1/8

"X12

" LAM

-BEA

M3-

1/8"X

12" L

AM-B

EAM

(TYPICAL)SLOPE

4x12 HDR.

4x12 HDR. 4x12 HDR.

4x12 HDR.

4x12 HDR.4x12 HDR.4x12 HDR.

4x12 HDR.

4x8 HDR.

4x8 H

DR.

4x12 HDR. 4x8 HDR. 4x8 HDR.

4x8 HDR.

4x8 HDR. 4x8 HDR.

4x8 HDR.

(2) 2

X12

(TYP

ICAL

)SL

OPE

(TYP

ICAL

)SL

OPE

(TYP

ICAL

)SL

OPE

(TYP

ICAL

)SL

OPE

(TYPICAL)SLOPE

(TYPICAL)SLOPE

(TYPICAL)SLOPE

2X12

RAF

TERS

@24

"O.C

.8 &

12 P

ITCH

2X T

OP &

BOT

TOM

CHOR

D TR

USSE

SPE

R MF

G. S

PECS

& IB

C @

24"O

.C.

8 & 12

PIT

CH

2

2

2

2

2

2

2

3 3

3

3a

2 2

2 2

2

2 2

2

2

2 2 2 2

2

2

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

ROOF.PLAN

A5.0

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

new

residence

ROOF PLANSCALE 1/4"=1'-0"

6/16/2019 5:57:49 PM

STUCCO PILLARS4X6 WOOD POST OR

METAL POST BASE STRAP

OR TRUSSMETAL ANCHOR @EACH RAFTER

AND CONCRETE TILE ROOFING

2X TOP & BOTTOM CHORD TRUSSES PER MFG.SPECS & U.B.C. WITH 7/16" OSB SHEATHING 15# FELT

2X6 STUDS @16"O.C.

2-2X6 TOP PLATE

1/2" SHEETROCK 2X6 REDWOOD OR TREATED PLATEANCHORED WITH 1/2"X10" ANCHOR BOLTS@48"O.C. AND WITHIN 12" OF CORNERS

R-19 INSULATION

FRAMING ANCHOR AT EACH END OF EACH TRUSS

SHEAR

STUCCOPROVIDE WEATHERBARRIER

GARAGE FOOTING

4" CONCRETE

IN CONCRETE FOOTING2-#4 REBAR CONTINUOUS

4" A.B.C.

SCALE 1/2"=1'0"

6"CURB

VARIES

2X BLKG. CONTINUOUS

1" SPACE

REBARS EACH WAY

12"X24"X24" CONCRETEFOOTINGS WITH 2-#4

4X12 BEAM

DWELLING

4" CONCRETE4" AB.C.

R-38 INSULATION WITH BAFFLES AS REQUIRED

4" CONCRETE

4"A.B.C.

DWELLING WALLTOP OF EXTERIOR

3/8" OSB (OR=),2'8" BLOCKED AT ALL PLYWOOD EDGES.TWO 10" 1/2" AB EMBEDDED 7" TWO STHD10 (OR=) SETWITHIN 1-1/2" OF OUTSIDE EDGE OF BRACE WALL PANEL.

WALL HEIGHT: MAINTAIN 3.5:1 RATIO

3/8" APA RATED SHEATHING 8d @ 6"O/C AT EDGES; 12"O/C IN FIELD MINUM 48" PANEL WIDTH MAY NOTEXCEED 10' PANEL HEIGHT.

NAIL EDGES AT 6" O/C AND FIELD AT 12"O/C.

8' ONE SIDE 1/2" - GYPSUM WALLBOARD 6d COOLER OF DW NAILS AT 7"O/C.

(NOT ON BOTTOM CHORD OF TRUSS) ALSO PROVIDE SWITCHED LIGHT , WORK PLATFORM, & PERMANENT RECEPTACLE

PROVIDE DIRECT VENTILATION TO EXTERIOR FOR DRYER

2

3

ALL CEILING FANS WILL BE INSTALLED WITH FAN APPROVED ELECTRICAL BOXES.

ALL SHEAR PANELS TO BE 3/8" APA RATED CDX PLYWOOD OR EQUIVALENT,NAILED WITH 8D COMMON OR GALVANIZED BOX ANILS 6"O.C. AT EDGES AND

PROVIDE AN APPROVED PRESSURE RELIEF TANK OR VALVE ON THE WATER SYSTEM.

5/8" TYPE "X" SHEETROCK ON GARAGE & LIVING AREA COMMON WALLS, ATTIC

PROVIDE 2" SPACE BETWEEN WEEP SCREED AND CONCRETE WALKS & DRIVEWAYS.

IF HVAC IS LOCATED IN ATTIC PROVIDE FRAMING FOR SUPPORT OF CONCENTRATED LOAD

SPACE AND STRUCTURAL SUPORTING WALLS IN GARAGE.

