E PROP. LINE T C PROP. LINE E BRAUER RESIDENCE T I H C R ...83'-0" 57'-0" 8'-0" 13'-61 21'-5 48'-0"...

83'-0"

57'-0

"8'

-0"

13'-612"48'-0"21'-51

2"

57'-0

"

65'-0

"

30' SIDE AND

EXIS

TING

DRA

INFI

ELD

30' SIDE SETBACK

FRONT SETBACK

EXISTING CANAL

NEW CONCRETE

DRIVE

BRAUER RESIDENCENEW 2 STORY CUSTOM RESIDENCE

5472 SEACREST COURTGOLDEN, COLORADO

FRONT PORCH

39'-0" 27'-0" 17'-0"

F

20'-1

0"

86'-0"

30'-0"

25'-2"

FF. = 5769.1'NEW 2 STORY RESIDENCE

REAR PORCH

EXIST'G. GRADE5765.0'




WIN

DO

W W

ELL

WIN

DO

W W

ELL

WIN

DO

W W

ELL

4'-0

"6'

-0"

16'-1

1"10

'-0"

5'-0

"10

'-0"

5'-1

"

PROP. LINE

PROP. LINE

PROP. LINE

ZONING INFORMATION:

RESIDENTIAL HOME

ZONING DESIGNATION ......................... A-2 / SUBDIVISION (VETOS VISTAS)MAXIMUM BUILDING HEIGHT ................35'-0" BLDG. HEIGHT MEASUREMENT BASED ON AVERAGE 5762.0' (SEE ELEV. SHEETS)SETBACKS ............................................... FRONT: 30'-0" (50'-0" /A-2)

SIDE BOUNDARY: 30'-0" REAR BOUNDARY (50-0" /A-2)

XXXX

XXXX

AREA CALCULATIONS (SQ. FT.):

LOT SIZE ........................................................................................................... 2.36 ACRES

MAIN LEVEL (CONDITIONED SPACE) ............................................................ 2,941SECOND LEVEL (CONDITIONED SPACE) ...................................................... 1,262BASEMENT (CONDITIONED SPACE). ........................................................... 2,850TOTAL CONDITIONED SPACE ........................................................................ 7,053

GARAGE/WORK ROOM (UNCONDITIONED) ........................................... 1,242

FRONT PORCH ................................................................................................. 424REAR COVERED DECK .................................................................................... 361LOT COVERAGE -- FOOTPRINT/ LOT ( 3,726÷ 102,801) .............................. 3.62%

SITE LEGEND

NEW STRUCTURE

PROPERTY BOUNDARY

SETBACK INDICATION

EXISTING TOPOGRAPHY

NEW TOPOGRAPHY

NO

RTH

ARCHITECT:JIM KEAVNEY, OWNERKSA ARCHITECTURE4900 W. 29th AVENUEDENVER, CO 80212(303) 630-9514

CIVIL ENGINEER:CLIFF McKISSACKJCM DEVELOPMENT, LLCLAND DEVELOPMENT ENGINEERING8300 GARLAND DRIVEARVADA, COLORADO 80005(303) 431-1921

STRUCTURAL ENGINEER:T-SQUARED STRUCTURAL ENGINEERING1329 E. 7th STREETLOVELAND, CO 80537(970 [email protected]

DRAWING INDEXA0.0 ......... SITE PLAN & PROJECT DATAA1.0 ......... BASEMENT LEVEL FLOOR PLANA1.1 ......... MAIN LEVEL FLOOR PLANA1.2 ..........SECOND LEVEL FLOOR PLANA1.3 ......... ROOF PLANA2.0 ......... EXTERIOR ELEVATIONS 1A2.1 ...... EXTERIOR ELEVATIONS 2A3.0 ......... BUILDING SECTIONS 'A' & 'B'A4.0 ..........BUILDING DETAILSA5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 ......... BASEMENT LEVEL ELECTRICAL PLANE1.1 .......... MAIN LEVEL ELECTRICAL PLANE1.2 .......... SECOND LEVEL ELECTRICAL PLAN

S1 ............. NOTES & DETAILSS2 .............. FOUNDATION PLANS3. ............. SECTION DETAILSS4 ............. MAIN LEVEL PLAN & HEADER SCHED.S5 ............. UPPER LEVEL PLAN & HEADER SCHED.

NO SCALESITE LOCATION2

CODE COMPLIANCE :THIS PROJECT SHALL COMPLY WITH:

2015 INTERNATIONAL RESIDENTIAL CODE2015 INTERNATIONAL FUEL GAS CODE2015 INTERNATIONAL MECHANICAL CODE2015 INTERNATIONAL PLUMBING CODE

2017 NATIONAL ELECTRICAL CODE2009 INTERNATIONAL ENERGY CONSERVATION CODE2015 JEFFERSON COUNTY RESIDENTIAL CODE SUPPLEMENT

PROJECTLOCATION

REFER TO BUILDING SECTIONS, SHEET A3.0 FOR INSULATIONR-VALUES AND U-VALUES AS WELL AS SHT. A5.1 FORBUILDING THERMAL ENVELOPE DIAGRAM WITH INSULATIONVALUES AND THE AIR LEAKAGE CHECKLIST CHART.

THIS PROJECT SHALL COMPLY WITH THE SIMULATEDPERFORMANCE ALTERNATIVE COMPLIANCE METHODWITHIN THE REQUIRED CODE ANALYSIS PER IECC SECTIONR405/ IRC SECT. N1105.

SECREST CT.W. 54TH PL.

W. 57TH AVE.

EASLEY RD.

