c:documents and settingsanou mirkinemy...

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1

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2Sim

EXISTING CLEAREDLIMITS

MOUNTAIN VIEWDIRECTION

DRIVE ACCESS

NEW GUESTPARKING

2 CARCARPORT(FUTURE)

MAIN HOUSE

SI D

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BA

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1789

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CHAINLINK FENCE

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EXISTING ROAD TO REMAIN

EQ

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2Sim

CHAIN LINKFENCE

EXISTING CLEAREDLIMITS

WATER VALVE

MOUNTAIN VIEWDIRECTION

DRIVE ACCESS

COMMUNICATIONSBOX

ELECTRIC BOX

SET R.L.S.16516

EXIS

TIN

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17

0° 2

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330.4

9'

SE

89° 40' 14"

659.72'

N E

89° 39' 41"

659.78'

S W

89

EXISTING UTILITIES.PROVIDEHOOK-UP TO NEW HOUSE.ROUTE UTILITIES INCOUNTY REQUIREDTRENCH REVIEWLOCATION W/OWNER.DO NOT DISTURBEXISTING LANDSCAPING.

A1.2

2

8' - 0"2' - 8"

2' - 7 3/4"

2' - 8 1/4"

94

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23

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A1.1

1" = 20'-0"1

Partial Site Plan

Keynote Legend

Key Value Keynote Text

17 8" CMU/STUCCO YARD WALL TO 48" ABOVE FINISH FLOOR. 3/4" 3-COAT STUCCO SW#6180 OAKMOSS

23 ELEVATED WOOD WALKWAY/5/4" PAU LOPE DECK W/TREATED LUMBER W/EBTY FASTNERS

86 AFTER COMPLETING CONSTRUCTION, DEMO A PORTION OF THE EXISTING DRIVEWAY. LANDSCAPE THE AREA OF DEMOLISHED ROADWAY TOMATCH THE ADJ. NATURAL HABITAT. LANDSCAPING BY OWNER.

87 EXISTING SEPTIC TANK TO BE RE-USED. EXTEND HOUSE WASTE LINE 5' FROM BUILDING & HOOK-UP TO EXISTING TANK. SEE PLUMBING DWGS.

89 PROPOSED TREES

90 EXISTING DRIVEWAY, FOR CONSTRUCTION ONLY.

93 NEW 6" BASE COURSE DRIVEWAY. COMPACT W/ROLLER. APPLY 1" GRAVEL BASE, COLOR TO MATCH EXISTING DRIVEWAY .

94 LIMIT OF TOPOGRAPHY SURVEY

1" = 20'-0"2

Partial Site Plan NO ROOF

First Floor2232' - 0"

1 3

/4"

1' -

0"

VA

RIE

S1

3/4

"1

0"

ELEVATED WOODWALKWAY/5/4" PAU LOPEDECK W/TREATED LUMBERW/EBTY FASTNERS

12" DIA. SONOTUBE FOOTINGFILLED WITH CONCRETE FORRAISED WALKWAY.

6X6 TREATED POSTS

(2) TREATED 2X6 STRUCTUREBETWEEN 4X4 POSTS

6X6 SIMPSON BASEATTACHMENT

6X6 TREATED POSTS

3' - 6"


Grade2230' - 6"

Low Wall2236' - 0"

2

9 1/4"

CROWN STUCCO TOP FORDRAINAGE

6X6 TREATED POSTS


(3) #4'S CONT. W/#4 TRANSVERSE @18" O.C.

#4 VERTICAL @24" O.C. FILL VERTICALCELLS W/CONCRETE.

#4 "L" BAR @ 24" O.C.

(3) COAT STUCCO OVER (2) LAYERSTYPE "D" PAPER OVER 17 GA. SELF-FURRING STUCCO LATH.

4' -

0"

WEEP SCREED @BELOW GRADE

5

A1.2

8"

10

' - 8

"8

"

12

' - 0

"

8" 3' - 0" 8"

4' - 4"

CAST IN PLACE CONCRETEDOG POOL - FINISH SMOOTH,STAIN AND SEAL

EQ

EQ

EQ EQ

SLOPE 1/8"/FT

SLO

PE

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"/F

T

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PE

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"/FT

SLOPE 1/8"/FT

Grade2230' - 6"

4

A4.1

4"

CAST IN PLACE CONCRETEDOG POOL - FINISH SMOOTH,STAIN AND SEAL

COMPACTED SOIL TO'95% COMPACTIONDENSITY.

PROPOSED WATER LEVEL

UNDISTURBED SOIL

2' -

2"1' -

8"

6"

FISH

EQEQEQEQ FLOOR DRAIN W/REMOVABLECAP

2" PVC DRAIN TO GRAVELFRENCH DRAIN

L-BAR @ 24" O.C.

#4'S CONT.

#4'S CONT.

#4'S CONT.#4'S CONT.



6X6 TREATED POSTS

8' - 0"

2' - 8"2' - 7 3/4"2' - 8 1/4"

(1) 2X6

3' -

6"

2 3

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3' -

0 1

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2 3

/4"




Grade2230' - 6"

3' -

0"

1' -

6"

6 3

/4"

4"

4"

3/8" FILLET

1' - 1"

6 3

/4"

4" CONC. SLAB W/661010WWF, STAIN AND SEAL,COLORED CONCRETE, AIRENTRAINED

1"X2" BLACKEN STEEL, TYP

PAU LOPE HANDRAIL

#4'S CONT.



1 1

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0' -

0 1/

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"

1 1

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5 7

/8"

PAU LOPE HANDRAIL

4"X1"X1/8" BAR PRE-DRILLED

1"X2" STL. BAR - BLACKENSTEEL

3'-0" DIA. FRENCHDRAIN

1"-2" DIA. CRUSHEDROCK FILL

PERFORATED END CAPFOR DRAIN.

TOP SOIL

LANDSCAP FILTER FABRIC

6"

6' -

0"

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A1.2

3/4" = 1'-0"1

SECTION @ FOOTBRIDGE

3/4" = 1'-0"3

SECTION @ FOOTBRIDGE/YARD WALL

1" = 1'-0"4

DOG POOL PLAN

1" = 1'-0"5

SECTION @ DOG POOL

3/4" = 1'-0"2

PARTIAL PLAN OF FOOTBRIDGE

3/4" = 1'-0"8

TYPICAL STAIR SECTION

3" = 1'-0"7

CROSS SECTION @ HANDRAIL

3/4" = 1'-0"6

DOG POOL FRENCH DRAIN

WH

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A3.0

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189 SF

BEDROOM 1

1 141 SF

BEDROOM 2

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41 SF

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5

164 SF

KITCHEN

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101 SF

ENTRY

799 SF

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.00

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7' - 5 3/4"

100.

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7' - 3" 17' - 10" 4' - 0"

3

A4.1

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1' - 0"

38

2121 21

31

CA#1 27 29

30

2220

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34

39

39

202220

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9

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99

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95 96

100

100

100

100

100 100

100

100

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S1.0

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S1.0

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S1.0

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S1.0

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S1.0

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126126

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28

149

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5' -

7"

9

23

3' -

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A7.1

2

3

17

A7.25

A7.26

A7.0

10Sim

A7.2

7Sim

15 15

14

80.00°

-

S1.3

2

S1.3

3

S1.34

S1.3 1

5' - 2

"

168

11

A7.0

8

A1.2

CJ

CJ

CJ

40

PANEL WALLS SUPPLIED BY H-HAUS

FRAME WALLS BY GENERAL CONTRACTOR

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NOVEMBER 28, 2008

A2.0

1/4" = 1'-0"1

FLOOR PLAN

Keynote Legend

KeyValue Keynote Text

2 8"x8" T.S. COLUMN PRIME AND PAINT- SW# 0006 TOILE RED,TYP.

8 3"X4" DOWNSPOUT WITH LEADER TO OWNER SUPPLIEDCISTERN

9 CONCRETE SPLASH BLOCK

19 IKEA "PAX STORDAL" WARDROBE 78 3/4"W X 26" D X 92 7/8" H

20 IKEA "PAX" 39 3/8" W X 92 7/8" H X 24" D

21 IKEA BOOK CASE, WHITE. 5X5 (BY H-HAUS)

22 IKEA "PAX" SINGLE DOOR 19 5/8" W X 23 5/8" D X 92 7/8" H

23 ELEVATED WOOD WALKWAY/5/4" PAU LOPE DECKW/TREATED LUMBER W/EBTY FASTNERS

27 SINK

28 (2) 24" WIDE X 24" DEEP REFRIGERATOR/FREEZERS

29 DISHWASHER

30 15"X28" MEDICINE CABINET - BOTTOM @ 40" A.F.F.

31 42"HIGH P-LAM COUNTER TOP WITH CABINETS BELOW.PROVIDE CABINET CLOSURE PANEL AT WALL ENDS - 2TOTAL.

32 COOKTOP WITH EXHAUST HOOD AND LIGHT ABOVE

34 PAU LOPE FLOORING AT SHOWER FLOOR, ANCHOR SEALENDS. EB-TY

36 WATER HEATER

37 CAST IN PLACE CONCRETE DOG POOL - FINISH SMOOTH,STAIN AND SEAL

38 BAR-B-QUE, GC. TO PROVIDE 10" DIA. ROOF PENETRATION.

39 30" TOWEL BAR

40 36" HIGH COUNTER TOP - P-LAM WITH VYN LAMINATEDGLASS W/MYLAR SHEET, TYP.

61 4" CONC. SLAB W/661010 WWF, STAIN AND SEAL, COLOREDCONCRETE, AIR ENTRAINED

95 200 AMP ELECTRICAL PANEL (MAIN POWER).

96 TELEPHONE BOX. PROVIDE (1) 4" PCV CONDUIT UNDER SLABTO LOCATION NOTED ON PLAN.

97 12"X12" WOOD ACCESS PANEL W/SILL @ 48" A.F.F. (LIGHTACCESS PANEL). PAINT WOOD PANEL TO MATCH ADJ. WALL.

99 FROST PROOF HOSE BIB

100 CONCRETE CONTROL JOINT

101 STORAGE ROOM: PROVIDE WALL BLOCKING @ 54" AFF FORFUTURE SHELVING BY OWNER

126 6'-0" WIDE X 3'-6" X 1/2" "MILK GLASS" LITE IN ALUM. CHANNELSURROUND - TOP AND BOTTOM SIDES ONLY.

149 STACKED WASHER & DRYER. PROVIDE 4" DIA. DRYER VENTTO PRIMARY ROOF.

150 FLOOR TO CEILING 3/8" TEMPERED GLASS WALL, "FROSTEDWHITE."

168 PROVIDE & INSTALL UNDER SLAB, (1) 2" DIA. CONDUIT FORELECTRICAL POWER TO ISLAND. POWER FOR CABINETLIGHTS & COOKTOP RANGE.

CA#1

WALL LEGEND

D

3

D3

D

D3

3

D3

D3D

3

3

3

33

3

F3

F3

DD

D3

F3 F3 D3

3

D

D

D

1

2

3

4

5

A B

6

A.F.F.

GWBw/studs

7' - 11 1/2"

A.F.F.

WATERPROOFGWB

8' - 0"

A.F.F.

GWB

7' - 11 1/2"

A.F.F.

GWB

10' - 0"A.F.F.

GWB

10' - 0"

A.F.F.

GWB

9' - 11 1/2"

A.F.F.

GWBw/studs

7' - 11 1/2"

A.F.F.

GWBw/studs

7' - 11 1/2"

A.F.F.

WATERPROOFGWB

8' - 0"

7' - 0" 7' - 0"

7' -

5 3

/4"

11

' - 4

1/4

"

A.F.F.

GWB

7' - 0"

A.F.F.

GWBw/studs

8' - 0"

12' - 7 3/4"

L-AL-A

L-C

L-C

L-C

L-E

L-CL-CL-C

L-B

L-B

L-H

L-L

L-L

L-D

L-D

L-D

L-D

L-F

L-F

L-GL-G

L-G

70

L-I

L-I

L-K

L-A

L-B

L-B

(A) LIGHTS INCABINETS BELOW42" HIGH COUNTER.LIGHTS BY CABINETMANUFACTURER.PROVIDE WIRINGTO LIGHTS, THISAREA.

151

TO ROOF LIGHTS

167

L-M

L-ML-M

L-I

L-I

L-I

L-I

1' - 11 1/2"

L-A

L-A

L-G

A.F.F.

GWB

9' - 11 1/2"

L-F

BY OWNER

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NOVEMBER 28, 2008

A2.1

1/4" = 1'-0"1

First Floor

Keynote Legend


70 10" DIA. EXHAUST

151 SOFFIT OVER BOOK CASES, SEE DETAIL

167 1"X4" T&G WOOD CLG. NO GROOVE. STAIN &SEAL ENDS BEFORE PLACING.

L-A LIGHTS INSIDE MANUFACTURED CABINETS.LIGHTS BY MANUFACTURER PROVIDEELECTRICAL HOOKUP TO THIS LOCATION

L-B FAN (BY OWNER), PROVIDE J-BOX & SWITCH.

L-C 6' TRACK W/TRACK HEADS

L-D IN-WALL STEP LIGHTS, HALO

L-E RECESSED WALL WASHER, 4"

L-F PENDANT LIGHT

L-G KITCHEN UNDERCABINET LIGHTS. PROVIDEWIRING TO UPPER CABINETS FOR INTERIORCABINET LIGHTS. PLACE ON SAME SWITCH LEGAS UNDER COUNTER LIGHTS

L-H EXTERIOR WALL SCONCE

L-I 48" UPLIGHT

L-K WATER PROOF RECESSED DOWNLIGHT

L-L SURFACE MOUNTED CLOSET LIGHT W/ COVER

L-M CELING MOUNTED SMOKE DETECTOR

TO ROOF LIGHTS

1

2

3

4

5

A B

6

1

A4.0

2

A4.0

1

A4.1

2

A4.1

3

A4.0

3

A4.1

2

A5.0

4

A4.1

5

A4.1

1

A5.3

S1

SLO

PE

1/8

"/FT

SLO

PE

1/8

"/FT

SLO

PE

1/8

"/F

T

SLOPE 1/8"/FT

68

69

68103

70

153

152152

RIDGE LINEHIGH POINT

1/4"

/FT1/4"/FT

1/4"/FT1/4"

/FT

1/4"

/FT

1/4"/FT

1/8"/FT

82

82

82

82

127

1/4"

/FT

82

SLOPE 1/8" PER FOOT

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#1

NOVEMBER 28, 2008

A2.2

1/4" = 1'-0"1

FIRST ROOF PARAPET

Keynote Legend


68 4'X8' SOLAR PANEL - PROVIDE ROOFBLOCKING AS REQ'D FOR PANELATTACHMENT.

69 18"X78" DOME SKYLIGHT ON 2X8 WOOD CURBTO BATHROOM BELOW

70 10" DIA. EXHAUST

82 METAL PARAPET CAP TO BE FRAMED BYGENERAL CONTRACTOR, TYP.

103 4'X4'X5'H ROOF TOP UNIT 60 AMP, 220V

127 SLOPE STUCCO CAP, PARAPET TO BEFRAMED BY GENERAL CONTRACTOR, TYP.

152 CRICKETS TO SLOPE 1/4"/12"

153 VENT STACK FROM BATHROOM & KITCHEN

7

8

C

E

D8"

12' - 0"

12' - 0"

8"

24' - 0" 8

"

24' - 0

"

1' - 0

3/4

"

SLO

PE

1/8

"/F

T

5

16

7

1

2

3

4

5

A B

6

68

70

16

71

8

8

5

7

OPEN TO PRIMARY ROOF BELOW

SLOPE 1/8" PER FOOT

SLOPE 1/8" PER FOOT

5' - 4 1/4"

9' -

2 3

/4"

3' -

6"AREA OPEN

TO BELOW

PARTIAL ELIPSE

8' - 3" 10' - 0 3/4"

2' -

10

"

AREA OPEN TO BELOW

PARTIAL ELIPSE

60

' - 0

"

8"

12

' - 0

"1

2' -

0"

12

' - 0

"1

2' -

0"

12

' - 0

"8

"

8" 42' - 4" 8"

13' - 11 1/4" 19' - 5 1/2"

10

' - 5

3/4

"1

4' -

0"

PRIMARY ROOFBELOW

1/8

"/FT

103

5' - 2" 4' - 10"

7 3

/4"

1/8"

/FT1/8

"/FT

16

16 16

69

A5.310

DATE

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75

05

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-16

13

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-16

18

99

50 W

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3

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#2

NOVEMBER 28, 2008

A2.3

1/4" = 1'-0"2

GARAGE ROOF PLAN - (FUTURE)

1/4" = 1'-0"1

MAIN HOUSE 2ND ROOF PLAN - (FUTURE)

Keynote Legend


5 6"X8" METAL GUTTER,

7 26 GA. CORRIGATED METAL FASCIA - SW#2801 ROCKWOOD DARKRED

8 3"X4" DOWNSPOUT WITH LEADER TO OWNER SUPPLIED CISTERN

16 VULCRAFT 1.5B 22 GA ROOF DECK. @ SUPPORTS -#10 TEK SCREWS(3315 SCREW LAYOUT), @ SIDE LAPS #10 TEK SCRES (2 PER SPAN).

68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING AS REQ'D FOR PANELATTACHMENT.

69 18"X78" DOME SKYLIGHT ON 2X8 WOOD CURB TO BATHROOM BELOW

70 10" DIA. EXHAUST

71 ROOF PENETRATION FOR OWNER SUPPLIED BAR-B-QUE/RANGE.VERIFY EXHAUST DUCT DIA. W/OWNER



8' Ceiling2240' - 0"

Second Roof2246' - 8"

Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"

FIRST ROOF PARAPET2244' - 6"

1 2 3 4 5 6

6

D

C-1

3

7

2

47

73

73

73

15

8' -

0"

6' -

8"

4810

' - 0

"OPEN

2

2' -

2"

2' -

6"

1' -

0"

1' -

0"

8' -

0"

1' -

6"

68103 70

65

71

L-D

98

72

82

172

' - 6

"

2' -

0"

99


8' Ceiling2240' - 0"


Grade2230' - 6"

Low Wall2236' - 0"

A B

1

B

EE

7

48

2

47

2

72 72

10

' - 0

"

15

' - 4

"

8' -

0"

4' -

0"

68

7071

1

17

6' -

8"

4' -

0"

4' -

0"

1' -

6"

L-D

98

68

65

2' -

3 1

/ 4"

99

DATE

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89

-16

18

99

50 W

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RV

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574

3

1/4" = 1’−0"

HA

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NOVEMBER 28, 2008

A3.0

1/4" = 1'-0"1

NORTHEAST ELEVATION

1/4" = 1'-0"2

NORTHWEST ELEVATION

Keynote Legend


1 VULCRAFT 24LH08


7 26 GA. CORRIGATED METAL FASCIA - SW#2801 ROCKWOODDARK RED

15 METAL "S" PANEL - SW#2822 - DOWNING SAND

17 8" CMU/STUCCO YARD WALL TO 48" ABOVE FINISH FLOOR.3/4" 3-COAT STUCCO SW#6180 OAKMOSS

47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2"GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSBSHEATHING AND 2-COAT STUCCO FINISH SMOOTH - COLORSW# 6180 OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2"GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSBSHEATHING.

65 CLERESTORY WINDOW

68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING AS REQ'DFOR PANEL ATTACHMENT.

70 10" DIA. EXHAUST

71 ROOF PENETRATION FOR OWNER SUPPLIEDBAR-B-QUE/RANGE. VERIFY EXHAUST DUCT DIA.W/OWNER

72 10X10 TS CANALE, NO FINISH, BOLT INTO ADJ. FRAMING.