PROVIDE ATTIC VENTILATION OF MIN. OF 150TH OF THE ATTIC AREA OR

PROVIDE THERMAL BARRIER OF FOIL BACK PRODUCT PER BUILDING

PROVIDE 1/300TH OF ATTIC VENTILATION W/ 50% UPPER VENTILATION AND 50% VENTILATION

DEPT. ON GABLE ENDS.

12" O.C. IN THE FIELD.

1GENERAL NOTES:

SEE DETAIL THIS PAGE4

1800 LB. HOLD DOWN - 1 STORY & 3,000 LB. HOLD DOWN - 2 STORY

IN THE LOWER PORTION OF THE ATTIC

4' (2) TWO SIDES -1/2" GYPSUM WALLBOARD 6d COOLER OF DW NAILS AT 7"O/C.3a

3/8" PLYWOOD

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

SECTION.DETAILS

A6.0

4

41

65 N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

409

PA

RC

EL

#3

24-10

-1

75

Dan

ny &

S

an

dy T

erry

new

residence

6/16/2019 5:58:17 PM

3/8" PLYWOOD

SHEAR EXTERIOR

WALLS SOLID

FIBERGLASS

REINFORCED

STUCCO

3/8" PLYWOOD

SHEAR EXTERIOR

WALLS SOLID

FIBERGLASS

REINFORCED

STUCCO

2X6 REDWOOD OR TREATED PLATE

ANCHORED WITH 1/2"X12" ANCHOR

BOLTS AT 48"O.C. AND WITHIN 12"

OF ALL DOOR OPENINGS AND CORNERS

4" CONCRETE

4" ABC

2X6 REDWOOD OR TREATED PLATE

ANCHORED WITH 1/2"X12" ANCHOR

BOLTS AT 48"O.C. AND WITHIN 12"

OF ALL DOOR OPENINGS AND CORNERS

2X6

METAL ANCHOR AT EACH END OF EACH TRUSS

1/2" GYPSUM BOARD

R-19 INSULATION

WALLS @24"O.C.

2-2X6 TOP PLATE

SEE SHEET A2

FLOOR TRUSSES @16" O.C.(INSTALL PER MFG. SPECS) 1-1/8" T&G PLYWOOD SHEATHING

R-11 INSULATION

2X4 @24" O.C.

(2) 2X4 PLATE1/2" GYPSUM BOARD

2X12 RAFTERS @24" O.C.

WITH 1/2" PLYWOOD DECK

CONCRETE TILE ROOFING

METAL ANCHOR AT EACH END OF EACH TRUSS

2X6 FASCIA BOARD1X WOOD TRIM

METAL FLASHING

3'-9

1 2

"

8'-1

1 2

"

9'-0

"

SYSTEM PER MFG. SPECS.

SEE SHEET A2

SEE SHEET A2

2X6

1/2" GYPSUM BOARD

R-19 INSULATION

WALLS @24"O.C.

2-2X6 TOP PLATE

R-38 INSULATION

3-1/8"X12" LAM-BEAM

3-1/8"X16" LAM-BEAM

2X4 @24"O.C.

4" STEEL PIPE COLUMN

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

SECTION.DETAILS

A6.1

CROSS SECTIONSCALE 1/2"=1'-0"

41

65 N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

409

PA

RC

EL

#3

24-10

-1

75

Dan

ny &

S

an

dy T

erry

new

residence

6/16/2019 5:58:40 PM

s3

s

LIGHT FIXTURE

CLG. FAN

DUPLEX CONVENIENCE OUTLET

DATA/COMMUNICATIONS

SURFACE MOUNT FLRS. FIXTURE

CABLE TV

3-WAY SWITCH

SWITCH

DISCONNECT

EXHAUST FAN

RECESSED CAN

COMBO SMOKE DETECTORS C02/SMOKE

GFI

W/PGFI\WEATHER PROOF

220 VOLT OUTLET

24" FLRS. UNDER CABINET FIXTURE

DOUBLE FLOOD LIGHT

SMALL RECESSED CAN

SMOKE DETECTOR

GROUND FAULT CURRENT INTERRUPTER

DOOR OPENER

CLG. OUTLET FORAUTOMATIC GARAGE

ss

ss

sss

ss

ssss

ss

s

ss

s ss

s

ss

s

s

sssss

ss ss

ss

s

ss

s

GFI

GFI

GFI

GFI

GFI GFI GFIGFI

GFIGFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

W/PGFI

W/PGFIW/P

GFI

W/PGFI

W/PGFI

ssss s

s

outetfloor

W/PGFI

s

s

s

s

DRAWING NO.

DRAWING TITLE

DATE

CHECKED BY

DRAWN BY

REVISIONS DESCRIPTIONNO.

DATE

JOB NO.

ELECTRICAL

E1.0ELECTRICAL PLANSCALE 1/4"=1'-0"

41

65

N

. B

ON

D S

TR

EE

T, K

IN

GM

AN

, A

RIZ

ON

A 86

40

9

PA

RC

EL

#3

24

-1

0-17

5

Dan

ny &

S

an

dy T

erry

new

residence

UPPER LEVEL

MAIN LEVEL

6/16/2019 5:59:05 PM