73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE) TOCOVER FULL HEIGHT OF ROOFING

82 METAL PARAPET CAP TO BE FRAMED BY GENERALCONTRACTOR, TYP.

98 ELECTRIC METER/WALL UNDER FROM UNDER GROUNDSECONDARY






Grade2230' - 6"

10'-0" BEARING2242' - 0"


AB

6' -

8"

A

11

A2

B

48

47

7

73

72

48

72

70 7168

17

7

2

2

OPEN

73

1' -

6"

10

' - 0

"2

' - 6

"2

' - 2

"

2' -

0"

14

' - 8

"


8' Ceiling2240' - 0"


Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


123456

C-1

G-1

A

7

17

68

70

15

48

2

15

8

71

73

72

73

8' -

0"

47

6

2

61

2' -

2"

1' -

0"

1' -

6"

1' -

0"

1' -

0"

4' -

0"

4' -

0"

1' -

6"

2' -

4"

2' -

0"

14

' - 8

"

166

166

DATE

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− (

FU

TU

RE

)

NOVEMBER 28, 2008

A3.1

1/4" = 1'-0"1

SOUTHEAST ELEVATION

1/4" = 1'-0"2

SOUTHWEST ELEVATION

Keynote Legend


2 8"x8" T.S. COLUMN PRIME AND PAINT- SW# 0006 TOILE RED, TYP.

6 TS 4X4X1/4" FY=36KS

7 26 GA. CORRIGATED METAL FASCIA - SW#2801 ROCKWOOD DARKRED



17 8" CMU/STUCCO YARD WALL TO 48" ABOVE FINISH FLOOR. 3/4"3-COAT STUCCO SW#6180 OAKMOSS

47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP.BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSB SHEATHING AND2-COAT STUCCO FINISH SMOOTH - COLOR SW# 6180 OAKMOSS, ONEXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2X WALLPANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINTLEVEL 4 FINISH IN INTERIOR, 7/16" OSB SHEATHING.


68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING AS REQ'D FORPANEL ATTACHMENT.

70 10" DIA. EXHAUST

71 ROOF PENETRATION FOR OWNER SUPPLIED BAR-B-QUE/RANGE.VERIFY EXHAUST DUCT DIA. W/OWNER


73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE) TO COVERFULL HEIGHT OF ROOFING

166 OPEN TO BEYOND


8' Ceiling2240' - 0"

Grade2230' - 6"

Low Wall2236' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


1 2 3 4 5 6

6

D

C-1

3

70

68

47

71

38

15

73

72

73

48

72

10

' - 0

"

9' -

1 3

/4"

8' -

0"

4' -

10

"

1' -

0"

1' -

6"

2' -

0"

4' -

0"

4' -

0"

1' -

6"

103

65

E

L-D

98

12

' - 6

"


8' Ceiling2240' - 0"


Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


A B

1

B

48

73

68

70

4747

72

71

73

10

' - 0

"

11

' - 3

3/4

"

4' -

0"

2' -

2"

1' -

0"

1' -

6"

1' -

0"

1' -

0"

4' -

0"

4' -

0"

1' -

6"

EE 65

48

48

103

DATE

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50 W

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A3.2

1/4" = 1'-0"1

PRIMARY ROOF ONLY NORTHEAST

1/4" = 1'-0"2

PRIMARY ROOF ONLY NORTHWEST

Keynote Legend



8 3"X4" DOWNSPOUT WITH LEADER TO OWNERSUPPLIED CISTERN


38 BAR-B-QUE, GC. TO PROVIDE 10" DIA. ROOFPENETRATION.

47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH ININTERIOR, 7/16" OSB SHEATHING AND 2-COATSTUCCO FINISH SMOOTH - COLOR SW# 6180OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ONEXTERIOR OVER 2X WALL PANEL. SEE MANUF.SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINTLEVEL 4 FINISH IN INTERIOR, 7/16" OSBSHEATHING.


68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKINGAS REQ'D FOR PANEL ATTACHMENT.

70 10" DIA. EXHAUST


72 10X10 TS CANALE, NO FINISH, BOLT INTO ADJ.FRAMING.

73 FASCIA - 22 GA. METAL FLASHING W/CLIPS(BRONZE) TO COVER FULL HEIGHT OF ROOFING

98 ELECTRIC METER/WALL UNDER FROM UNDERGROUND SECONDARY




8' Ceiling2240' - 0"


Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


AB

A A

B

11

2

17

47

48

68

47

71

70

72

72

17

15

73

73

10

' - 0

"

11

' - 3

3/4

"

1' -

6"

4' -

0"

4' -

0"

1' -

0" 1' -

0"1

' - 6

" 1' -

0"

2' -

2"

14

' - 8

"

103

48

4' -

10

"


8' Ceiling2240' - 0"

Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


123456

C-1

G-1

A

A1.2

3

47

17

15

73

48

68

73

70

47

71

73

72

15

37

17

1' -

0"

1' -

6"

1' -

0"

1' -

0"

4' -

0"

4' -

0"

1' -

6"

23

12

' - 6

"

48

48166

4' -

10

"

4' -

10

"

DATE

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A3.3

1/4" = 1'-0"1

PRIMARY ROOF ONLY SOUTHEAST

1/4" = 1'-0"2

PRIMARY ROOF ONLY SOUTHWEST

Keynote Legend




17 8" CMU/STUCCO YARD WALL TO 48" ABOVE FINISHFLOOR. 3/4" 3-COAT STUCCO SW#6180 OAKMOSS

23 ELEVATED WOOD WALKWAY/5/4" PAU LOPE DECKW/TREATED LUMBER W/EBTY FASTNERS

37 CAST IN PLACE CONCRETE DOG POOL - FINISHSMOOTH, STAIN AND SEAL

47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH ININTERIOR, 7/16" OSB SHEATHING AND 2-COATSTUCCO FINISH SMOOTH - COLOR SW# 6180OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOROVER 2X WALL PANEL. SEE MANUF. SHOP DWGS,R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH ININTERIOR, 7/16" OSB SHEATHING.

68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING ASREQ'D FOR PANEL ATTACHMENT.

70 10" DIA. EXHAUST


72 10X10 TS CANALE, NO FINISH, BOLT INTO ADJ.FRAMING.

73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE)TO COVER FULL HEIGHT OF ROOFING


166 OPEN TO BEYOND


8' Ceiling2240' - 0"


TOP OF FOOTING2228' - 8"

Grade2230' - 6"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


123456

BOTTOM OF FOOTING2227' - 8"

A5.1

1

72

1

16

61

20

A5.0

3

Storage

11

LIVING ROOM

10

KITCHEN

6

BATH

3

BEDROOM 1

1

2' -

2"

1' -

0"

1' -

6"

1' -

0"

1' -

0"

8' -

0"

1' -

6"

1' -

10

"

1' -

0"

140

48

140

73

71

7

2

18

84

74

140

15

A5.3

8

MECHANICALPLENUM

68

1031

S1.0

5

14

' - 8

"

10

' - 0

"

3 1

/4"

3' -

4"

3' -

4"

1' -

0"

A5.2

4


8' Ceiling2240' - 0"



Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"


A B

A5.2

1Sim

A5.2

2

MECHANICALPLENUM

A5.0

1

DINING

9

KITCHEN

6

ENTRY

7

2' -

2"

2' -

6"

1' -

0"

1' -

0"

4' -

0"

4' -

0"

1' -

6"

2

7

1

6

1668

74

7

73

18

103

14

' - 8

"

7' -

11

1/2

"

7' -

11

1/2

"

82

127


8' Ceiling2240' - 0"


Grade2230' - 6"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"


2 3

A5.0

4

DINING

9

2' -

2"

2' -

6"

1' -

0"

1' -

0"

8' -

0"

1' -

6"

68

16

103

L-F

70

82

2 73

14

' - 8

"

7' -

11

1/2

"

82

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1/4" = 1’−0"

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CE

BU

ILD

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SE

CT

ION

S

NOVEMBER 28, 2008

A4.0

1/4" = 1'-0"1

Section 1

1/4" = 1'-0"2

Section 2

1/4" = 1'-0"3

Section 5

Keynote Legend


1 VULCRAFT 24LH08


6 TS 4X4X1/4" FY=36KS



16 VULCRAFT 1.5B 22 GA ROOF DECK. @ SUPPORTS -#10 TEKSCREWS (3315 SCREW LAYOUT), @ SIDE LAPS #10 TEK SCRES(2 PER SPAN).

18 3'-0"X3'-0"X1'-0" CONCRETE SPOT FOOTING W/(4)#4'S CONT, #4'S@ 6" O.C. FOR SECONDARY ROOF STUCTURE

20 IKEA "PAX" 39 3/8" W X 92 7/8" H X 24" D

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2XWALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP.BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSB SHEATHING.


68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING AS REQ'D FORPANEL ATTACHMENT.

70 10" DIA. EXHAUST

71 ROOF PENETRATION FOR OWNER SUPPLIEDBAR-B-QUE/RANGE. VERIFY EXHAUST DUCT DIA. W/OWNER


73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE) TOCOVER FULL HEIGHT OF ROOFING

74 1 3/4"X11 7/8" TJI @ 16" O.C.

82 METAL PARAPET CAP TO BE FRAMED BY GENERALCONTRACTOR, TYP.

84 THICKENED SLAB


127 SLOPE STUCCO CAP, PARAPET TO BE FRAMED BY GENERALCONTRACTOR, TYP.

140 5 1/4" X 11 7/8" PARALAM

L-F PENDANT LIGHT


8' Ceiling2240' - 0"



Grade2230' - 6"

Low Wall2236' - 0"

10'-0" BEARING2242' - 0"


A B

A5.2

1


A5.1

2

2' -

2"

2' -

6"

2' -

0"

4' -

0"

4' -

0"

1' -

6"

1' -

10

"

1' -

0"

7

16

2

L-B

686

1

7

72

141

48

18

17

5

73L-C

70

18

A5.3

6

37

103

14

' - 8

"

LIVING ROOM

10

170




Grade2230' - 6"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


A B

2"

A5.2

3


OPEN

A5.2

1Sim

2' -

2"

1' -

0"

1' -

6"

10

' - 0

"1

' - 6

"

1' -

10

"

1' -

0"

47

8

18

166 1

7

2

61

5

8

7

A5.3

6Sim

19

22

BEDROOM 1

1

BEDROOM 2

2

127


8' Ceiling2240' - 0"


Grade2230' - 6"

10'-0" BEARING2242' - 0"


1 2 3 4 5

68

103

70

1

172

2' -

2"

2' -

6"

2' -

0"

8' -

0"

1' -

6"

14

' - 8

"171

171

LIVING ROOM

10

KITCHEN

6

BEDROOM 1

1

Storage

11

L-I

151

21

L-L

L-B

L-F

L-A


8' Ceiling2240' - 0"

Grade2230' - 6"

Low Wall2236' - 0"

9' Ceiling2241' - 0"


23

A5.3

3Sim

20

7' -

8 3

/4"

A.F.F.

1X6 T&GWOOD CLG.

8' - 0"

ENTRY

7

82

158


8' Ceiling2240' - 0"

Grade2230' - 6"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"

20

A5.3

11

BEDROOM 1

1

BEDROOM 2

2

82

DATE

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1/4" = 1’−0"

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NOVEMBER 28, 2008

A4.1

1/4" = 1'-0"1

Section 3

1/4" = 1'-0"2

Section 4

Keynote Legend


1 VULCRAFT 24LH08



6 TS 4X4X1/4" FY=36KS

7 26 GA. CORRIGATED METAL FASCIA - SW#2801 ROCKWOOD DARK RED


16 VULCRAFT 1.5B 22 GA ROOF DECK. @ SUPPORTS -#10 TEK SCREWS (3315 SCREW LAYOUT), @ SIDELAPS #10 TEK SCRES (2 PER SPAN).


18 3'-0"X3'-0"X1'-0" CONCRETE SPOT FOOTING W/(4)#4'S CONT, #4'S @ 6" O.C. FOR SECONDARY ROOFSTUCTURE


20 IKEA "PAX" 39 3/8" W X 92 7/8" H X 24" D



37 CAST IN PLACE CONCRETE DOG POOL - FINISH SMOOTH, STAIN AND SEAL

47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH ININTERIOR, 7/16" OSB SHEATHING AND 2-COAT STUCCO FINISH SMOOTH - COLOR SW# 6180OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2X WALL PANEL. SEE MANUF. SHOP DWGS,R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSB SHEATHING.

61 4" CONC. SLAB W/661010 WWF, STAIN AND SEAL, COLORED CONCRETE, AIR ENTRAINED

68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING AS REQ'D FOR PANEL ATTACHMENT.

70 10" DIA. EXHAUST


73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE) TO COVER FULL HEIGHT OF ROOFING

82 METAL PARAPET CAP TO BE FRAMED BY GENERAL CONTRACTOR, TYP.


127 SLOPE STUCCO CAP, PARAPET TO BE FRAMED BY GENERAL CONTRACTOR, TYP.

141 3 1/2" X 11 7/8" MICROLAM


158 CROWN STUCCO TOP FOR DRAINAGE

170 GYP. BD. WALL/SOFFIT, PAINT

171 MECHANICAL PLENUM

L-A LIGHTS INSIDE MANUFACTURED CABINETS. LIGHTS BY MANUFACTURER PROVIDE ELECTRICALHOOKUP TO THIS LOCATION



L-F PENDANT LIGHT

L-I 48" UPLIGHT


1/4" = 1'-0"3

Section 9

1/4" = 1'-0"4

Section 10

1/4" = 1'-0"5

Section 14 - TYP.



Grade2230' - 6"

10'-0" BEARING2242' - 0"


1' -

6"

47

81

66

81

67

61

81

60

62

1

81

57

60

53

42

477 SF

LIVING ROOM

10

2' -

6"

10

' - 0

"1

' - 6

"

A5.3

9

1' - 8"

192



6


7

7

16

1

2

3' - 0"

1' -

0"

2' -

2"

6


8' Ceiling2240' - 0"


Grade2230' - 6"

10'-0" BEARING2242' - 0"

A


48

73

61

2' -

0"

8' -

0"

1' -

6"

1' -

10

"1

' - 0

"

99 SF

DINING

9

82


8' Ceiling2240' - 0"

Grade2230' - 6"

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"2

48

79

81

44

61

99 SF

DINING

9

57

62

2' -

0"

8' -

0"

1' -

6"

81

82

DATE

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3/4" = 1’−0"

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NOVEMBER 28, 2008

A5.0

3/4" = 1'-0"2

TYPICAL WALL SECTION

3/4" = 1'-0"3

SECTION @ COLUMN

3/4" = 1'-0"1

SECTION @ DINING ROOM

3/4" = 1'-0"4

WALL SECTION @ DINING ROOM

Keynote Legend


1 VULCRAFT 24LH08


6 TS 4X4X1/4" FY=36KS


16 VULCRAFT 1.5B 22 GA ROOF DECK. @ SUPPORTS -#10 TEK SCREWS (3315 SCREWLAYOUT), @ SIDE LAPS #10 TEK SCRES (2 PER SPAN).

42 1/2" GYP. BOARD, PAINT LEVEL 3 FINISH

44 2X10 FRAMING

47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4FINISH IN INTERIOR, 7/16" OSB SHEATHING AND 2-COAT STUCCO FINISH SMOOTH -COLOR SW# 6180 OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2X WALL PANEL. SEEMANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR,7/16" OSB SHEATHING.

53 METAL "L" @ BOTTOM OF SHEET ROCK. HOLD TIGHT TO BASE

57 TPO ROOF "WHITE" on SLEEPERS AND 1/2" DECKING

60 #4'S CONT.

61 4" CONC. SLAB W/661010 WWF, STAIN AND SEAL, COLORED CONCRETE, AIRENTRAINED

62 2" OF SAND BED W/ 6 MIL VAPOR BARRIER, TYP. ALL HEATED SPACES.

66 2X12 FRAMING

67 1/2" DIA X 10" A307 ANCHOR BOLT. VERIFY SIZE & DESIGN W/ SECOND ROOFMANUFACTURER. PLACE ANCHOR BOLTS @ 32" O.C. @ WALLS.

73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE) TO COVER FULL HEIGHT OFROOFING

79 1 3/4" X 9 1/2" TJI @ 16" O.C.

81 2X8 FRAMING


192 SHEET METAL "L" BRACKET.


Grade2230' - 6"

10'-0" BEARING2242' - 0"


5

47

1' -

6"

61

52

60

62

67

53

81

65

66

57

58

140

64

72 SF

Storage

11

477 SF

LIVING ROOM

10

2' -

6"

10

' - 0

"1

' - 6

"

A5.3

4

A5.3

3

82

48

15

42

77

7' -

0"

6' -

1"

1' - 2 3/4"

1' -

5"

42

L-I

21

151

53

-

---




Grade2230' - 6"

10'-0" BEARING2242' - 0"


4

A4.1

48

73

1

6

57

74

141

R-38 BATT INSULATION

42

61

A6.0

1Sim

37

62

60

64

193

60

182

DATE

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3/4" = 1’−0"

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NOVEMBER 28, 2008

A5.1

3/4" = 1'-0"1

WALL SECTION @ CANTILEVERED ROOF

3/4" = 1'-0"2

TYPICAL WALLL SECTION

Keynote Legend


1 VULCRAFT 24LH08

6 TS 4X4X1/4" FY=36KS





47 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINTLEVEL 4 FINISH IN INTERIOR, 7/16" OSB SHEATHING AND 2-COAT STUCCOFINISH SMOOTH - COLOR SW# 6180 OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2X WALL PANEL.SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH ININTERIOR, 7/16" OSB SHEATHING.

52 1/4" MAPLE BASE



58 TERMINATION BAR & COUNTER FLASHING

60 #4'S CONT.

61 4" CONC. SLAB W/661010 WWF, STAIN AND SEAL, COLORED CONCRETE, AIRENTRAINED


64 #4'S CONTINUOUS. W/ #4 TRANSVERSE @ 16" O.C.


66 2X12 FRAMING

67 1/2" DIA X 10" A307 ANCHOR BOLT. VERIFY SIZE & DESIGN W/ SECOND ROOFMANUFACTURER. PLACE ANCHOR BOLTS @ 32" O.C. @ WALLS.

73 FASCIA - 22 GA. METAL FLASHING W/CLIPS (BRONZE) TO COVER FULL HEIGHTOF ROOFING

74 1 3/4"X11 7/8" TJI @ 16" O.C.

77 2X4 FRAMING

81 2X8 FRAMING


140 5 1/4" X 11 7/8" PARALAM

141 3 1/2" X 11 7/8" MICROLAM


182 L-BAR @ 24" O.C.

193 #4'S @ 32" O.C. EA. WAY, TYP.

L-I 48" UPLIGHT


11'-6"2243' - 6"


B

1' - 0"

2' -

0"

7

16

6

3

4

6"

8"

6"4

"


8' Ceiling2240' - 0"



Grade2230' - 6"

10'-0" BEARING2242' - 0"


A

16

6

1

37

2


162

61

62



Grade2230' - 6"

B

2' -

10

"

1' -

0"

9

8

2

3' - 0"18

1' - 6" 1' - 6"

1' - 0"

10


1

7

5

8

A5.2

1Sim


4"

7 3/4"

1 1/2"


3/4" FILLET END

2" OF SAND BED W/ 6 MILVAPOR BARRIER, TYP. ALLHEATED SPACES.

194

161

DATE

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NOVEMBER 28, 2008

A5.2

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

GUTTER DETAIL

3/4" = 1'-0"2

SECOND ROOF RAKE/EDGE DETAIL

3/4" = 1'-0"3

TYP. SECOND ROOF FOOTING DETAIL

Keynote Legend


1 VULCRAFT 24LH08


3 2"X6" LIGHT GAUGE STEEL FRAMING - BOTTOM FRAMING TOFOLLOW PROFIL OF ANGLED FASCIA. SEE THE BUILDINGELEVATIONS FOR PROFILE.

4 8"X8"X1/4" STEEL PLATE


6 TS 4X4X1/4" FY=36KS


8 3"X4" DOWNSPOUT WITH LEADER TO OWNER SUPPLIEDCISTERN


10 12"X12"X1/4" BASE PLATE W/ HASS BOLTS

16 VULCRAFT 1.5B 22 GA ROOF DECK. @ SUPPORTS -#10 TEKSCREWS (3315 SCREW LAYOUT), @ SIDE LAPS #10 TEKSCRES (2 PER SPAN).

18 3'-0"X3'-0"X1'-0" CONCRETE SPOT FOOTING W/(4)#4'S CONT,#4'S @ 6" O.C. FOR SECONDARY ROOF STUCTURE


62 2" OF SAND BED W/ 6 MIL VAPOR BARRIER, TYP. ALLHEATED SPACES.

161 K/OUT BOND BEAM W/2 #5 CONT.

162 8" CMU GROUTED SOLID W/3 COAT STUCCO WITHGALVANIZED SELF FURRING LATH OVER 2 LAYERS GRADE"D" BUILDING FELT

194 (2) #4'S CONT @ TOP OF WALL

3" = 1'-0"4

TYPICAL PORTAL SLAB EDGE DETAIL

10'-0" BEARING2242' - 0"

69

44

111

74

57

105

109

8"

3"

1' -

0"

42

77 77

53


Low Wall2236' - 0"

10'-0" BEARING2242' - 0"


A5.3

269

44

74

121

12697

77

8"

3"

1' -

0"

2' -

0"

4' -

0"

4' -

0"

61

62

8' -

0"

1' - 4"

117

57

125

124

L-I

30

111

131

122

184

184

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"

120

73

140

1' -

4"

133

119

57

118

74


115

127

128

111

57

81

117

Low Wall2236' - 0"

7

A5.3

1' - 0"

1' -

0 3

/4"

"L" METAL,BRUSHED METALHARDWARE.

CONCEALED HINGE

97


60

61

3/8" FILLET AT EXPOSED EDGE

62

162

2 1/2" I.D. X 6" GALVANIZED PIPECAST IN SLAB.

A1.2

7

Low Wall2236' - 0"

97

AL

IGN

HEAD

SILL

48

" A

FF


4

4"

3"

1"

0' - 0 3/8"

3/8" CONTROL JOINTW/GROUT. PLACE &SEAL GROUT AFTERSTAINING FLOOR

10'-0" BEARING2242' - 0"

11'-6"2243' - 6"


115

11181

118

66

128

42

81

57

58

10

"

2' - 0"

72

8' Ceiling2240' - 0"

9' Ceiling2241' - 0"

8"

2' - 0"

18

.43°

72

48

108

195

DATE

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NOVEMBER 28, 2008

A5.3

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

SKYLIGHT DETAIL

3/4" = 1'-0"1

GLASS WALL @ BATHROOM

Keynote Legend




44 2X10 FRAMING

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2X WALL PANEL. SEE MANUF.SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSBSHEATHING.




60 #4'S CONT.



66 2X12 FRAMING




74 1 3/4"X11 7/8" TJI @ 16" O.C.

77 2X4 FRAMING

81 2X8 FRAMING


97 12"X12" WOOD ACCESS PANEL W/SILL @ 48" A.F.F. (LIGHT ACCESS PANEL). PAINT WOODPANEL TO MATCH ADJ. WALL.

105 PRESSURE TREATED BLOCKING, TYP.

108 CAULK

109 'J' BEAD, TYP.

111 3"X3" CANT STRIP

115 W.R. GRACE ICE AND WATER SHIELD. LAP OVER TOP AND SIDES OF BUILDING FELT 4" MIN.

117 WOOD SLEEPERS

118 1/2" OSB SHEATHING.

119 1/2" HARDY BOARD SOFFIT (PAINT)

120 CRIMP EDGE, DRIP EDGE

121 1/2" WATER PROOF GYP. BD.PRIME WITH TINTED PRIMER AND PAINT

122 1/2" IMPERIAL BOARD

124 R-12 BATT INSULATION

125 TREAT 2X PLATES - REDHEAD TO SLAB

126 6'-0" WIDE X 3'-6" X 1/2" "MILK GLASS" LITE IN ALUM. CHANNEL SURROUND - TOP ANDBOTTOM SIDES ONLY.


128 3/4" 3-COAT STUCCO WITH GALVANIZED SELF FURRING LATH OVER 2 LAYERS GRADE "D"BUILDING FELT OVER 2X8 STUDS TYP. EA. SIDE.

131 6 MIL VAPOR BARRIER

133 1/2" HARDY BOARD FASCIA

140 5 1/4" X 11 7/8" PARALAM

162 8" CMU GROUTED SOLID W/3 COAT STUCCO WITH GALVANIZED SELF FURRING LATH OVER2 LAYERS GRADE "D" BUILDING FELT

184 3/16" MILK GLASS, TEMPERED GLASS PANEL - SET W/MARINE GRADE EPOXY. PROVIDECLEAR SEALANT ALL CORNERS.

195 METAL FLASHING

L-I 48" UPLIGHT

1 1/2" = 1'-0"3

FASCIA DETAIL

1 1/2" = 1'-0"4

LOW PARAPET @ LIVING ROOM ROOF

1 1/2" = 1'-0"5

ELEVATION OF ACCESS PANEL

1 1/2" = 1'-0"6

PATIO FLATWORK

1 1/2" = 1'-0"7

SECTION @ ACCESS PANEL

3" = 1'-0"8

TYP. INTERIOR CONTROL JOINT

1 1/2" = 1'-0"9

PARAPET DETAIL

1 1/2" = 1'-0"10

CANALE PLAN

1 1/2" = 1'-0"11

CANALE SECTION

DATE

SCALE

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A5.4

ACASEMENT

BFIXED

C-1COMBINATION UNIT

DCOMBINATION

UNIT

EFIXED

FACCESS PANEL

G-1COMBINATION UNIT

1' -

4"

8' - 0"

2' -

0"

6' - 0"

3' - 0"

6' -

0"

6' - 0"

10

' - 0

"

3' - 0"

8' -

0"

1' - 0"

1' -

0"

4' - 0"

6' -

8"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

FIXED

AWNINGSECTION

TEMPERED

AWNINGSECTION

AWNINGSECTION

TEMPERED

TEMPERED

FIXED

FIXED

WOOD PAINTTO MATCHEXISTINGWALL.

A B C D E F G

7' -

2"

5' - 0"

1' - 8" 3' - 4"

6' -

8"

4' - 0" 4' - 0"

3' - 0" 3' - 0"

8' -

0"

6' - 0"

6' - 0"

3' - 0" 3' - 0"

6' -

10

"

2' - 6" 2' - 6"

5' - 0"

6' -

8"

3' - 0"

6' -

8"

6' -

8"

2' - 6"

8' - 0"

ALL GLASS TO BE TRANSLUSCENT.

2 8

2 8

EQEQ

3 COAT STUCCO W/GALVANIZED SELFFURRING LATH OVER2 LAYERS GRADE "D"BUILDING FELT.

CORNER BEAD

STUCCO TO JAMB

ALUMINUM WINDOWREFER TO FLOOR PALN& WINDOW SCHEDULE

GYPSUM BOARD

USG DUR-A-BEADOR EQUAL

"J" TRIM - USG 200STEEL CASING

HEAD,JAMB SIM

7 1/4"

2

2

8

82

CLAD CASEMENT WINDOWREFER TO FLOOR PLAN& WINDOW SCHEDULE

ROPE & CAULKTYP.

GALVANIZED SQUAREEDGE CASING BEAD, TYP.

ICE AND WATERSHIELD AROUNDWINDOW PERIMETER

2"

1/4

"

CLEAR, WHITEMAPLE WOOD SILL

1/4" BEVEL,TYP.

SILL

ALUMINUM DOORSTATIONARY JAMB

1/4" SHIM SPACEROPE & CAULK

GALVANIZED EXPANDEDCORNER BEAD

ICE AND WATER SHEILDAT THRESHOLD

FINISH FLOOR SEE SCHEDULE

5/4" PAU LOPE DECKING

3/4" PLYWD SUB- FLOOR RUNPERPENDICULAR TO JOISTS

TJI FLOOR JOISTS SEESTRUCTURAL DWG

EXTERIOR DOORSEE SCHEDULE

2" X 12" REDWD. JOIST

2 8

2 8

1" STUCCO WITH GALVANIZEDSELF FURRING LATH OVER (2)LAYERS GRADE "D" BUILDINGFELT OVER 1/2" THICK EXTERIORGRADE PLYWOOD SHEATHING.

3/4

"3

/4"

2 6

2 6

CLEAR MAPLE(STAIN AND SEAL)

U.S.G. DUR-A-BEAD OR EQUAL

DOOR

3/4

"

1 1

/4"

1 1/4"

3 1/2"

1/2

"

TRANSITION ATCENTER OF DOOR

FLOORING TYPE #1

INTERIOR DOOR

FLOORING TYPE #2

FLOORING TYPE #2FLOORING TYPE #1

1/2

"

1' - 6"

6' -

0"

ALUMINUM FRAMEW/ SELF FLASHING KIT.

CLEAR

MASTER BATH GLASS WALL

2' - 0"

7' -

11

"

2' -

2"

2' - 8"

2' -

2"

5' - 0"

2' -

2"

2' - 8"

7' -

0"

2' - 11 1/2"

7' -

0"

3' - 0"

7' -

0"

2' - 11 1/2"

GLASS AT BATH SURROUND

GLASS AT GUEST SHOWER SURROUND

3' -

11

1/2

"

5' - 0"

3' -

11

1/2

"

6' - 0"

GLASS @ BATHROOM WINDOW

1' -

5"

7' - 6"

4"

8' - 0"

1/4" LAMINATED GLASSW/ MYLAR SHEET, TYP.

EQ EQ EQ





ALUMINUM "C"CHANNEL TOP &BOTTOM OF GLASSPANEL.

GLASS BACKSPASH - KITCHEN

ALUMINUM "C"CHANNEL AT ALL (4)SIDES, TYP.

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A6.0

Window Schedule

Type Mark Type

Rough Opening

Sill HeightHeadHeight Comments

CountWidth Height

A Casement w-3 muntins and narrow frame 3' - 0" 6' - 0" 0' - 8" 6' - 8" LOW-E 3

B Fixed 2FRAME 8' - 0" 1' - 4" 6' - 8" 8' - 0" LOW-E 2

C-1 Combination w-4 Fixed and 1 Awning - narrow frame 6' - 0" 10' - 0" 0' - 0" 10' - 0" LOW-E 3

D Combination w-3 muntins narrow frame - 1 awning 3' - 0" 8' - 0" 0' - 0" 8' - 0" LOW-E 1

E Fixed 2FRAME 6' - 0" 2' - 0" 8' - 0" 10' - 0" LOW-E 3

F ACCESS PANEL 1' - 1 1/2" 1' - 1 1/2" 4' - 0" 5' - 1 1/2" LOW-E 1

G-1 Combination w-3 muntins narrow frame w-1 awning 4' - 0" 6' - 8" 0' - 0" 6' - 8" LOW-E 1

Grand total: 14

Door Schedule

DoorNumber Family Door Size Width

HeadHeight Thickness

TypeMark

Finish

Comments

1 Sliding-2 Panel NO TRIM HORIZ MUT 8'0" x 80" 8' - 0" 6' - 8" 0' - 1 3/4" B

2 Sliding-2 Panel NO TRIM HORIZ MUT 8'0" x 80" 8' - 0" 6' - 8" 0' - 1 3/4" B

3 Sliding-2 Panel NO TRIM HORIZ MUT 72" x 96" 6' - 0" 8' - 0" 0' - 1 3/8" C

4 Double-Flush_no trim 60" x 80" 5' - 0" 6' - 8" 0' - 2" F

5 Single-Flush_no trim 36" x 80" 3' - 0" 6' - 8" 0' - 2" E

6 Sliding-2 Panel NO TRIM HORIZ MUT 72" x 84" 6' - 0" 7' - 0" 0' - 1 3/8" 100

7 Single-Flush_no trim 36" x 84" 3' - 0" 7' - 0" 0' - 2" 155




11 Single_Exterior_Aluminum_Door_with_Sidelite_3932AND MUNTINS

3'-0" x 7'-0" x 4'-4" R.O. 3' - 0" 7' - 0" 0' - 0 1/2" N

Room Finish Schedule

RoomNumber Room Name

Finish CeilingHeight CommentsFloor Base Wall Ceiling

1 BEDROOM 1 STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 10' - 0"

2 BEDROOM 2 STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 10' - 0"

3 BATH STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 9' - 0"

4 WC STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

5 BATH 2 STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

6 KITCHEN STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 9' - 0"

7 ENTRY STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 9' - 0"

8 CORRIDOR STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

9 DINING STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

10 LIVING ROOM STAINED CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 10' - 0"

11 Storage CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

12 Storage CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

13 Mech CONCRETE N/A GYP. BD./PAINT GYP. BD./PAINT 8' - 0"

WINDOW LEGEND

DOOR LEGEND

3" = 1'-0"1

WINDOW HEAD

3" = 1'-0"2

WINDOW SILL

3" = 1'-0"3

DOOR DECK

3" = 1'-0"4

DOOR HEAD

3" = 1'-0"5

DOOR SILL

Wall Schedule

TypeMark Family and Type Width

1 Basic Wall: Exterior - Metal panel on 2x8 0' - 9"

2 Basic Wall: Exterior - Stucco on 2x8 0' - 9"

3 Basic Wall: Exterior -2x8 w/metal panel both sides 0' - 9 3/4"

4 Basic Wall: Interior - 2x8 Finish both sides 0' - 8 1/4"

5 Basic Wall: Exterior - 8" block w/Stucco both sides 0' - 9 1/8"

6 Basic Wall: Interior - 2x4 Partition - finish both sides 0' - 4 1/2"

7 Basic Wall: Interior - 2x6 Finish both sides 0' - 6 1/2"

9 Basic Wall: Exterior - Metal panel 2" 0' - 2"

10 Curtain Wall: Curtain Wall

11 Basic Wall: Exterior - Metal panel on 8' block 0' - 8 7/8"

12 Basic Wall: Interior - 16" PARTITION@BATHROOMS

1' - 5 3/8"

13 Basic Wall: Interior - 2X4 FINISH 1 SIDE 0' - 4"

14 Basic Wall: Interior - 2x4 0' - 3 1/2"

15 Curtain Wall: Curtain Wall 2

16 Basic Wall: Generic - 8" Masonry 0' - 7 5/8"

17 Basic Wall: Generic - 8" Masonry W/STUCCO 0' - 8 3/8"

18 Basic Wall: Interior - 1/4" SHOWER WALL 0' - 0 1/4"

Grand total: 98

SKYLIGHT SCHEDULE

Type Mark Family Family and Type Width Height

S1 Skylight 2x12 Skylight 2x12: 18"X72" 1' - 6" 6' - 0"

SKYLIGHT LEGEND

1/4" = 1'-0"

GLASS SCHEDULE

DW


8' Ceiling2240' - 0"

Low Wall2236' - 0"

126

184

150


10'-0" BEARING2242' - 0"

A5.3

5

97


8' Ceiling2240' - 0"

Low Wall2236' - 0"

126

184

150

1' - 6"

2' -

11

3/4

"

4' - 6"


8' Ceiling2240' - 0"


8' Ceiling2240' - 0"

Low Wall2236' - 0"

39184

126

3' -

1 1

/2"

41


8' Ceiling2240' - 0"

Low Wall2236' - 0"

34

126

184

188


8' Ceiling2240' - 0"

Low Wall2236' - 0"

39

126

184 187


8' Ceiling2240' - 0"

39

343' -

1 1

/2"


8' Ceiling2240' - 0"

Low Wall2236' - 0"

30

126

187

3' -

4"

22

A7.01

7

A5.3

1

A5.3

5

S1.0

2

3

4

A7.07

8

5

6

7

8

910

63 SF

BATH

3

41 SF

BATH 2

5

4"

6' -

0"

6' - 6 1/2"

1' -

5"

2' -

11

3/4

"1

' - 7

1/4

"3

' - 0

"

5' - 6" 6' - 0 1/4"

1' - 3 1/2"

7

6

6

12

6

6

30

34

39

39 F

97

10

126126150

11

A7.0

184

18

18


1 1

/4"

2 3

/4"

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NOVEMBER 28, 2008

A7.0

1/2" = 1'-0"1

BATH WEST

1/2" = 1'-0"9

BEDROOM NORTH

1/2" = 1'-0"2

BATH NORTH

1/2" = 1'-0"3

BATH EAST

1/2" = 1'-0"4

BATH SOUTH

1/2" = 1'-0"7

BATH 2 EAST

1/2" = 1'-0"6

BATH 2 NORTH

1/2" = 1'-0"5

BATH 2 WEST

1/2" = 1'-0"8

BATH 2 SOUTH

1/2" = 1'-0"10

ENLARGED BATHROOM PLAN

Keynote Legend


30 15"X28" MEDICINE CABINET - BOTTOM @ 40"A.F.F.

34 PAU LOPE FLOORING AT SHOWER FLOOR,ANCHOR SEAL ENDS. EB-TY

36 WATER HEATER

39 30" TOWEL BAR


97 12"X12" WOOD ACCESS PANEL W/SILL @ 48"A.F.F. (LIGHT ACCESS PANEL). PAINT WOODPANEL TO MATCH ADJ. WALL.

126 6'-0" WIDE X 3'-6" X 1/2" "MILK GLASS" LITE INALUM. CHANNEL SURROUND - TOP ANDBOTTOM SIDES ONLY.

150 FLOOR TO CEILING 3/8" TEMPERED GLASSWALL, "FROSTED WHITE."

184 3/16" MILK GLASS, TEMPERED GLASS PANEL -SET W/MARINE GRADE EPOXY. PROVIDECLEAR SEALANT ALL CORNERS.

187 MARINE BOARD, PAINT

188 DURAROCK, PAINT

1 1/2" = 1'-0"11

SHOWER PAN DETAIL


8' Ceiling2240' - 0"

10'-0" BEARING2242' - 0"

L-I

151

21

L-B

31

172

LIVING ROOM

10


8' Ceiling2240' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

21

2121

151

L-C L-C L-C

LIVING ROOM

10

ENTERTAINMENTNICHO

-

---


8' Ceiling2240' - 0"

10'-0" BEARING2242' - 0"

151

L-IL-C

31

L-M

LIVING ROOM

10

L-B


8' Ceiling2240' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

3' -

6"

31

CA#1

L-F

70

L-B

28

CA#10 CA#11 CA#10

CA#6

70

L-F

LIVING ROOM

10

OPEN TOENTRY

3' -

3"

196CA-7

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A7.1

1/2" = 1'-0"1

LIVING ROOM EAST

1/2" = 1'-0"2

LIVING ROOM NORTH

1/2" = 1'-0"7

LIVING ROOM WEST

1/2" = 1'-0"3

LIVING ROOM SOUTH

Keynote Legend




31 42"HIGH P-LAM COUNTER TOP WITH CABINETS BELOW. PROVIDECABINET CLOSURE PANEL AT WALL ENDS - 2 TOTAL.

70 10" DIA. EXHAUST


172 WOOD "CLOSURE" PANEL TO MATCH ADJ. WOOD CABINET

196 1X MAPLE WOOD TRIM CROWN MOLDING PER SITEREQUIREMENTS.

CA#1

CA#6

CA#10

CA#11

CA-7 24" UPPER CABINTE, #W2424



L-F PENDANT LIGHT

L-I 48" UPLIGHT


DW


8' Ceiling2240' - 0"

31

3227

CA#1

70

40

CA#9

CA#11

CA#6

CA#1 29

174

L-F


8' Ceiling2240' - 0"

3' -

0"

3' -

6"

L-F

70

L-F

31

CA#8 CA#9

CA#9

174


8' Ceiling2240' - 0"

28

29

L-G

CA#1 CA#2 CA#3 CA#4

CA#6 CA#6 CA-7 CA-7

7' -

11

1/2

"

3' -

5 1

/2"

1' -

6"

3' -

0"

174

2' - 6"


8' Ceiling2240' - 0"

10'-0" BEARING2242' - 0"

L-F

28

31

L-G

40

CA#929

CA#6

196


8' Ceiling2240' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

L-F

70

31

CA#10

40


8' Ceiling2240' - 0"

9' Ceiling2241' - 0"

10'-0" BEARING2242' - 0"

3' -

6"

3' -

0"

L-F

70

31

172

CA#8

CA#10

40

33

A7.2

3

2

41

A7.25

A7.26

3

4

5' - 8" 8' - 7"

164 SF

KITCHEN

6

3' -

11

3/4

"

3' - 4"

7

6

6

31

CA#1 27 29

32

100

28

CA#10 CA#11 CA#10

CA#9 CA#8

3' -

8"

1' -

8"

2' -

0"

40DATE

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A7.2

1/2" = 1'-0"1

KITCHEN EAST

1/2" = 1'-0"2

KITCHEN NORTH

1/2" = 1'-0"3

KITCHEN SOUTH

1/2" = 1'-0"4

KITCHEN WEST

1/2" = 1'-0"5

ISLAND EAST

1/2" = 1'-0"6

ISLAND WEST 1/2" = 1'-0"

7ENLARGED KITCHEN PLAN

Keynote Legend


27 SINK

28 (2) 24" WIDE X 24" DEEPREFRIGERATOR/FREEZERS

29 DISHWASHER

31 42"HIGH P-LAM COUNTER TOPWITH CABINETS BELOW.PROVIDE CABINET CLOSUREPANEL AT WALL ENDS - 2TOTAL.

32 COOKTOP WITH EXHAUST HOODAND LIGHT ABOVE

40 36" HIGH COUNTER TOP - P-LAMWITH VYN LAMINATED GLASSW/MYLAR SHEET, TYP.

70 10" DIA. EXHAUST


172 WOOD "CLOSURE" PANEL TOMATCH ADJ. WOOD CABINET

174 18"H X 7'-6" WIDE TEMPEREDGLASS BACKSPLASH. PAINTREVERSE SIDE WHITE. 3 EQUALSPACES.

196 1X MAPLE WOOD TRIM CROWNMOLDING PER SITEREQUIREMENTS.

CA#1

CA#2

CA#3

CA#4

CA#6

CA#8

CA#9

CA#10

CA#11

CA-7 24" UPPER CABINTE, #W2424

L-F PENDANT LIGHT

L-G KITCHEN UNDERCABINETLIGHTS. PROVIDE WIRING TOUPPER CABINETS FORINTERIOR CABINET LIGHTS.PLACE ON SAME SWITCH LEGAS UNDER COUNTER LIGHTS

24' - 0"

24' - 4

"

EQ

EQ

EQ

EQ

7

8

C

E

2

A8.0

3

A8.0

D

A8.04

A8.0

5

A8.06

A8.0

7


CE D

2241' - 5"

7 148

2

6

7

148

5

7


7 8

2241' - 5"

1487

2

6

7

5

16

7 8

2' -

6"

88.72°

7

2

CE D

2242' - 5"

2232' - 6"

10

' - 1

"

8' -

4"

7' -

7"

88.3

2°

7

2

78

87.57°

92.4

3°

C ED

91.49°

88.5

1°

7

2

2231' - 6"

DATE

SCALE

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1/4" = 1’−0"

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A8.0

1/4" = 1'-0"1

CARPORT PLAN

1/4" = 1'-0"2

CARPORT SECTION 1- (FUTURE)

1/4" = 1'-0"3

CARPORT SECTION 2 - (FUTURE)

1/4" = 1'-0"4

CARPORT ELEVATION NORTH - (FUTURE)

1/4" = 1'-0"5

CARPORT ELEVATION EAST - (FUTURE)

1/4" = 1'-0"6

CARPORT ELEVATION SOUTH - (FUTURE)

1/4" = 1'-0"7

CARPORT ELEVATION WEST - (FUTURE)

DIVISION ONE - General Requirements - contract standards and procedures

TERMS:1. DRAWINGS, PLANS - The portion of the Contract Documents that gives a graphic representation of the

scope, location and arrangement of construction, materials and equipment.2. OR EQUAL - Shall mean that an item or procedure of substantially equal quality and "General Industry

Acceptance" may be substituted only with the authorization of H Haus. Where structural materials areidentified, it shall be understood that substitutions of substantially equal strength may be made as longshortage of, or a delay in receiving materials, H Haus, may at its own option, modify the specifications,method of construction or change manufacturer.

3. SPECIFICATIONS - The written description of the requirements to perform the work may be separate or onthe drawings.

4. WORD MEANINGS - Technical terms not identified in the Contract Documents shall have the meaning givenin a "Glossary of Construction Terminology" published by the D.C. Metropolitan Chapter of C.S.I.,1981 edition.

5. THE WORK - Includes everything shown, mentioned or reasonably inferable as being necessary to producethe intended results. The only things to be omitted are specifically marked "Not-in-Contract", "By Others"."Future" or "Existing".

6. WORKING DAYS - All calendar days except Saturdays, Sundays, and legal holidays where the work islocated.

7. SALES ORDER - Document provided by H Haus to place the order for a specific building indicating optionsand upgrades in determining the final contract price. This document is not considered final until all partieshave signed the "Sales Order".

8. CONTRACT DOCUMENTS - All plans, specifications, drawings, contracts, site checks, sales orders,addendums by reference, assignment funds, and any other documents necessary to perform the work.

EXECUTION, CORRELATION and INTENT

A. RELATION of SPECIFICATIONS, DRAWINGS and SALES ORDERS1. Options and/or upgrades selected and indicated on the "Sales Order" or "Purchase Agreement" over rule

"Standard Specifications". In some instances a customer may select an option, which entitles them to acredit. This shall also override the "Standard Specifications".2. Drawings overrule "Standard Specifications" and "Sales Order".3. Figures take precedence over scale measurements.4. Large scale details take precedence over small details.5. Existing conditions take precedence over Drawings and Specifications.

B. CODE & BUILDING STANDARD Requirements of public authorities apply as minimum requirements only. They do not supercede more stringentrequirements given elsewhere in the Contract Documents. Requirements unknown to H Haus in effect at time ofContract because of public authorities will require appropriate adjustments to be made in the Contract Sum at thePurchaser's expense.

C. CODE & BUILDING STANDARDS

1. National Electric Code2. 1997 Uniform Plumbing Code3. 2003 International Residential Code4. 1997 Uniform Building Code5. Applicable National, State and Local Building Codes subject to above paragraph "EXECUTION,

CORRELATION and INTENT, CODE & BUILDING STANDARDS.Related documents: The general requirements of the contract, including General Conditions and SupplementaryConditions are hereby made part of this section.

OPERATIONS:

LAYOUT: Each contractor shall layout the work and all its parts and establishes lines and levels accurately.Contractor to employee a licensed surveyor for building layout if necessary. Said work to be included in the GeneralContractor's bid.

USE OF PREMISES: Confine apparatus, storage of materials and operations of workman to limits indicated by law,ordinances, permits or directions of the owner. Do not unreasonably encumber the premises with materials ordisturb the grounds more than necessary.

SUBMITTALS:

CONSTRUCTION SCHEDULE: Prepare construction schedule showing anticipated scheduling of various tradesand tasks from starting date to completion dates. Submit schedule to H-Haus within 30 days after signing contract.Submit revised schedules during construction should adjustments in scheduling occur.

PAYMENT APPLICATION: Shall be made with 7 working days of each month, accounting work stored andcompleted. Please refer to the Owner Contractor agreement for time qualifications. Payment Applications toinclude Release of Liens by the Contractor and sub-Contractors involved in the work stored and completed.

SCHEDULE OF VALUES: Prepare detailed accounting of Contract Sum on the basis of construction divisions.Submit and obtain approval before first application for payment. Use only approved breakdown for payment request.

SHOP DRAWINGS:

For specialty items or items from a contractor such as windows and doors, provide submittals to Owner for reviewbefore ordering.

SAMPLES: Contractor shall deliver samples of materials to be used in the work and reasonably requested by H-Haus. Provide three samples of proposed materials when applicable.

CLEANING:

Each contractor, at all times, shall keep the premises free from accumulation of waste materials or rubbish causedby his operations. At the completion of the work, he shall remove all his waste materials and rubbish from andabout the Project, as well as his tools, construction equipment, and surplus materials.

CLOSING PROCEDURES:

Financial: Contractor shall furnish ample evidence to H-Haus that all financial obligations have been met bypresenting a notarized release of liens from all suppliers and contractors at each payment application.

Punch list: When the Contractor reaches substantial completion, the Contractor, and H-Haus shall review the workand compile a list of items outstanding and or not in compliance with the contract documents. The Contractorshall endeavor to complete the items on the punch list as quickly as possible. If contemplating application for finalpayment the Contractor shall schedule one week in advance with H-Haus a joint inspection visit to the project todetermine if the contract has been fully executed.

Guarantees: All guarantees shall be submitted as required here.

Final Certificate: Insurance of such certificate does not relieve the Contractor of any responsibilities related toguaranteeing the warranting performance of the Project.

Contract forms:standard aia forms: The following standard forms as printed and distributed by the AIA as follows.

Owner-Contractor-Agreement A- 101General Conditions A-201Application and Certificate for Payment G-702 and G-702AContinuation Sheet G-703Contractor's Release of Liens G-706A

Construction staging area: The Contractor shall coordinate a construction staging area approved by the owner.

Construction parking: Park only where directed by H-Haus; control as required to provide orderly use.

Storage: Store material and equipment in an orderly manner.Suitably store material to not interfere with building operations, not be exposed to weather if unsuitable, or invite tampering ortheft. Storage of materials is at the Contractor's risk. Protect sensitive materials from weather as needed.

Temporary fire protection: During construction, install and maintain whatever types and forms of fire protection may beneeded. Store combustible materials in recognized fire-safe locations and containers.

DIVISION TWO: SITE WORK

“A GEOTECHNICAL REPORT HAS BEEN COMPLETED FOR THIS PROJECT. THE CONTRACTOR SHALL REFER TO THISREPORT AND MEET THE SOIL PREPARATION SET FORTH IN THE REPORT.PLEASE REFER TO REPORT JOB NO. 08059

BY:PHYSICAL RESCOURCE ENGINEERING, INC.4655 NORTH FLOWING WELLS ROADP.O. BOX 36985TUCSON, AZ 85740

HOME BUYER NOTE: Please read paragraph 'A, and B' of this division carefully.

A. All foundation details and drawings constitute recommendations only. Local soil conditions in a given area maydictate that the soil's engineer or other expert needs to be retained to determine whether the soils are such that additional sitework and/or specially engineered foundation systems will be required,B. H Haus direct retail sale:The customer shall be fully responsible, including all costs whatsoever kind or character for the removal of difficult rocks ordifficult soil on the site, H Haus assumes no responsibility with respect to local soil's conditions. Soils testing of any type at thesole discretion of the buyers. If the soil's test is required by the buyers or any inspecting authority, the buyer shall be solelyresponsible for all costs incurred in connection with the soils test. If additional site work is warranted because of a soils test,the buyer shall be solely responsible for all costs incurred in connection with the soils test. If additional site work is warrantedbecause of a soils test, the buyer shall be solely responsible for any such costs. H Haus recommends that the buyer consultwith the local building inspector, geotechnical engineer and structural engineer to determine if the soils on the proposed siteare such that a soils test should be conducted.

Finish grade shall be 6 to 10 inches lower than the finished floor height at the garage and finish living space floor as the sitemay allow, or per plans.

General:

Scope: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete theexcavation and preparation of site for grading. Coordinate installation of all utility lines with excavating work. Coordinateprovisions for lines to water catchment systems, leach fields etc. as required.

Conformance: All material and constructions practices shall meet and adhere to all national and local codes and standards. If ageotechnical report has been prepared, the General Contractor should familiarize him/herself with said document andincorporate said recommendations into the scope of work and project cost.

EXECUTION:

CLEARING: Remove trees shown on the drawings nor clearly necessary for the construction to commence. Remove withoutinjury to trunks, interfering branches and roots of trees to remain. Remove resulting wood and debris from the buyer's property.Wood suitable for fireplace burning to be into 2' lengths and stacked on site at a location approved by Owner.

TOPSOIL: Before excavating is begun, strip topsoil of its entire depth from areas to be excavated or graded; pile in designatedlocation so as not to interfere with building operation. Stripped topsoil: Free from clay, large stones and debris. Store topsoil,which will be used exclusively for fine grading.

EXCAVATION: Make excavations to proper depth with allowance made for fill, floor slabs, forms, centering and space to applyeither damp or waterproofing. Work to be excavated to a greater extent than required by drawings and which is within the bearingarea of the footings.

FILLING AND GRADING: Do all excavating, filling and backfilling and grading necessary to bring entire area outside thebuilding to follow sub grade levels for paving, walks, and other surfaced areas to underside of respective surfacing or base, ifany, for lawns and planted areas to 4" below finish grades. Assure positive drainage away from the house not less than 5% for adistance not less than 20 feet from the exterior walls.

Remove debris from excavations before backfilling, do not backfill against foundation walls for a period not less than 7 days fromthe placement of concrete or grout/mortar. Backfilling shall be free from plaster, batts, and other debris. Protect water or dampproofing when placing backfill. Deposit fill and back fill in layers not exceeding 6" under floors, 8" under slabs, pavements andother surfacing and 12" under other areas, compact each layer to reach 95% compaction. Apply water to assist in compaction andcontrol dust generated from such activity.

DIVISION THREE - CONCRETE

GENERAL

Scope: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete theconcrete portion as shown on the structural drawings and architectural drawings.

CONFORMANCE: All work shall comply with the International Building Code, 2003 for residential construction. Cast -inConcrete shall be 3,000 PSI within 28 days. Reinforcing steel shall be ASTM A-615 Grade 60 #5 and larger and Grade 40 for #4and smaller. All reinforcing steel shall be fabricated and placed in accordance with ACI-301-72 and ACI 315-80. All horizontalfootings or turndown slabs shall be continuous around corners or have corner bars of the same size and spacing as thehorizontal bars with the proper lap length. The General Contractor shall be responsible to see that rebar placement is properlyaligned and tied in place before the placing of concrete. All vertical steel shall be accurately located and secured in place so thatit remains in position during the placing operation. Any rebar that is improperly installed shall be removed and properly placed.

MATERIALS: Refer to structural drawings.

1. EXECUTION: Earthen, wood or metal formwork is acceptable to produce true and straight line and elevation and smooth surfaces.

CONSTRUCTION JOINTS:1.Provide control joints in slabs on grade as shown on drawings. Control joints may be either saw cut or tooled as noted per thedrawings. Depth of the control joint should be one quarter the overall depth of the concrete slab.2. Abutting slabs shall have a minimum period of 24 hours between pours.3. Welded wire fabric shall be cut at these control joints and dowels added as detailed on drawings.

PLACING:1. Concrete shall be placed without segregation or loss of ingredients.2. Vibrating, spading or rodding shall be used to consolidate the concrete ad eliminate honeycombing.3. Concrete shall not be placed during rain, snow or sleet. When the temperature falls below 40 degrees Fahrenheit the minimumtemperature of the concrete shall be 50 degrees Fahrenheit. The General Contractor should discuss ad mixture with the local batchplant to determine if ad mixtures are to be used. Contractor to notify the Owner of actions taken in this regard.4. Concrete shall be placed on a 2" bed of clean natural sand.5. Provide a 6 Mil vapor barrier under the slab should the R-Foil Concrete Barrier option not be taken.

FINISHING:1. Surfaces to remain exposed or to be covered with tile, carpet or vinyl shall have a steel toweled smooth finish.2. Steel trowel finish shall be true planes within 1/8" inch in 10 feet as determined by a 10 foot straight edge placed anywhere on theslab in any direction.3. The curing of slabs shall be initiated as soon as the slab can bear foot traffic.4. Protect intentionally exposed concrete floors from damage to finish. Protect as necessary per the level of traffic and work in saidareas. Concrete floors that receive stain are to be protected with sheet goods from their placement for the duration of the project.5. Seal concrete floors that receive both color or left with finish.

CONCRETE STOOPS and STEPS:Shall be provided at all entrances. Stoops and steps shall be formed and poured by site contractor using 2500 psi air entrainedconcrete, stained and sealed and shall be constructed so as to meet all governing building codes

STAINED CONCRETE: Scofield "Lithochrome" Chemstain Classic. Use ColorAntique AmberCS-15. Apply SCOFIELD®Selectseal-W. one-conponent sealer to entire floor before covering and protecting for duration of construction. It is highlyreccommended thatthe floor is protected with 4x8 foot sheets of fiber board.

DIVISION FOUR- MASONRY

General

SCOPE: Furnish and install solid and hollow block masonry together with masonry flashings.

CONFORMANCE: All materials and construction practices shall meet and adhere to all acceptable national and local codes andstandards, including ACI 530-88/ ASCE 5-88.

PRODUCTS

MATERIALS:1. Water: Clean and potable2. Portland Cement: Grey, per ASTM C150, Type 13. Masonry Cement; Gray, per ASTM C91-67, each bag so marked4. Lime: Hydrated lime per ASTM C207, Type S. Lime Putty: A stiff mixture hydrated lime and water; Keep moist until used, protect fromexposure to and prevent excess evaporation. Putty made from type s hydrated lime may be used immediately after mixing.5. Sand: Natural sand per ASTM C144

6. Mortar: Per ASTM C270. Use no calcium Chloride. Type S throughout.7. Mixing mortars: All materials for mortars measured by volume, and cement mixed dry, lime putty added, and then water addedto bring the proper consistency for use. Use no mortars that have stood more than one hour.8. Concrete Masonry Units conforming to ASTM C145 for solid load bearing units and ASTM C90 for hollow load bearing units.All units Type 1, Grade P-1.9. Grout: Course grout per ASTM C476, aggregate for grout per ASTM C404.12. Parging: 3/4'' Medusa cement parging and two coats of sprayed on asphaltic pitch.13. Stone cleaner and sealer by "Stone Tech Stone and Tile Care". For cleaning, use "Klense All" and for sealing use "HeavyDuty Stone Sealer". Product information and application procedure available through Milestone in Santa Fe, New Mexico.14. Simulated masonry (Cultured stone) is an option. Refer to contract for selection.

EXECUTION

LAYERING: Provide watertight construction in all exterior masonry. Fill joints completely with mortar throughout the work.

LAYING OF CONCRETE MASONRY UNITS: All units set in running bond and all intersections of walls and or partitions bonded orkeyed with wall ties or horizontal joint reinforcing. Cut units accurately to fit around all pipes, ducts, openings etc; slush all voidsfull. Set unit cells vertically, butter walls only above grade or interior carefully for uniform appearance using square and blocks,closers or fitters for corners, piers, jambs, steel sash, etc. Size of block in general 8" x16" face measurement. Joints tooled,cove.

PATCHING: Patch around cuts and openings in masonry by other trades.

DIVISION FIVE - METALS

GENERAL

Scope: Furnish and install all metal beams, tube steel, fascia and handrails as noted on the drawings.

CONFORMANCE: Miscellaneous steel shall conform to ASTM A-36.

FASCIAS: Provide and install metal drip flashing per SMACMA standards per chapter two, Figure 2-1A and Figure 2-5B. Gravelstop to be 20 gauge metal with 4" wide cover plate of the same at end of shop lengths. Soldered or welded joints are notrecommended except at end corners due to expansion of material. Paint material with architectural bronze finish.

HANDRAILS/ GUARD RAILS: Provide and install 1" x 2" steel bar handrail with vertical supports at all areas where the finishgrade is more than 12" above the finish slab (terrace deck and stair) Bronze finish to match other exposed steel on job. Provideintermediate ½" steel rods at 4" on center per code requirements. Handrail locations include entry ramp, @ garage steps,terrace decks and steps to garden.

DIVISION SIX- WOODS AND PLASTICS

General: CARPENTRY AND LUMBER

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete allcarpentry, rough lumber and related items as shown o the drawings and or specified herein.

CONFORMANCE: All materials and construction practices shall meet and adhere to all applicable national and local codesand standards.

DELIVERY AND STORAGE OF LUMBER: Deliver lumber and plywood only when ready for its use and do not store outside forextended periods of time. When storing outside cannot be avoided, stack material above ground with watertight cover in amanner providing good ventilation and protection. Trim/ finish lumber shall not be stored outside and protected at all times.

PRODUCTSPANELIZED WALLS AND ROOF STRUCTURE- H-HAUS PACKAGE: Provide and install panelized walls as shown on thedrawings or as specified. Unless otherwise noted provide panels by "H-HAUS"

MOISTURE CONTENT: Except as otherwise specified, the moisture content shall not exceed 19% for rough lumber.

LUMBER GRADES AND LABELS: Grading of lumber of various species shall comply with requirements of the AmericanLumber Standard, Simplified Practice Recommendation R16; species and grades as herein specified. Each piece of yard orstructural lumber shall bear the mark of appropriate inspection bureau or association or each shipment shall beaccompanied by inspection certificate issued by the appropriate inspection bureau or association.

LUMBER FOR CARPENTRY WORK: Lumber shall conform to Structural Notes.Rough Carpentry

Floor joists: to be 11 7/8" truss joist I-beam (TJI) e.g. Silent Floor 150 df or equal. For actual truss joist sizes refer to thestructural plans and specifications if required.

Rim joists: shall be 3 each 1 ¾" x 11 7/8" Timberstrand (engineered structural board) with ½" treated plywood exterior skin.For actual rim joist sizes refer to the structural and architectural plans.

Exterior walls: shall be 2" x 8" number 2 or better white pine or equal @ 16" o.c. if panelized construction is not used.

Terrace deck structural framing: 2" x 12" redwood, number 2 or better. Seal all sides and ends immediate after placing

Interior walls shall be 2" x 6" number 2 or better white pine or equal @ 24" o.c. or as indicated in the framing plans should thepanelized wall option not be taken.

1. Exterior SheathingWalls: 7/16'' minimum thickness OSB with span rating of 24/16 minimum.Roof: 7/16'' minimum thickness OSB with span rating of 24/16 minimum.

Plywood; Softwood: Interior exposed A-A both sides visible or A-C one side visible

Beams: See structural drawings for pre-engineered beams, paralams and microlam beams.

Finish wood and trim: Clear birds-eye maple, D-select.

PRESERVATIVE TREATMENT: All wood blocking, ground sills and nailers in connection with exterior concrete or masonryand on roofs and other items specified herein, shall be given a pressure preservative treatment in closed retort.

FASTENERS and ADHESIVESConstruction adhesive to be "Liquid Nails" or equal. Check structural engineering requirements for panel connections and all fastenersrelated to structural connections. "Liquid Nails" is not to be considered a structural connection under any circumstance.

Nails and staples to be in accordance with ICBO report 2403, UM-25d and UBC table no. 25-p unless otherwise specified.

Joist hangers shall be "Simpson Strong Ties", approved by IBC and fastened per IBC nailing schedule.

Truss plates (gussets) shall be stamped at the intersection of all header, trimmers, king posts, etc., on the interior side of allexterior openings and boxed out windows or by structural areas.Structural bracing at corners shall be per IBC.

EXECUTION

Stud Bearing Walls: If panelized construction is not taken, load bearing stud walls shall be Spruce Pine Fir (SPF) Stud grade orbetter at 16'' O/C. Provide double top plate and pressure treated bottom plate at ground floor. Provide fire blocking as required bycode. Provide wall blocking at shelves, picture moldings, closet shelving and cabinetry or as called for in the drawings. If available,provide finger-jointed material for true and straight studs. Framing contractor to cull through material and select only straight, wanefree material, as un-true boards will not be allowed in the final framing assembly.

Wood joists: Where dry wall covered joists rest on steel hangers, joist is to be notched 1/2'' minimum to allow for shrinkage.

WOOD TRUSSES: See structural drawings for manufacturer and spacing. Provide all hangers, nails, screws, and miscellaneousconnectors necessary to erect the structure as shown on the drawings.

DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION -INSULATION

GENERAL

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete theinsulation work including but not limited to the following.

1. Provide and install 2'' of at perimeter of foundation and if necessary, under the perimeter of the concrete slab as required by theIBC Energy Code, not less than 48" of length (NOT REQUIRED IN PIMA COUNTY)

Styrofoam Square EdgeThickness 2''The Dow Chemical Company

2. Sill Seal Insulation"Owens Corning"- Foam Seal R5-1/2'' Item 2FS (2x6 sole plate)

If wall panelized- pre-insulated wall system option is not taken, provide the following insulation:

3. Provide and install at exterior wall locationsExterior Wall InsulationKraft Paper Thermal Batt InsulationWood Frame Construction 2x6"Owens Corning"Thickness: 5-1/2'' high densityWidth: 15''R-21

4. Provide and install at exterior wall locationsExterior roof InsulationKraft Paper Thermal Batt InsulationWood Frame Construction"Owens Corning"Thickness: 11-1/2'' high densityWidth: 15''R-38

5. Sound Attenuation Batt InsulationAll Interior Walls"Owens Corning"Thickness: 3-1/2''

QUALITY ASSURANCE: Thicknesses are indicated for thermal conductivity specified for each material. Where R-value identifiesinsulation, provide thicknesses required to achieve indicated value.

EXECUTION:

INSTALLATION: Extend single layer insulation full thickness as shown over entire area to be insulated in a continuous, unbroken manner tothe maximum extent possible. Cut and fit tightly around obstructions, and fill voids with insulation. Remove projections, which interfere withplacement. Vapor barrier shall be at warm side of wall as recommended for project location. Tape all joints of exposed fiber insulation.

SCHEDULE:

1. Floor slab perimeter and foundation wall insulation - 2'' rigid insulation suitable for sub-grade applications.

2. R-21 Kraft-faced insulation in all wood frame walls to exterior.

3. R-38 Kraft-faced insulation in all ceilings to the exterior.

4. US Intech tapered foam or equal (Roofing) or wood sleepers for slope to drain.

5. R-5 minimum heating and cooling duct insulation.

6. SHGC: Of .40 for all glazing

Sound attenuation: Provide unfaced glass fiber, high-density acoustic batt insulation in all interior walls and drop soffits.

RIGID INSULATION: Shall be installed continuously around the perimeter of the building @ turned down slabs inside face of the foundationwall to the top of the footing as per detail.

DIVISION SEVEN- THERMAL AND MOISTURE PROTECTION - SHEET METAL AND FLASHINGS

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete installation ofsheet metal and flashings.

ACCESSORIES: All accessories or other items essential to the completeness of the sheet metal installation, though no specifically shownor specified, shall be provided. All such items, unless otherwise shown on the drawings or specified, shall be of the same kind of material asthe item to which applied. Nails, screws, and bolts shall be of types best suited for the purpose intended and shall be of a composition that iscompatible to the metal to which it will contact.

FLEXIBLE CONCEALED FLASHING: Through walls, parapets, window and doorsills, jambs and heads, and lintels, shall receive sheetmembrane flashing.

FASTENINGS: Use same material as flashing sheets and other metal, as recommended by manufacture of flashing sheetfor best corrosion resistance.

Execution:

PROTECTION: Protection against galvanic action shall be provided wherever dissimilar metals are in contact. Thecontact surfaces of the dissimilar metal shall receive a coat of zinc chromate primer of one mil dry film thickness. Stainlesssteel shall not contact carbon steel. Where this occurs paint the dissimilar metal with zinc chromate primer.

Installation of sheet metal: Not shown in detail or covered in specifications shall meet the applicable requirements of thesmacna, architectural sheet metal manual. Sheet metal exposed to weather shall be watertight with provisions forexpansion and contraction. Flashings shall be installed at intersections of roofs, vertical surfaces, at projections throughroofs, and roof and wall openings as specified or indicated to provide watertight construction.

BASE FLASHING: Shall be provided for roofing against surfaces.

CLEANING: All exposed sheet metal work shall be cleaned at completion of installation. Grease and oil films, handlingmarks, contamination from steel wood, filings, and drilling debris shall be removed and the work scrubbed clean. Allexposed metal surfaces shall be free from dents, creases, waves, scratch marks, foam roofing, and solder or weld marks.

REPAIR:Scratches, abrasions, and minor surface defects of finish in accordance with the manufacturer's instructions and asapproved. Finish repaired surfaces shall be uniform and free from scratches, blemishes, and from variations of color andsurface texture.

DIVISION SEVEN- THERMAL AND MOISTURE PROTECTION - MEMBRANE ROOFING

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to completeinstallation of a membrane roof.

QUALITY ASSURANCE: Meet or exceed ASTM D-5147testing for all applications. Provide Owner with written, 12-yearinstallation guarantee

DELIVERY AND STORAGE: Deliver all materials in manufacture's unopened packages. Store all materials with cover ontop and sides.

MATERIALS

PRODUCT: Provide and install U.S. Intec Workhorse roof match - SBS 160 Granule roofing membrane over the following:Over the roof sheathing apply tapered foam to assure ¼" per 12" roof drainage or wood sleepers for slope. Over taperedfoam, apply U.S. Intec perlite recovery board, over manufacturer approved SBS base sheet, and ply sheet. Hot mopWorkhorse to finish installation.

Execution:

PREPARATION OF SUBSTRATES: Roofing, sub sheets and tapered insulation must be placed directly on plywood orOSB substrates and never on insulation or dirty surfaces. Remove dust, dirt, loose nails or other protrusions before placingsaid material.

INSTALLATION: Per manufacture's recommendations in order to secure warranty.

DIVISION SEVEN- THERMAL AND MOISTURE PROTECTION - ICE AND WATER MEMBRANE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete installation of iceand water membranes.

QUALITY ASSURANCE: D412 Test methods for rubber membranes in tension.

DELIVERY AND STORAGE: Deliver all materials in manufacture's unopened packages. Store all materials with cover on top and sides.

ENVIRONMNETAL REQUIREMENTS:Apply Ice and Shield in fair weather at temperatures of 40 degrees and above.

Execution:

PREPARATION OF SUBSTRATES: Ice and Water Shield must be placed directly on plywood or OSB substrates and never on insulation ordirty surfaces. Remove dust, dirt, loose nails or other protrusions before placing said material.

INSTALLATION: Per manufacture's recommendations.

DIVISION SEVEN- THERMAL AND MOISTURE PROTECTION - CAULKING

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to caulking. Caulk wood andmetal frames in masonry openings, exterior joints between dissimilar materials, around wood to sheetrock, around windows and doors andelsewhere as needed and determined necessary to prevent air and moisture infiltration.

CONFORMANCE: All materials and construction practices shall meet and adhere to all applicable national and local codes and standards.

PRODUCTS:

CAULKING MATERIALS: Color selected to match surrounding materials or frames as closely as possible unless otherwise stated. Backerrod to be expanded polyethylene closed cell type.

Execution:

APPLICATION: For openings more than 3/4 inches in depth, fill joints with hand packed backer rod well tucked into within 3/8 inch of thesurface before caulking. Apply caulking compound by hand gun to produce an entire seat of saddle or at sill at 1/16 inch thick. Set saddle orsill on same and remove excess material, neatly pointing joints.

CLEAN adjacent materials immediately and leave work in neat, clean condition.

DIVISION SEVEN- THERMAL AND MOISTURE PROTECTION - SKYLIGHTS- H-HAUS PACKAGE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to the installation of skylights.

QUALITY ASSURANCE: Wood fixed skylight with exterior maintenance free cladding and all accessories and components required forcomplete and weatherproof installation shall be manufactured to the highest standards of quality and craftsmanship in accordance withVELUX Manufacturing Standards.

SYSTEM DESCRIPTION: Skylight: Wood frame, exterior maintenance free cladding, production fabricated, flashings, glass andglazing, and anchorage. Configuration: Fixed.

SUBMITTALS: Manufacturer's unit dimensions, rough opening and finished framing dimensions, affected related work, andinstallation requirements are shown in manufacturer's installation instructions.

DELIVERY, HANDLING, STORAGEDeliver products in manufacturer's original containers, dry, undamaged, seals and labels intact.And store and protect products in accordance with manufacturer's recommendations.

PRODUCTS

MANUFACTURERSkyline Skylights

MATERIALSA. Wood: Kiln-dried, laminated Nordic Pine (Specific Gravity 0.51), temporarily treated for mold and mildew for transparent oropaque interior finish.B. Maintenance free exterior cladding: Roll formed [0.65 mm aluminum] [0.55mm copper] pre-finished production engineeredand fabricated to fit exterior exposed surfaces (Alloy AA 3003 H12 and AA 3003 H16).C. Fasteners: #8x1 washerhead, phillips, 1/1, stainless steel, black for exterior maintenance free cladding.

GLASS AND GLAZING MATERIALS

A. Standard 5/8" overall dual sealed insulated glass unit with 9.1 mm (0.358") air space. Stainless steel spacer with desiccant,primary seal polyisobutylene, secondary seal silicone.B. Gasketing: Each I.G. unit dry glazed with chloroprene gasket, no sealants.C. Description of glazing options: Type 75 Low-E Gas Filled: Two lites 3 mm (1/8") clear tempered with 11.1 mm (0.44")airspace filled with argon gas. Low-E2 coating is applied to surface #2.

FLASHINGType ECX/EMX Curb Flashings are flashing systems designed for use on flat and low-pitched roof slopes of 0 degrees to 3:12 (15degrees). The ECX/EMX curb flashings should be used with rolled roofing.

FINISHESA. Exterior surfaces: Exposed exterior wood surfaces to be covered with roll-formed maintenance free cladding pieces.Aluminum has umber grey, Kynarâ 500 polyvinylidene fluoride resin finish. Copper is roll-formed mill finish.

B. Maintenance free flashing: Roll formed aluminum, umber grey, baked on polyester polyamid primer and finish coats. Copperis roll formed mill finish.

C. Interior surface: All exposed interior wood surfaces to be clear unfinished wood.

EXECUTION

EXAMINATION

Verify rough opening dimensions and proper orientation of skylight.INSTALLATION

A. Install skylight in accordance with manufacturer's installation instructions.

B. Align skylight level, free of warp or twist, maintain dimensional tolerances.

Drainage grade away from the house shall be 10 inches. in 20 ft. (e.g. for every 20 feet horizontal elevation there shall be a 10inches drop in vertical elevation). Minimum distance graded away from the house shall be 20 feet. In the case of theHanover/Andersson site, all caution is to be exercised due to the house and improvements are in a flood plain. The gradingrequirements set forth by Pima County shall be adhered too- no exception. The contractor shall make him or herself familar with thePima County requirements before beginning construction.

Buyer shall provide clean fill material for proper drainage. If more earth fill is necessary the buyers shall provide and place additionalengineered fill at their own expense.Buyer's Initials:

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A. Attach skylight to roof sheathing with manufacturer's brackets and screws and nails to accommodate construction tolerances and other irregularities.

B. Provide thermal isolation when components penetrate or disrupt building insulation. Pack fibrous insulation in rough opening to maintain continuity of thermal barriers.

C. Coordinate attachment and seal of perimeter air and vapor barrier material.

D. Install manufacturer's engineered perimeter flashing in accordance with manufacturer's installation instructions to achieve weather tight installation.

DIVISION EIGHT- DOORS AND WINDOWS - GLAZING- H-HAUS PACKAGE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to glazing.

QUALITY ASSURANCE: Work shall follow standards in the "Glazing Manual", Flat Glass Jobbers Association, handbook, and latest addition.

DELIVERY AND STORAGE: The contractor is responsible for all glass broken, scratched, etched, or damaged by other trades while on thejob and for faulty storage or installation. The Contractor shall replace same at his/ her own expense.

PRODUCTS:

GLASS MATERIALS: Glass for doors shall be tempered glass and meet or exceed Pima County SHGC requirements.

INSULATED GLASS: H-Haus to provide 1" insulated clear, double pane ¼", ½" ¼".

TEMPERED GLASS: H-Haus to provide tempered glass at all doors and windows adjacent to doors and with 18" of the finish floor, and atshower enclosures. Shower enclosures to be installed by a local vendor whose has 5 years experience with said installation.

LAMINATED GLASS: H-Haus to provide laminated glass for all overhead skylights.

SPECIALTY GLASS: Shower enclosure to be laminated glass. Paint the back of the glass with white primer with even coverage. Secureglass to Dura-rock substrate with adhesive approved for moist locations. Caulk all corner, sill and head joints for water tight seal. Glass by H-Haus.

MANUFACTURER: Exterior windows, sliding doors and pivot doors shall be Rehau or approved equal. Refer to manufacture specificationsfor glazing size and installation requirements.

SHGC: .40 in all locations. Skylights shall not exceed 3% of the totla roof area.

Execution:

Installation: Install glazing as shown by manufacture. Large expanses of fixed glazing shall be supported as per manufacture'srecommendations. Wood in contact with glazing shall have a thoroughly dry prime coat. Other materials in contact with glazing shall havethoroughly clean surfaces prior to installation of glass. No not apply in damp or freezing weather.

Clean adjcent materials immediately and leave work in neat, clean condition.

DIVISION EIGHT- DOORS AND WINDOWS - INTERIOR WOOD DOORS- H-HAUS PACKAGEGeneral

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to the installation of interiorwood doors.

DELIVERY AND STORAGE: All materials shall be kept dry and protected from inclement weather, and neatly and properly stored in alocation and manner, which will protect them from damage.

PRODUCTS:

WOOD DOORS: To be 1 3/4" thick, solid core doors with flat panel with Maple finish.

HARDWARE: To be Schlage, lever type for ADA compliance

execution:

InstallationClean adjacent materials and leave work in neat, clean condition. Do not use sharp tools to remove tags, labels or other attachmentsbefore reviewing the manufacture recommendations.

DIVISION EIGHT- DOORS AND WINDOWS - TILT AND TURN DOORS- H-HAUS PACKAGE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to the installation of slidingdoor system as specified herein and shown in the drawings.

QUALITY ASSURANCE: Drawings and specifications are based upon the Tilt and Turn Series manufactured by Rehau.

DELIVERY AND STORAGE: The contractor is responsible for all aluminum broken, scratched, etched, or damaged by other trades whileon the job and for faulty storage or installation. The Contractor shall replace same at his/ her own expense.

PRODUCTS:

MATERIALS: Extrusions shall be 6063-T5 alloy and temper. Fasteners where exposed, shall be aluminum, stainless steel or plated steel inaccordance with ASTM A-164. Perimeter anchors shall be aluminum or steel, provided that the steel is properly isolated form thealuminum. Glazing gaskets shall be flexible vinyl extrusions. Sliding panes shall roll on a 22 gauge formed stainless steel track.

FINISH SPECIFICATION: All exposed surfaces shall be free of scratches and other serious blemishes. Bronze color PVC

HARDWARE: Shall be provided by Rehau.

EXECUTION:

INSTALLATION: All jambs, head and track shall be set in correct locations as shown in the details and shall be level and plumb and inalignment with other work in accordance with the manufacture's installation instructions and approved shop drawings.

PROTECTION AND CLEANING: After installation, the General Contractor shall adequately protect exposed portions of aluminum surfacesfrom damage by grinding and polishing compounds, plaster, lime, acid, cement, or other contaminants. The General Contractor shall beresponsible for final cleaning.

DIVISION EIGHT- DOORS AND WINDOWS - WINDOWS- H-HAUS PACKAGE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to the installation ofPivot door system as specified herein and shown in the drawings.

QUALITY ASSURANCE: Drawings and specifications are based upon the Series manufactured by Rehau. Installer shall haveexperience with this system.

DELIVERY AND STORAGE: The contractor is responsible for all aluminum broken, scratched, etched, or damaged by other tradeswhile on the job and for faulty storage or installation. The Contractor shall replace same at his/ her own expense.

PRODUCTS:

MATERIALS:

FINISH SPECIFICATION:

HARDWARE: By manf.

EXECUTION:

INSTALLATION: All jambs, head and track shall be set in correct locations as shown in the details and shall be level and plumb andin alignment with other work in accordance with the manufacture's installation instructions and approved shop drawings.

PROTECTION AND CLEANING: After installation, the General Contractor shall adequately protect exposed portions of aluminumsurfaces from damage by grinding and polishing compounds, plaster, lime, acid, cement, or other contaminants. The GeneralContractor shall be responsible for final cleaning.

DIVISION NINE- FINISHES - TILE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to the installation offloor, base, shower, tub surround, back splash and wall tile as specified herein and shown in the drawings.

DELIVERY AND STORAGE: The contractor is responsible for all tile that is broken, scratched, etched, or damaged by other tradeswhile on the job and for faulty storage or installation. The Contractor shall replace same at his/ her own expense.

PRODUCTS:

TILe: Wall tile to be 12" x12" guaged slat wall tile. Floor tile to be 12" x 12"x 3/8" gauged floor slate.

TYPE OF SETTING BED: Organic adhesive ANSIA136.1 thinset bond type with finish floors on same level as the adjacent floorfinishes. Use "Durarock" wall board (walls and ceilings only) with recommended setting bed for tile setting.Provide and installSchulter "Ditra" shower underlayment at shower pan.

GROUT: Use "C-Cure tile grout with color to be selected by Owner and interior designer.

EXECUTION:

Shower stall(s) to be constructed as "roll-in" with 4" recess for a cement shower pan and liner. Tile finish should slope from the perimeter to thedrain. Contractor to coordinate drain and recessed shower basin with framing work as required.

Where different floor levels abut, there will be no difference in floor levels- one continuous level throughout.

DIVISION NINE- FINISHES - GYPSUM DRYWALL

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to the installation of gypsum drywall,single thickness, adhesive screw on application.

CONFORMANCE: All materials and construction practices shall meet and adhere to all applicable local and national standards.

PRODUCTS:

MATERIALS; UNLESS OTHERWISE INDICATED: In general, provide and install U.S. Gypsum Products

Wall board:½" thick at walls½" thick green board at damp locations1/2" thick at ceilings5/8" thick Type X as required by code for fire rated walls and ceilings- at mechanical/ laundry closet.½" Durarock at wet walls and ceilings

Adhesive: DWA-14

Nails: 1-1/4" GWB-54

Joints: Pref-A-Tape and Durabond Joint Compound

Metal Trim: "L" metal square edge USG Dur-a-bead.

EXECUTION:

Install Dur-a-bead to interior sheet rock interior corners. Leave metal corner end exposed to show after finishing is complete. Do not paint exposedcorner of bead.

Sheet rock finish on walls and ceiling shall be level five- slick wall for "museum appearance" with no orange peel or brocade finish allowed. Holdsheet rock 1/8" off wet surfaces to prevent drawing of moisture wicking into the bottom of the wall.

DIVISION NINE- FINISHES - PAINTING

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental to complete application of paint andother finishes.

PRODUCTS:Sherwin Williams "Duration" house paint or equal.

EXECUTION:

WORKMANSHIP IN GENERAL: Painting coats specified are intended to cover surfaces perfectly. If surfaces are not covered, applyadditional coats. All finishes uniform as to sheen, color and texture. Apply paint to thoroughly dry surfaces only. Remove paint fromsurfaces not intended to receive it. Protect floor, wall and ceiling treatments not intended to be painted. Painting should take placewhen cutting, sawing, and alteration of surfaces is no longer occurring on the job. Painting to occur when the dust level in the housecan be controlled and is at a low point in the job. All paints and finish materials shall be non-yellowing and stable.

ALTERATIONS: Touch-up or refinish unscheduled surfaces so that altered spaces present complete, finished and uniformappearance.

EXPOSED RECESSES: Paint all exposed blocking and framing, backs of louvers and vents flat black.

PREPARATION OF SURFACES: As soon as delivered to the job site, prime and back prime trims and frames for which paint isspecified.

DOORS: Protect and seal after being delivered to site. Doors and trim to remain natural in appearance and sealed with a urethanesealer.

Protection: Canopies of lighting fixtures, thermostats, switch plates, alarm plates, etc, shall be loosed or removed from contact withceilings and walls, covered and protected and reset upon completion. Remove and protect all surface hardware, escutcheons, etc.before painting and replace when painting is complete.

PAINT SCHEDULE:

EXTERIOR:1. Ferrous metals: 1 coat Primer

2 coats ext. latex

2. Galvanized metal -2 coats Super Paint ext. latex flat

3. Wood stained 1 coat clear stain undercoat primer at all surfaces2 coats of clear exterior stain

INTERIOR1. Wood stained 1 coat clear stain undercoat primer at all surfaces

2 coats of clear stain, natural finish

2. Drywall 1 coat Latex primer- tint to wall color2 coats Latex/ satin finish

DIVISION TEN- SPECIALTIES - APPLIANCES- H-HAUS PACKAGE

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary to finish, deliver and install kitchen and laundry appliancefixtures.

QUALITY ASSURANCE: Provide, install and hook-up all appliances and test for leaks, fittings and general operation. Replace fixturesthat were damaged in the factory, shipping or on-site before or during installation.

DELIVERY, STORAGE AND PROTECTION:1. Deliver and store packed material in original containers or wrappings, with labels intact and seals unbroken until time of installation.2. Store appliances in an upright position.3. Protect appliances from moisture, dirt, damage, and stains.

PRODUCTS:H-HAUS PACKAGE

Washer: GE-STACKABLE - BY OWNER Dryer: GE-STACKABLE - BY OWNER Refrigerator: FAGOR SIDE BY SIDE 48" UNIT

Cooktop: 30" FAGOR (ELECTRIC), model VFA-78 S Built-in oven: 30" FAGOR, model 5HA-780 X Dishwasher: 24" FAGOR, LFA-086 XL Range Hood: FAGOR, model 5CFB-36 IX

DIVISION TEN- SPECIALTIES - BATH ACCESSORIES- H-HAUS PACKAGEGeneral

SCOPE: Furnish all labor, materials, tools, equipment and services necessary to finish, deliver and install bathroom accessories.

QUALITY ASSURANCE: Provide and install all accessories in a level or plumb fashion. Make all layout marks as light as possible andplace so there are behind the accessory or the escutcheon plate.

DELIVERY, STORAGE AND PROTECTION:1. Deliver and store packed material in original containers or wrappings, with labels intact and seals unbroken until time of installation.2. Store bath accessories in a protected area and do not place other heavier items on top of packaging.3. Protect appliances from moisture, dirt, damage, and stains.

PRODUCTS:KOLHER- 'Stillness' line in brushed chrome

(2) 30" Towel Bars # K-14452(1) Towel ring # K-14456(2) Robe hooks #K-14458(2) Tissue Holders #K-14459

BACKSPLASHES: See drawings for extent and type of material.

TOE KICKS: Shall be per Ikea specification.

EXECUTION

ASSEMBLY: Ikea cabinets come un-assembled and need to be assembled on site. Assemble on site withknowledge of the layout, appliance schedule and type of cabinet for each location.

DIVISION FOURTEEN- PLUMBING

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidentalto complete installation of a plumbing system connected to insitu municipal, well, cistern and septic orsewer systems.

CONFORMANCE: All materials and construction practices shall meet and adhere to all applicable nationaland local codes and standards.

EQUIPMENT FURNISHED BY H Haus, LLC: Connect plumbing to equipmentand appliances furnished by H Haus, LLC.

EQUIPMENT FURNISHED BY OTHERS: Connect plumbing to equipment and appliances furnished byothers.

CODES: materials, installation, and workmanship: per local code or per UBC plumbing code or IBC,Residential addition.

TESTS: Satisfactory evidence of passing plumbing inspection by local government inspector will beaccepted.

PRODUCTS:

MATERIALS:

1. Review plumbing fixture schedule for type, manufacture and product requirements for plumbingfixtures.

2. REHAU RAUPEX plastic tubing: Polyethylene hot and cold water lines; cross-link polyethylenetubing with oxygen barrier meeting manufacturing standard ASTM F 876. Tubes rated for 180 F,and 100 Psi.

3. All above ground above ground REHAU RAUPEX tubing connections to be installed in accordancewith manufacturer's directions.

4. Soil/Waste/Vent: Cast Iron Pipe below ground; standard weight cast iron ASTMA74-72 (with sizeand weight and manufacturer's name cast on each length of pipe and on each fitting) with caulkedor compression gasket or PVC/ABS with solvent welded fittings. Hubless cast iron pipe and fittingswith no-hub joints may be substituted for waste and vent. An acceptable alternate to cast ironwould be Schedule 40 PVC.

5. GAS: Schedule 40 black steel pipe with malleable iron screwed fittings above grade andpolyethylene piping below grade exterior to the building.

6. CONDENSATE: Type M copper for condensate drain (used on the furnace).7. Brush chrome heavy duty shower drains, round, adjustable height 2-inch IC,a. 4-inch strainer diameter.

1. VALVES: Standard weight gate type, all brass unless otherwise noted. Providea. shut-off valves for supply valves.2. INSULATION: Hot and Cold water piping shall be insulated throughout the house. Cold water, ½inch glass fiber with vapor barrier; hot water, 1-inch glass fiber.

FIXTURE SCHEDULE:H-HAUS PACKAGE

MASTER:(1) KOLHER- Stillness #K-924-4-CP. Faucets- Two handle - Brushed chrome finish(2) KOLHER- Chord- #K-2331-8 above counter sink- white finish(1) KOHLER - Maestro #K-839 whirlpool tub 66" x 32" x 18 3/4"- white finish(1) KOLHER - Purist #K-T14428-4- tub deck w/ lever handle - Brushed chrome finish(1) KOHLER - Stillness Deck-mount, High-flow handles and valve, model K-T954-4 - polished chromeShower set (two pressure balance valves, each to supply a personal hand shower on an adjustable slide bar.(2) Cal. Faucets- Pressure balance valve shower set (less head, arm and flange) w/ lever handle (trim only)brushed chrome finish(2) Cal. Faucets- Rough-in valve pressure balance shower (enhanced flow)(2) Hansgrohe- 36" wall mount slide bar for hand held shower- brushed chrome finish(2) Hansgrohe- Hand held shower - brushed chrome finish(2) Hansgrohe- Supply for wall mount hand held shower- brushed chrome finish(1) AGAPE - Pear, wall hung water closet

POWDER ROOM:(1) AGAPE - Pear, wall hung sink and water closet(1)KOLHER- Purist #K-14407-4-CP. Faucets- Two handle - Brushed chrome finish

KITCHEN:(1) KOLHER- Poise # K-3160-H-NA Under counter double bowl ss sink (33" x 18" x 9 1/2") SS finish(2) KOLHER-P-Traps # K-9000(2) KOLHER- Duo strainer #K-8813/14

(1) Moen- Pure jet w/ 9" pullout spray- SS finish(1) Moen- Filtration system for Purejet faucet

(1) Franke- Heavy duty 1 HP waste disposer(1) Franke- Disposer flange- SS finish(1) Cal Faucets- Air gap- SS finish

EXECUTION:

VENTS: Carried up 8 inches above the height of roof level at center pipe. Flash as specified in sheet metal worksection or with vent flashings. Finish to match roof color.

RISERS, BRANCHES, AND CONNECTION: Branch connection, ½" minimum unless otherwise shown orrequired. Fixture connection: Same size as fixture outlet. Provide control;; stops for supply pipes to each fixture,where pipes are accessible. All supply lines shall extend 12" above fixture connection to prevent water hammer.Lines shall be grouped in a neat manner and run parallel with each other from the source to termination. Notelocations of runs on record set of drawings prepared for owner.

PIPE IN EARTH TRENCHES: Each length of pipe substantially supported. No backfilling until after inspection.

HOSE BIBS: Frost proof type cast brass where located on drawings.

HOT WATER: Iinstall water heater per plumbing drawings.

WATER CLOSETS: Low flow, with anti-condensation insulation liners.

DRYER BOX: MaterialsRECESSED DRYER VENT- vent to roofManufacturer: In-o-Vate Technologies6190 Sand Pipe CourtJupiter, FL 33468(888) 443-7937

The Dryer Boxer - Model 425 (2x6 wood studs)Sku 10-2000Size: 21'' high, 12-1/2'' wide, 4-1/4'' deep22 gauge aluminized steel

DIVISION FIFTEEN- MECHANICAL-H-HAUS PACKAGE- SEE DRAWINGS

General

SCOPE: This section requires the furnishing and installing of complete functioning heating, air conditioning,and ventilating systems, and each element thereof, as specified or indicated on drawings or reasonablyinferred; including every article, device or accessory (whether or not specifically called for by item) reasonablynecessary to facilitate each system's functioning as indicated by the design and equipment specified. Elementsof the work include materials, labor, supervision, supplies, equipment, transportation, and utilities.

EQUIPMENT FURNISHED BY H Haus, LLC: Connect HVAC system to equipment and units furnished by HHaus, LLC.

PRODUCTS

1. Service Connections

a. Natural gas main tap, piping and meterb. L.P. tank installation

Complete Ductwork and Piping Systems

Mechanical Option #1

A forced-air heating and air-conditioning system composed of the following components:§ A solar system for hot water production and heating.§ A "Clean Air Furnace" provides heated, conditioned, humidified and cleaned air.§ Controls for the solar system and furnace.

Note: All controls to be included for proper function of the systems equipment

Mechanical Equipment Schedule

SYMBOL DESCRIPTION (INCLUDING MANUFACTURER & MODEL NUMBER)

D-1 Linear Supply Diffuser, "Titus" model MP-39, 1" slot spacing width, 2- slot. Length of diffuser indicated on the HVAC plan.

G-1 Return Air Grille, "Titus" model: 50, 24" x 24".

RTU-1 Roof Top Unit, "Carrier" model Package Heat Pump 50EZ0603, 57 Mbh net cooling, 39 Mbh heating, 1750 cfm @ 0.5 ESP, MCA = 45/47, MFS = 60A, MOCP = 90, 208/230v/1ph/60hz

HRV-1 Heat Recovery Ventilator, "Lifebreath" model 155MAX, 150 cfm @ 0.1 <mailto:[email protected]>" ESP, 120 watts, 5-speed fan, 120 VAC, 1A

SOL-1 Solar Collector, "Stiebel Eltron" model SOL 25 Plus.

ST-1 Solar Tank, "Rheem" Solaraid HE model 81V80HE-1 w/ 4.5 Kw electric immersion heater, 80 gallon capacity. 208/230v/1ph/60hz.

C-1 Controller Station, "Stiebel Eltron" model SOKI 20 SI

WWTP-1 Wastewater Treatment Plant, "Fusion" model ZF450, 450 gallons per day in-flow.

P-1 Solar Circulation Pump, "Grundfos" model UL

DOMESTIC HOT & COLD WATER DISTRIBUTION MANIFOLD - model MXBDG-30 Combo-MANABLOC by"VANGUARD"

EXECUTION

COORDINATION: Mechanical subcontractor shall refer to architectural, structural, and electrical drawings and torelevant equipment drawings and shop drawings to determine the extent of clear spaces. He shall make alloffsets required to clear equipment, beams, and other structural members and to facilitate concealing piping andductwork in the manner contemplated in the design. The contractor shall submit to the Owner for approval prior toany fabrication a duct layout plan showing supply and return air systems.

CODES, LAWS AND STANDARDS:1. Contractor's performance, workmanship, and material shall comply with all governing codes, state statutes, cityordinances and regulations of regulatory bodies having jurisdiction.2. Without limiting the generality of the foregoing paragraph the relevant provisions of the national fire codeshall be applicable.3.

DIVISION SIXTEEN - ELECTRICAL

General

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental toinstall complete electric system required for the work as drawn and specified.

CONFORMANCE: All materials and construction practices shall meet and adhere to all applicable national andlocal codes and standards and rules and regulations of the local power company. All work and material to complywith the Occupational Safety and Act Standards, the NFPA #70 National Electrical Code, the NFPA #101-Life SafetyCode.

QUALITY ASSURANCE: All material shall be approved by U.L. The electrician shall be fully licensed and certifiedby the state. Electrician shall be fully capable of designing a complete and fully operational power and signalsystem for the project.

PRODUCTSA. Service Connection1. Underground lead from transformer and meterB. Electrical System1. Service panel, 200 amp with 20 amp breakers, typ.2. Boxes, wire, conduit, miscellaneous connectionsC. Fixtures1. Outlets- Decora Style2. Lighting fixtures, as per lighting plans H-HAUS PACKAGE3. Duplex- Decora Style:4. Waterproof outlets5. Switches-Decora Style6. Single poleEquipment Connections1. Door Chime System2. Dishwasher3. Furnace/Air Conditioner4. Smoke Detectors5. Washer/Dryer6. Range Hood7. HRV (Heat Recovery Ventilators)8. Arc Fault Interupts (in bedrooms)9. Cook Top10. Microwave11. Roof top Mechanical Equipment- Allow MFS50 amp

Note: Include "G.F.I's" as required by local governing codes

DIVISION TEN - SPECIALITES - CABINETRY- H-HAUS PACKAGE

GENERAL

SCOPE: Furnish all labor, materials, tools, equipment and services necessary for and reasonably incidental tocomplete all kitchen base cabinets, wall cabinets, storage units, bath vanity bases, laundry room bases andupper cabinets, bookcases, and drawer units.

QUALITY ASSURANCE: Cabinet work in strict accordance Ikea standards of production.

CONFORMANCE: All materials and construction practices shall meet and adhere to all applicable national andlocal codes and standards.

SUBMITTALS: Submit shop drawings for all cabinetwork prepared by Ikea.

PRODUCTS

Ikea7810 Katy Freeway at AntoineHouston, TX 77024 Telephone: 713-688-7867STORAGE UNITS: IKEA "Nexus" W39 ¼" (and 195/8") x H93 1/8" x 23 5/8"D w/ Birch finish

CABINETRY: IKEA "Nexus" as specified on drawings w/ Birch finish- See finish schedule for details.Upper cabinet: IKEA "Avsikt" as specified on drawings w/ Birch finish- See finish schedule for details.

COUNTERTOPS: See drawings for extent and type of material.

ROBERN MEDICINE CABINETS: (3 total) S SERIES CABINET, 14" w x 18" h x 3 7/8" deep with flat beveledmirror.

MATERIALS:1. Wires and cables: copper wiring only. Feeder conductor from service switch to main distributing cabinet or cut-

out box same as service conductor. Branch circuits, cable: For dry locations - Type NM; for damp locations, forimbedding in outside masonry walls - Type NMC or UF; for imbedding in poured concrete - galvanized steel rigidmetal conduit (heavy duty); for underground locations - Type UF.

2. Outlet boxes: shallow boxes use only where space requirements will not allow deep boxes. Gang boxes used formounting gang switches. Exterior boxes waterproof type. All boxes supporting fixtures provided with propermeans for attachment. Box covers as required by the construction, and fixture outlet covers not ordered until theelectric fixtures have been selected. All fittings and accessories for boxes made by the box manufacturer andprovided as required.

3. Convenience outlet receptacles face duplex outlets with binding screws from face when cover is removed, alloutlets three pronged grounded. Finishes to be white.

4. All conductors shall be copper, rated for 600 volts type THHN/THWN insulation. Unless otherwise indicatedminimum wire size shall be #12 AWG RECEPTACLE & 14 AWG LIGHTING Type NM (ROMEX CABLE). 14

gauge wire is not allowed.5. For all data telephone lines provide CAT 5e.

EXECUTION

WORKMANSHIP: Work executed in workmanlike manner; present neat, mechanical appearance upon completion.

JUNCTION BOXES: Unless shown or directed otherwise locate center of outlet boxes following distances above finishfloor.1. Switches in general 50" high. Switches above cabinets 6" above counter. Switches in gangs arranged with

logical relationships to lights and controls.2. Receptacles 18" above floor place plates with long dimension horizontally. Receptacles over counters 6" above

countertop. Exterior receptacles waterproof and where shown on drawings. GFCI protection; provide GFCI typecircuit breakers for receptacles in bathrooms, exterior locations, laundry room, within 10 feet of all sinks,garage, in accordance with the N.E.C.

3. Floor receptacle boxes: Steel City concealed service floor box #663 with P60 series brass coverplate forrecessed receptacles in tile floors.

4. Outlets to be spaced in accordance with local codes.

CIRCUITS AND BRANCH CIRCUITS: Number of branch circuits determined in accordance with the National ElectricalCode as amended to date. Refer to drawings for panel schedule and circuit sizes.

SMOKE DETECTORS: Provide smoke detectors as indicated on drawings and required by NFPA. Finish shall be white.

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39" AFFMICROWAVEOUTLET

39" AFF 18" AFF

39" AFF

39" AFF

42" AFF

39" AFF

39" AFF

39" AFF

18" AFF

39" AFF

TYP. WALL RECEPTACLE.LOCATE 18" A.F.F. & PLACERECEPTACLE LONG DIMENSIONIN HORIZONTAL ORIENTATION.

220 OUTLET.

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13

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5-9

89

-16

18

99

50 W

ES

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RV

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AN

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574

3

1/4" = 1’−0"

HA

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CE

PO

WE

R A

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SIG

NA

L P

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N

NOVEMBER 28, 2008

E1.0

1/4" = 1'-0"1

First Floor Electrical

NOTE:PROVIDE POWER TOROOFTOP BACKAGE UNITLOCATED OVER THEKITCHEN/BATHROOMAREA. REFER TO THEMECHANICAL PLAN FORPOWER REQ.

Keynote Legend


95 200 AMP ELECTRICAL PANEL (MAINPOWER).

96 TELEPHONE BOX. PROVIDE (1) 4" PCVCONDUIT UNDER SLAB TO LOCATIONNOTED ON PLAN.

97 12"X12" WOOD ACCESS PANEL W/SILL@ 48" A.F.F. (LIGHT ACCESS PANEL).PAINT WOOD PANEL TO MATCH ADJ.WALL.


POWER LEGEND

LEGEND

REFERENCES 1MEASUREDCALCULATEDPROPERTY LINESECTION LINE

(M)

P

(R1)

L

SL

(C)

- INA ROAD -

- V

AN

AR

K R

OA

D -

- D

ES

ER

T V

IEW

DR

IVE

-

BLUE STAKE CENTERCALL COLLECT

CALL TWO WORKINGDAYS

BEFORE YOU DIG

MS. DIANE HANOVER9950 W. BUSTERVILLE LANE

TUCSON, AZ 85743PARCEL 213-01-1670

SCE #: 586.0208

SCALE: 1" = 30'

2226

2227

2228

2229

2229

2230

2231

2233

2232

2231

2230

2227

2228

2229

2231

2232

2225

BARN

THE NORTH HALF OF THE SOUTHWEST QUARTER OF THENORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 1,TOWNSHIP 13 SOUTH, RANGE 11 EAST OF THE GILA AND SALT RIVERBASE AND MERIDIAN, PIMA COUNTY, ARIZONA.

SEPTIC

MOUNTAN VIEWDIRECTION

ELECTIC BOX

COMMUNCATIONSBOX WATER

METER

SET R.L.S.16516

SET R.L.S.16516SET R.L.S.

16516

FND. 1/2" I.P. NO TAGNORTHEAST 1.91'

DRIV

E A

CCESS

DRIVE ACCESS

8.27' ENCROACHMENT 1.23' ENCROACHMENTSET R.L.S.16516

5.23' ENCROACHMENT

S 00°22'20" E(C), 660.97(C)

S 89°41'20" W(R1), 660.97(C)

S 89°41'20" W(R1), 2638.36(R1 & M)

(BASIS OF BEARING)

(NORTH SECTION LINE OF NW 1/4 OF SECTION 1)P.I. PNT.

S 00°22'20" E(C), 330.49(C)

N 00°21'40" W(C), 330.59(C)

N 89°40'14" E(C), 659.72(C)

S 89°39'41" W(C), 659.78(C)

ELECTRIC METER

WATER VALVE

CHAIN LINKFENC

CHAIN LINKFENCE

WOODENFENCE

WIREFENCE

CHAIN LINKFENCE

NORTH 1/4 CORNER1/2" REBAR (NO TAG)0.5' BELOW GRADE

N.W. SECTION CORNER3/4" LEAD CAPPED PIPE1.00' BELOW GRADE

WASHCENTER LINE

WASHCENTER LINE

EXISTINGCLEARED LIMITS

EXIS

TING

SLSL

PL

PL

PL

PL

16516

STEVEN M.

CORRALES, JR.

STEVECORRALES

ENGINEERINGCORP.

CONSULTING ENGINEERS / LAND SURVEYORS /LAND PLANNERS

1008 W. St. Mary's Rd., Bldg #1Tucson, AZ 85745

Tel: (520) 622-2553Fax: (520) 622-2554

1-(800)-782-5348DESIGNED BY: CC

DRAWN BY: AV

LEGAL DESCRIPTION

PROJECT OWNER:

CHECKED BY: SMC

HANOVER BOUNDARY SURVEY /TOPOGRAPHY / PARTIAL CULTURE

9950 W. BUSTERVILLE LANE S1

SHEET 1 of 1

SCALE: 1"= 30'

DATE:

Feb-08

NOTES:

1) THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE

REPORT. NO ATTEMPT HAS BEEN MADE TO LOCATE POSSIBLE

EASEMENTS, UTILITIES, OR IMPROVEMENTS EXCEPT AS SHOWN.

2) BASIS OF BEARING: THE BEARINGS SHOWN ON THIS SURVEY ARE

BASED ON THE NORTH LINE OF THE NORTH WEST 1/4 OF SECTION 1,

TOWNSHIP 13S, RANGE 11E. SECTION LINE ON INA ROAD BETWEEN THE

NORTH 1/4 CORNER 1/2" REBAR AT DESERT VIEW DRIVE AND THE

NORTHWEST SECTION CORNER3/4" LEAD CAPPED PIPE AT VAN ARK ROAD.

REFERENCES:

1) PIMA COUNTY/CITY OF TUCSON RECORDS OF SURVEY; PIMA COUNTY

SURVEY SECTION, BOOK 17, PAGE 43, SHEET 2 OF 2.

2) PIMA COUNTY/CITY OF TUCSON RECORDS OF SURVEY; SETTLEMEYERSURVEYS, INC., BOOK 59, PAGE 26.

3) PIMA COUNTY DEPARTMENT OF TRANSPORTATION, FIELD

ENGINEERING DIVISION; SECTION CORNER REFERENCE SHEETS 11 & 12

FOR TOWNSHIP 13S, RANGE 11E, SECTION 1.

4) PIMA COUNTY ASSESSOR'S RECORD MAP FOR PARCEL 213-01-1670.

5) EXHIBIT "A" OF WARRANTY DEED FOR 9950 W. BUSTERVILLE LANE,

TUCSON, AZ 85743; RECORDED IN DOCKET 12212, PAGE 4608, SHEET 3 OF 3.

1" = 30'-0"1

SURVEY

VICINITY MAP OWNER/H-HOUSE CHECK LIST PROJECT DATA DRAWING INDEX

CONSULTANTS

STRUCTURAL ENGINEERINGSTRUCTURAL ENGINEERING SOLUTIONS10118 ELMHURST NWALBQ. NEW MEXICO 87114TELEPHONE: 505.890.8963FAX: 505.890.8963

CODE: 1997 UBC/2003 IRCBUILDING TYPE: 5NROOFING: CLASS A & CLASS BFIRE PROTECTION SYSTEM: SMOKE ALARMS, SPARKARRESTORS

BUILDING DATA:

OWNER PROVIDED ITEMS:

GEOTECHNICAL REPORTSITE SURVEY WITH 1' CONTOURS, PROPERTY LINES, ETC.UTILITY HOOK-UP (GAS, ELECTRICAL, TV, CABLE, TELE, SEWER)EXTERIOR DRIVEWAY/SIDEWALKSEXTERIOR LANDSCAPINGPERMITS/IMPROVEMENTS COSTSSITE PREPARATION/EXCAVATION/BACKFILLBUILDING FOOTINGS AND FOUNDATION-READY FOR BUILDINGINTERIOR DESIGN AND FURNISHINGSBUILDING TRANSFORMER/METERS/POWER COMPANY

ADDITIONAL EXTRAS/OPTIONS TO STANDARD PACKAGE:

WASTE WATER TREATMENT SYSTEMEXTERIOR STONE VENEER (SELECTED AREAS)BAULTHUP KITCHEN PACKAGERAGGPO WOOD FLOORSREFLECTIVE POOLBASEMENT (LIMITED TO 18'X26'AIR CONDITIONING/FORCED AIR PACKAGE3,000 GAL. WATER HARVESTING TANKCOUNTERTOP UPGRADES.

OWNER SIGNATURE DATE

H-HAUS REPRESENTATIVE SIGNATURE DATE

COUNTRY /STATE

COUNTY/CITY

LOT AND BLOCK NUMBERS

WARENTY DEED FILE NUMBER

ADDRESS

HANOVER/ANDERSSON RESIDENCE

FOR CONSTRUCTION NOVEMBER 28, 2008

Drawing List

SheetNumber Sheet Name ORDER

A5.4 DETAILS

G1 TITLE SHEET 1

G2 KEYED NOTES 1

ES1 EXISTING SURVEY 2

S0.0 FOUNDATION PLAN 3

S1.0 FOUNDATION DETAILS 3

S1.1 ROOF FRAMING PLAN 3

S1.2 SECONDARY ROOF FRAMING 3

S1.3 STRUCTURAL ELEVATIONS - SECOND ROOF OVER MAIN HOUSE(FUTURE)

3

A1.0 PERSPECTIVES 4

A1.1 ARCHITECTURA SITE PLAN & DETAILS 4

A1.2 SITE DETAILS 4

A2.0 FLOOR PLAN 4

A2.1 REFLECTED CEILING PLAN 4

A2.2 ROOF PLAN #1 4

A2.3 ROOF PLAN #2 4

A3.0 ELEVATION W/SECONDARY ROOF 4

A3.1 ELEVATION W/SECONDARY ROOF - (FUTURE) 4

A3.2 ELEVATIONS W/OUT SECONDARY ROOF 4

A3.3 ELEVATIONS W/OUT SECONDARY ROOF 4

A4.0 BUILDING SECTIONS 4

A4.1 BUILDING SECTIONS 4

A5.0 WALL SECTIONS 4

A5.1 WALL SECTIONS 4

A5.2 MISCELANEOUS DETAILS 4

A5.3 MISCELANEOUS DETAILS 4

A6.0 SCHEDULES 4

A7.0 INTERIOR ELEVATIONS 4



A8.0 FUTURE CARPORT PLAN & SECTIONS 4

A9.0 SPECIFICATIONS 4

A9.1 SPECIFICATIONS 4

M1 MECHANICAL NOTES AND DETAILS 5

M2 MECHANICAL DUCT PLAN 5

E1.0 POWER AND SIGNAL PLAN 6

E2.0 PANEL & RISER DIAGRAM 6

P1 DOMESTIC HOT AND COLD PIPING PLAN 7

P2 SANITARY AND VENT PIPING PLAN 7

P3 PLUMBING DETAILS 7

H−HAUS CUBE 6, MODIFIED

GROSS HEATED SQUARE FOOTAGE

MAIN HOUSE 1479 SF

Grand total: 1 1479 SF

GROSS PORTAL SQUARE FOOTAGE

PORTAL 2 355 SF

PORTAL 1 120 SF


GROSS ROOFED AREA

CARPORT ROOF 652 SF

MAIN HOUSE SECOND ROOF 2390 SF

LOWER ROOF 1638 SF


UNITED STATES, ARIZONA

PIMA COUNTY, TUCSON

SURVEY SECTION, BOOK 17, PAGE 43, SHEET 2 OF 2

DOCKET 12212, PAGE 4608, SHEET 3 OF 3

9950 W. BUSTERVILLE LANE, TUCSON, AZ

DATE

SCALE

DRAWN BY:

CHECKED BY:

PR

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CT

:

SH

EE

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LE

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STAMP:

AD

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S:

ANOU

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12

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05-9

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5-9

89

-16

18

9950 WEST BUSTERVILLE LANE, TUCSON, AZ 85743

HANOVER/ANDERSSON RESIDENCE

KEYED NOTES

NOVEMBER 28, 2008

G2

COMPLETE LIST OF KEYNOTES


118 1/2" OSB SHEATHING.

119 1/2" HARDY BOARD SOFFIT (PAINT)

120 CRIMP EDGE, DRIP EDGE

121 1/2" WATER PROOF GYP. BD.PRIME WITH TINTED PRIMER AND PAINT

122 1/2" IMPERIAL BOARD

124 R-12 BATT INSULATION

125 TREAT 2X PLATES - REDHEAD TO SLAB

126 6'-0" WIDE X 3'-6" X 1/2" "MILK GLASS" LITE IN ALUM. CHANNEL SURROUND - TOP AND BOTTOM SIDES ONLY.


128 3/4" 3-COAT STUCCO WITH GALVANIZED SELF FURRING LATH OVER 2 LAYERS GRADE "D" BUILDING FELT OVER 2X8STUDS TYP. EA. SIDE.

131 6 MIL VAPOR BARRIER

133 1/2" HARDY BOARD FASCIA

135 12" DIA. SONOTUBE FOOTING FILLED WITH CONCRETE FOR RAISED WALKWAY.

139 3/8" EXPANSION JOINT

140 5 1/4" X 11 7/8" PARALAM

141 3 1/2" X 11 7/8" MICROLAM

142 BLOCK STRUCTURE FOR FUTURE EXHAUST VENT

143 FRAMING FOR SKYLIGHT

145 LOCATION OF ROOFTOP UNIT ABOVE. FRAME OPENING FOR DUCKTWORK THIS LOCATION.

146 3 1/2" X 9 1/2" PARALAM

147 5 1/4" X 9 1/2" PARALAM

148 18K8

149 STACKED WASHER & DRYER. PROVIDE 4" DIA. DRYER VENT TO PRIMARY ROOF.

150 FLOOR TO CEILING 3/8" TEMPERED GLASS WALL, "FROSTED WHITE."


152 CRICKETS TO SLOPE 1/4"/12"

153 VENT STACK FROM BATHROOM & KITCHEN

155 (2) 2X10 HEADER

156 6X6 TREATED POSTS

157 (2) TREATED 2X6 STRUCTURE BETWEEN 4X4 POSTS

158 CROWN STUCCO TOP FOR DRAINAGE

160 6X6 SIMPSON BASE ATTACHMENT

161 K/OUT BOND BEAM W/2 #5 CONT.

162 8" CMU GROUTED SOLID W/3 COAT STUCCO WITH GALVANIZED SELF FURRING LATH OVER 2 LAYERS GRADE "D"BUILDING FELT

163 SLEEVE FOUNDATION WALL BELOW GRADE FOR (2) 4" DIA. PVC EMPTY CONDUIT FOR TELEPHONE AND MAINELECTRICAL PANEL

164 #4 VERTICAL @ 32" O.C.

165 4" DOWEL @ 16" O.C.

166 OPEN TO BEYOND

167 1"X4" T&G WOOD CLG. NO GROOVE. STAIN & SEAL ENDS BEFORE PLACING.

168 PROVIDE & INSTALL UNDER SLAB, (1) 2" DIA. CONDUIT FOR ELECTRICAL POWER TO ISLAND. POWER FOR CABINETLIGHTS & COOKTOP RANGE.

169 CABLE BRACING BEHIND METAL FASCIA, TYP.

170 GYP. BD. WALL/SOFFIT, PAINT

171 MECHANICAL PLENUM

172 WOOD "CLOSURE" PANEL TO MATCH ADJ. WOOD CABINET

174 18"H X 7'-6" WIDE TEMPERED GLASS BACKSPLASH. PAINT REVERSE SIDE WHITE. 3 EQUAL SPACES.

175 PAU LOPE HANDRAIL

176 4"X1"X1/8" BAR PRE-DRILLED

177 1"X2" STL. BAR - BLACKEN STEEL

178 OVER EXCAVATE 36" BELOW FOOTINGS, TYP. SEE GEO-TECHNICAL REPORT FOR DETAILS.

179 8" CMU GROUTED SOLID

180 1"X2" BLACKEN STEEL, TYP

181 FLOOR DRAIN W/REMOVABLE CAP

182 L-BAR @ 24" O.C.

183 2" PVC DRAIN TO GRAVEL FRENCH DRAIN

184 3/16" MILK GLASS, TEMPERED GLASS PANEL - SET W/MARINE GRADE EPOXY. PROVIDE CLEAR SEALANT ALLCORNERS.

187 MARINE BOARD, PAINT

188 DURAROCK, PAINT

189 STUB UP 2" CONDUIT 12" ABOVE SLAB & CAP.

190 STEP FOOTING SO FOOTING IS A MIN. OF 24" BELOW ADJACENT GRADE.

192 SHEET METAL "L" BRACKET.

193 #4'S @ 32" O.C. EA. WAY, TYP.

194 (2) #4'S CONT @ TOP OF WALL

195 METAL FLASHING

196 1X MAPLE WOOD TRIM CROWN MOLDING PER SITE REQUIREMENTS.

CA1 30" OVEN CABINET, # HSOD3088

CA2 18" 4 DRAWER BASE CABINET, #B4D18

CA3 12" PULL-OUT CABINET, # BPO12

CA4 30" SINK CABINET, # SBD30

CA6 30" UPPER CABINET W/SHELVES & GLASS DOORS. AVSIKT, #WG3039

CA7 24" UPPER CABINTE, #W2424

CA8 30" 4 DRAWER, NUMERAR, #B4D30

CA9 36" COOKTOP CABINET, NUMERAR #CT4D36

CA10 30" CABINET W/SHELVES & GLASS DOORS AVSIKT, #WG3039

CA11 36" CABINET W/SHELVES & GLASS DOORS AVSIKT, #WG3639

L-A LIGHTS INSIDE MANUFACTURED CABINETS. LIGHTS BY MANUFACTURER PROVIDE ELECTRICAL HOOKUP TO THISLOCATION




L-E RECESSED WALL WASHER, 4"

L-F PENDANT LIGHT

L-G KITCHEN UNDERCABINET LIGHTS. PROVIDE WIRING TO UPPER CABINETS FOR INTERIOR CABINET LIGHTS. PLACEON SAME SWITCH LEG AS UNDER COUNTER LIGHTS

L-H EXTERIOR WALL SCONCE

L-I 48" UPLIGHT

L-K WATER PROOF RECESSED DOWNLIGHT



COMPLETE LIST OF KEYNOTES


1 VULCRAFT 24LH08


3 2"X6" LIGHT GAUGE STEEL FRAMING - BOTTOM FRAMING TO FOLLOW PROFIL OF ANGLED FASCIA. SEE THEBUILDING ELEVATIONS FOR PROFILE.

4 8"X8"X1/4" STEEL PLATE


6 TS 4X4X1/4" FY=36KS




10 12"X12"X1/4" BASE PLATE W/ HASS BOLTS


16 VULCRAFT 1.5B 22 GA ROOF DECK. @ SUPPORTS -#10 TEK SCREWS (3315 SCREW LAYOUT), @ SIDE LAPS #10 TEKSCRES (2 PER SPAN).


18 3'-0"X3'-0"X1'-0" CONCRETE SPOT FOOTING W/(4)#4'S CONT, #4'S @ 6" O.C. FOR SECONDARY ROOF STUCTURE


20 IKEA "PAX" 39 3/8" W X 92 7/8" H X 24" D



23 ELEVATED WOOD WALKWAY/5/4" PAU LOPE DECK W/TREATED LUMBER W/EBTY FASTNERS

27 SINK


29 DISHWASHER


31 42"HIGH P-LAM COUNTER TOP WITH CABINETS BELOW. PROVIDE CABINET CLOSURE PANEL AT WALL ENDS - 2TOTAL.

32 COOKTOP WITH EXHAUST HOOD AND LIGHT ABOVE

34 PAU LOPE FLOORING AT SHOWER FLOOR, ANCHOR SEAL ENDS. EB-TY

36 WATER HEATER


38 BAR-B-QUE, GC. TO PROVIDE 10" DIA. ROOF PENETRATION.

39 30" TOWEL BAR

40 36" HIGH COUNTER TOP - P-LAM WITH VYN LAMINATED GLASS W/MYLAR SHEET, TYP.



44 2X10 FRAMING

46 (2) 2X12 HEADER

47 WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2" GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSBSHEATHING AND 2-COAT STUCCO FINISH SMOOTH - COLOR SW# 6180 OAKMOSS, ON EXTERIOR

48 METAL"S" PANEL - COLOR SW#2822, ON EXTERIOR OVER 2X WALL PANEL. SEE MANUF. SHOP DWGS, R-30 INSUL, 1/2"GYP. BD. PAINT LEVEL 4 FINISH IN INTERIOR, 7/16" OSB SHEATHING.

52 1/4" MAPLE BASE




60 #4'S CONT.



64 #4'S CONTINUOUS. W/ #4 TRANSVERSE @ 16" O.C.


66 2X12 FRAMING

67 1/2" DIA X 10" A307 ANCHOR BOLT. VERIFY SIZE & DESIGN W/ SECOND ROOF MANUFACTURER. PLACE ANCHORBOLTS @ 32" O.C. @ WALLS.

68 4'X8' SOLAR PANEL - PROVIDE ROOF BLOCKING AS REQ'D FOR PANEL ATTACHMENT.


70 10" DIA. EXHAUST

71 ROOF PENETRATION FOR OWNER SUPPLIED BAR-B-QUE/RANGE. VERIFY EXHAUST DUCT DIA. W/OWNER



74 12" C-CHANNEL @ 16" O.C.

75 (2) 3 1/2" X 11 7/8" MICROLAMS

77 2X4 FRAMING

79 9 1/2" C-CHANNEL @ 16" O.C.

80 6X6 TS COLUMN PRIME AND PAINT- SW# 0006 TOILE RED

81 2X8 FRAMING


84 THICKENED SLAB

86 AFTER COMPLETING CONSTRUCTION, DEMO A PORTION OF THE EXISTING DRIVEWAY. LANDSCAPE THE AREA OFDEMOLISHED ROADWAY TO MATCH THE ADJ. NATURAL HABITAT. LANDSCAPING BY OWNER.

87 EXISTING SEPTIC TANK TO BE RE-USED. EXTEND HOUSE WASTE LINE 5' FROM BUILDING & HOOK-UP TO EXISTINGTANK. SEE PLUMBING DWGS.

89 PROPOSED TREES

90 EXISTING DRIVEWAY, FOR CONSTRUCTION ONLY.

93 NEW 6" BASE COURSE DRIVEWAY. COMPACT W/ROLLER. APPLY 1" GRAVEL BASE, COLOR TO MATCH EXISTINGDRIVEWAY .

94 LIMIT OF TOPOGRAPHY SURVEY

95 200 AMP ELECTRICAL PANEL (MAIN POWER).

96 TELEPHONE BOX. PROVIDE (1) 4" PCV CONDUIT UNDER SLAB TO LOCATION NOTED ON PLAN.

97 12"X12" WOOD ACCESS PANEL W/SILL @ 48" A.F.F. (LIGHT ACCESS PANEL). PAINT WOOD PANEL TO MATCH ADJ.WALL.

98 ELECTRIC METER/WALL UNDER FROM UNDER GROUND SECONDARY



101 STORAGE ROOM: PROVIDE WALL BLOCKING @ 54" AFF FOR FUTURE SHELVING BY OWNER


105 PRESSURE TREATED BLOCKING, TYP.

108 CAULK

109 'J' BEAD, TYP.

111 3"X3" CANT STRIP

115 W.R. GRACE ICE AND WATER SHIELD. LAP OVER TOP AND SIDES OF BUILDING FELT 4" MIN.

117 WOOD SLEEPERS

FD

FD

UP

UP

FD

1

2

3

4

5

A B

6

1

A4.0

2

A4.0

3 1

/4"

1 1

/4"

1

A4.1

2

A4.1

3

A4.0

3

A4.1

2

A5.0

4

A4.1

3

A1.2

5

A4.1

8

A5.3

7

S1.0

1

S1.0

3

S1.0

4

S1.0

5

S1.0

6

S1.0

2' - 0"

2' -

0"

2' - 0"

2' -

0"

SLOPE 1/8"/FT

SLOPE 1/8"/FT

SLO

PE

1/8

"/F

T

18

18

2

162

CJCJ

CJ

5' -

8 1

/4"

CJ

3' - 4 1/4" 7 3/4" 6' - 4"

18

3' -

5 1

/2"

8' - 0" 8' - 0"

SLO

PE

1/8

"/FT

2

S1.0

34' - 8"

8' - 8" 4' - 0" 18' - 0" 4' - 0"

12

' - 0

"1

2' -

0"

12

' - 0

"1

2' -

0"

12

' - 0

"

56

' - 9

"

2' -

0"

4' -

3 1

/4"

11

' - 7

1/2

"1

2' -

7 3

/4"

19

' - 5

3/4

"6

' - 9

"

3 3

/4"

3 3

/4"

8 1/4"

2' -

0"

12

' - 7

3/4

"1

5' -

10

1/2

"1

9' -

5 3

/4"

2' -

4"

5' -

6 1

/2"

52

' - 4

"

80.00°

80.00°

34' - 8 1/4" 5' - 8"

1' - 0" 20' - 0"

7 3

/4"

7 1

/4"

2' -

2"

2' -

0"

5' - 1" 7 3/4"

2' -

0"

4' - 10" 3' - 2 1/2"

7' -

4 3

/4"

4' - 4

3/4

"7 3

/4"

8 1/4"

25' - 1 1/2"

10' - 0"

10' - 0"

8' - 8 1/4"

A1.2

4Sim

16

17WWWF 66/1010, TYPALL SLABSOR FIBERMESHIN SLAB.

DEPRESS SLABAT SHOWER BY 4"SLOPE TO DRAIN.

5

S1.0

Sim

2

135

156

163

SLAB ELEVATION2232'-0"

“A GEOTECHNICAL REPORT HAS BEEN COMPLETED FORTHIS PROJECT. THE CONTRACTOR SHALL REFER TO THISREPORT AND MEET THE SOIL PREPARATION SET FORTH INTHE REPORT. THERE SHALL BE A 36” OVER EXCAVATIONBELOW THE BOTTOM OF THE SPREAD FOOTINGS AND THERECOMPACTION OF NATIVE MATERIAL AND ITSRECOMPACTION TO 95 PERCENT. THE AREA DIRECTLYUNDER THE SLAB SHALL BE BLADED TO A DEPTH OF 6INCHES TO REMOVE ALL DEBRIS AND ORGANIC MATTERAND FILLED WITH CLEAN NATIVE MATERIAL ANDRECOMPACTED TO 95 PERCENT.”

37

168

11

A7.0

EMPTY 2" PBC CONDUIT TOSTUB UP @ ISLAND ANDELECTRICAL PANEL, & MECHANICALROOM.

STAIR

STAIR

8

A1.2

190

189

190

189

190

CJ

168

189

189

190

190

CJ

7

8

C

E

2

A8.0

3

A8.0

D

12' - 0"

12' - 0"

24' - 0"

24' - 0

"

18

2

DATE

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1/4" = 1’−0"

HA

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NOVEMBER 28, 2008

S0.0 1/4" = 1'-0"1

MAIN HOUSE FOUNDATION

1/4" = 1'-0"2

CARPORT FOUNDATION

Keynote Legend



18 3'-0"X3'-0"X1'-0" CONCRETE SPOT FOOTING W/(4)#4'S CONT,#4'S @ 6" O.C. FOR SECONDARY ROOF STUCTURE

37 CAST IN PLACE CONCRETE DOG POOL - FINISH SMOOTH,STAIN AND SEAL

135 12" DIA. SONOTUBE FOOTING FILLED WITH CONCRETE FORRAISED WALKWAY.

156 6X6 TREATED POSTS

162 8" CMU GROUTED SOLID W/3 COAT STUCCO WITHGALVANIZED SELF FURRING LATH OVER 2 LAYERS GRADE "D"BUILDING FELT

163 SLEEVE FOUNDATION WALL BELOW GRADE FOR (2) 4" DIA.PVC EMPTY CONDUIT FOR TELEPHONE AND MAINELECTRICAL PANEL

168 PROVIDE & INSTALL UNDER SLAB, (1) 2" DIA. CONDUIT FORELECTRICAL POWER TO ISLAND. POWER FOR CABINETLIGHTS & COOKTOP RANGE.

189 STUB UP 2" CONDUIT 12" ABOVE SLAB & CAP.

190 STEP FOOTING SO FOOTING IS A MIN. OF 24" BELOWADJACENT GRADE.


4' -

4"

1' - 6"

8"

1' -

0"

3' - 0"

BE

LO

W G

RA

DE

MIN

.

B.O

.F. =

18

"

3"

MIN

CO

VE

R T

YP

.

4" OFFSET

1/2" DIA X 10" A307 ANCHORBOLT. VERIFY SIZE & DESIGNW/ SECOND ROOFMANUFACTURER. PLACEANCHOR BOLTS @ 32" O.C. @WALLS.

SLAB REBARPER G.C.

PRESSURE TREATEDSOLE PLATES

BEARING WALL

#4 DOWELS@ 16" O.C.#4 TRANSVERSE

BARS @ 18" O.C.

(3) #4 BARSCONT.

K/OUT BOND BEAM W/2 #5CONT.

8" CMU GROUTED SOLID

#4 @ 32" O.C. VERT. BENTINTO SLAB @ T.O.W.


PROPERLY PREPARED SUBGRADEPER SOILS REPORT.

GRADE VARIES

OVER EXCAVATE 36" BELOWFOOTINGS, TYP. SEEGEO-TECHNICAL REPORTFOR DETAILS.

Low Wall2236' - 0"

1' -

0"

2' - 0"

8" CMU/STUCCO YARD WALLTO 48" ABOVE FINISH FLOOR.3/4" 3-COAT STUCCOSW#6180 OAKMOSS

18

" B

.G. M

IN.

2' -

9 3

/4"

CROWN STUCCO TOP FORDRAINAGE


#4 VERTICAL @ 32" O.C.

4" DOWEL @ 16" O.C.

#4'S CONT.

#4'S CONTINUOUS. W/ #4TRANSVERSE @ 16" O.C.

OVER EXCAVATE 36" BELOWFOOTINGS, TYP. SEEGEO-TECHNICAL REPORTFOR DETAILS. 3' - 0"

1' -

0"

3'-0"X3'-0"X1'-0" CONCRETESPOT FOOTING W/(4)#4'SCONT, #4'S @ 6" O.C. FORSECONDARY ROOFSTUCTURE

8"x8" T.S. COLUMN PRIMEAND PAINT- SW# 0006 TOILERED, TYP.


ONCE THE COLUMN IS SET,POUR CONCRETE INTOSONOTUBE FORM TOCOVER BOLTS & PLATE THATARE BELOW GRADE. TYP.

*SECOND ROOF DESIGNER TO REVIEW FOUNDATION DESIGN FORFINAL LOADING & ADVISE ARCHITECT OF ANY CHANGES INWRITING.




4"

3/8" EXPANSION JOINT



#4'S CONT.

2X8 FRAMING





8" CMU GROUTED SOLID

1' -

0"

3' - 0"


2' - 0"

1' -

0"



THICKENED SLAB


BEARING WALL

(3) #4 BARS, CONT.



12" DIA. SONOTUBE FOOTINGFILLED WITH CONCRETE FORRAISED WALKWAY.

6X6 TREATED POSTS



6X6 SIMPSON BASEATTACHMENT

PROPOSED GRADE1' -

0"


A

3/4"

3/4"

7 3/4"

4"


8" CMU GROUTED SOLID W/3COAT STUCCO WITHGALVANIZED SELF FURRINGLATH OVER 2 LAYERS GRADE"D" BUILDING FELT

3' - 0"




#4'S CONT.

ENGINEERED FILL.RECOMPACT TO 95%

3/8" FILLET EDGE

1' -

0"

18

" B

.G. M

IN.

2' -

8"


DATE

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3/4" = 1’−0"

HA

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FO

UN

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AIL

S

NOVEMBER 28, 2008

S1.0

3/4" = 1'-0"7

TYPICAL FLOOR DETAIL

3/4" = 1'-0"1

TYPICAL YARD WALL DETAIL

3/4" = 1'-0"3

TYP. COLUMN DETAIL

3/4" = 1'-0"4

TYPICAL FLOOR TO PORTAL DETAIL

3/4" = 1'-0"5

TYPICAL THICKENED SLAB DETAIL

3/4" = 1'-0"6

TYPICAL WALKWAY FOOTING

3/4" = 1'-0"2

TYP. PORTAL DETAIL

DW

UP

UP

11 7/8" TJI 110@ 16" O.C.

11 7/8" TJI 110@ 16" O.C.

11 7/8" TJI 110@ 16" O.C.

9 1

/2"

I-JO

IST

S@

16

" O

.C.

9 1

/2"

I-JO

IST

S@

16

" O

.C.

2X4 JOISTS@ 16" O.C.

11

7/8

" T

JI

11

0@

16

" O

.C.

11

7/8

" T

JI

11

0@

16

" O

.C.

2X4 JOISTS@ 16" O.C.

1

2

3

4

5

A B

6

3' -

0"

3' - 1 1/4"3' - 1 1/4"

(2) 2X12 HEADER

(2) 2X12 HEADER

5 1/4" X 11 7/8" PARALAM

6X6 TS COLUMN PRIME ANDPAINT- SW# 0006 TOILE RED

5 1/4" X 11 7/8" PARALAM

5 1/4" X 11 7/8" PARALAM

5 1/4" X 11 7/8" PARALAM

BEARING @ 6'-8"

BEARING @ 10'-0"

10" DIA. EXHAUST

BEARING @ 8'-0"

(2) 2X12 HEADER(2) 2X12 HEADER

(2) 2X12 HEADER

3 1/2" X 9 1/2" PARALAM

5 1/4" X 9 1/2" PARALAMBEARING @ 8'-0"

BEARING @ 8'-0"

(2) 2X12 HEADER

5 1/4" X 11 7/8" PARALAM

(2) 2X12 HEADER

(2) 2X10 HEADER

(2) 2X10 HEADER

(2) 2X10 HEADER

3 1/2" X 11 7/8" MICROLAM

5 1/4" X 11 7/8" PARALAMBEARING @ 10'-0"

BLOCK STRUCTURE FORFUTURE EXHAUST VENT

LOCATION OF ROOFTOP UNITABOVE. FRAME OPENINGFOR DUCKTWORK THISLOCATION.

BEARING @ 10'-0"

BEARING @ 10'-0"

FRAMING FOR SKYLIGHT

BEARING @ 8'-0"

(2) 2X12 HEADER

3 1/2" X 11 7/8" MICROLAM



(2) 3 1/2" X 11 7/8" MICROLAMS

(2) 3 1/2" X 11 7/8" MICROLAMS

(2) 3 1/2" X 11 7/8" MICROLAMS

(2) 3 1/2" X 11 7/8" MICROLAMS

BEAM BEARING @ 10'-0"


BEARING @ 8'-0"

BEARING @ 8'-0"

(2) 2X10 HEADER

(2) 2X10 HEADER




@ PRIMARY ROOF OVERHANGSTORAGE ROOF BELOW



(2) 2X12 HEADER

DATE

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1/4" = 1’−0"

HA

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ON

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CE

RO

OF

FR

AM

ING

PL

AN

NOVEMBER 28, 2008

S1.1

1/4" = 1'-0"1

FIRST ROOF FRAMING

1 1

22

33

44

55

A

A

B

B

66

EQ EQ EQ EQ EQ EQ EQ

TS 4X4X1/4" FY=36KS

VULCRAFT 24LH08

VULCRAFT 24LH08

VULCRAFT 24LH08

VULCRAFT 24LH08

VULCRAFT 24LH08

TS 4X4X1/4" FY=36KSTS 4X4X1/4" FY=36KS

TS 4X4X1/4" FY=36KS

TS 4X4X1/4" FY=36KS


VULCRAFT 24LH08

TS 4X4X1/4" FY=36KS

TS 4X4X1/4" FY=36KS

12

' - 0

"1

2' -

0"

12

' - 0

"1

2' -

0"

12

' - 0

"

42' - 4"

BRACE CABLEASSEMBLY

CROSS BRACING TYPE& LOCATION PER JOISTMANUFACTURER

VULCRAFT 1.5B 22 GA ROOFDECK. @ SUPPORTS -#10TEK SCREWS (3315 SCREWLAYOUT), @ SIDE LAPS #10TEK SCRES (2 PER SPAN).

5

S1.3

Sim

5

S1.3

Sim

PRIMARY ROOFBEYOND

7

8

C

E

D

TS 4X4X1/4" FY=36KS


18K8

18K8

TS 4X4X1/4" FY=36KS

18K8


24' - 0

"

12' - 0"

12' - 0"

24' - 0"

EQ

EQ

EQ

EQ

DIAGONAL STEELBRACING - BRACECABLE ASSEMBLY.

5

S1.3

Sim

5

S1.3

Sim

DATE

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3

1/4" = 1’−0"

HA

NO

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ER

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ON

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EN

CE

SE

CO

ND

AR

Y R

OO

F F

RA

MIN

G

NOVEMBER 28, 2008

S1.2

1/4" = 1'-0"1

SECOND Roof Framing

1/4" = 1'-0"2

GARAGE Roof Framing - (FUTURE)

8' Ceiling2240' - 0"



1 2 3 4 5 6


5

S1.3

SimCABLE BRACING BEHINDMETAL FASCIA, TYP.

8' Ceiling2240' - 0"


Grade2230' - 6"

Low Wall2236' - 0"

A B


5

S1.3

Sim

CABLE BRACING BEHINDMETAL FASCIA, TYP.



Grade2230' - 6"

10'-0" BEARING2242' - 0"


AB



A5.0

3Sim



123456



6' -

10

"

4' -

3 1

/2"

DATE

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As indicated

HA

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R/A

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ER

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ST

RU

CT

UR

AL

EL

EV

AT

ION

S −

SE

CO

ND

RO

OF

OV

ER

MA

INH

OU

SE

(F

UT

UR

E)

NOVEMBER 28, 2008

S1.3

1/4" = 1'-0"1

STRUCTURAL NORTHEAST ELEVATION -(FUTURE)

1/4" = 1'-0"2

STRUCTURAL NORTHWEST ELEVATION -(FUTURE)

1/2" = 1'-0"5

BRACE CABLE ASSEMBLY

1/4" = 1'-0"3

STRUCTURAL SOUTHEAST ELEVATION -(FUTURE)

1/4" = 1'-0"4

STRUCTURAL SOUTHWEST ELEVATION -(FUTURE)