5473 SECRESTCT.

1 SCALE:

SITE PLAN1" = 10'-0"

NORT

H

3 NO

SITE MAPSCALE

CO

PYRI

GHT

201

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IS N

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DATE ISSUEPROJECT #

SHEET #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

160219

BRA

UER

RESI

DEN

CE

NEW

2-S

TORY

RES

IDEN

CE

5472

SEA

CRE

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OUR

TG

OLD

EN, C

OLO

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01.12.18 BUILDING SUBMITTAL JW

SITE

PLA

N

PRO

JEC

T D

ATA

A0.0

AutoCAD SHX Text

5750

AutoCAD SHX Text

5745

AutoCAD SHX Text

5760

AutoCAD SHX Text

58

AutoCAD SHX Text

54.5

AutoCAD SHX Text

65

AutoCAD SHX Text

60

AutoCAD SHX Text

67

AutoCAD SHX Text

60

AutoCAD SHX Text

65

AutoCAD SHX Text

66.0+

AutoCAD SHX Text

55

AutoCAD SHX Text

5755

AutoCAD SHX Text

5760

AutoCAD SHX Text

SETBACK

GARAGE ABOVE

STORAGEUNFINISHED

(FUTURE LIVING)UNFINISHED

WALK OUT COVERED PATIO

UP

57'-0

"

16R @ 7.75"15T @ 10"

WA

SH

PLUMBING ABOVE

PLUMBINGABOVE

WIN

DO

WW

ELL

BEDRM/ OFFICE

FUTURE BATH

WIN

DOW

WEL

LW

IND

OW

WEL

L

STORAGEUNFINISHED

PLUMBING ABOVE

SINK

FUTURE WET BAR

dumbwaiter

FUTURE

AREA

24'-1012" 15'-41

2" 42'-9"

16'-112"

8'-7" 17'-712" 30'-91

2"

32'-2

"7'

-111 2"

14'-8

1 2" 11'-9

1 2"

2060 FX 2060 FX

3050 DH

2-26

68

4050

DH

2-40

50 D

H2-

4050

DH

3068

3068

3068

1 SCALE

BASEMENT PLAN1/4" = 1'-0"

A3.02

A3.02

A3.01

A3.01

10'-2

"15

'-0"

24'-6

"7'

-4"

33'-0"9'-0"41'-0"

83'-0"

23'-912" 27'-0" 17'-0"

11'-1

0"41

'-2"

9'-8" 3'-10" 3'-10" 9'-8"

1

3

10

12

1F

4'-0

"

2'-4

"9'

-6"

57'-0

"

83'-0"

1'-1

"

(EG

RESS

)

PLUMBING ABOVE

32'-2

1 2"2'

-51 2"

21'-3

"

2'-2"

2'-8

"14

'-10"

2'-1

0"

4'-0"

6'-0

"

4'-0"

10'-0

"

4'-0"

10'-0

"

4'-0

"3'

-111 2"

3'-112"

NO

RTHA

KEY PLAN3 12" DIA. STEEL COLUMN,RE STRUCT. DWGS.

A

A

A

A

A

A

A

A

A

PORCH ABOVE

1'-1"

EGRE

SS

4'-0

"5'

-0"

5'-0

"

2'-0"11'-6"11'-6"2'-0"

20

FURN

WH

21

(1) LAYER 1/2" GYP. BOARD TOINSIDE FACE OF EXTERIOR ICFWALLS AT FUTURE LIVING AREA(TYP.)



MECH. CHASEABOVE

15'-212"

10'-4

1 2"

1'-0

"

1'-0"

1'-0

"

1'-0"

1'-0

"

1'-0"

10cA4.1

GYP. BOARD CEILING

CONC.FLANGE,RE:STRUCT.DWGs.

CONC. FLANGE,RE: STRUCT.DWGs.



B F G A C D EB1

10'-1

01 2"

12" DROPPED BEAM WRAPPEDW/ GYP. BD. , RE. STRUCT.DWGS.

12" DROPPED BEAMWRAPPED W/ GYP. BD. ,RE. STRUCT. DWGS.

12" DROPPED BEAMWRAPPED W/ GYP. BD. ,RE. STRUCT. DWGS.

A4.14

TYP.

22

TYP.

22

TYP.

GENERAL NOTES:

1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDINGFRAME), TO CENTER/EDGE OF DOOR FRAME, AND TO CENTER OFWINDOW.

2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIRRISERS OR BETWEEN THE RUN OF STEPS IN ANY STAIRCASE.MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOTGREATER THAN 7.75".

3. EXTERIOR DOORS SHALL NOT BE MORE THAN 7-3/4" BELOW TOPOF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

4. TYPICAL WINDOW HEADERS: 96" FIRST FLR., & SECOND FLR., 84" ATBSMT. U.O.N.

5. TYPICAL CEILING HEIGHT: 10'-0" FIRST FLR., 9'-0" SECOND FLR., 9'-0"BSMT. REFER TO PLANS

6. SEE PLAN SHEETS FOR ROOM DIMENSIONS & KEY NOTES.7. SEE SHT's. A2.0 THRU A2.1 EXTERIOR ELEVATIONS AND SHEET A4.0

THRU A4.1 FOR DETAILS.8. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.9. SEE SHT. A5.0 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION

TRANSLATIONS.

DOOR/WINDOW LABEL DESCRIPTION:

EXAMPLE: 6068 = 6 0 6 8

WINDOWS (IRC SECT. R308.4 ITEM 7):WINDOWS LOCATED 36" HORIZONTALLY OR LESS FROMA STAIR AND WALKING SURFACE IS 60" OR LESS TO HAVESAFETY GLAZING.

6'-0" WIDE 6'-8" TALL

ATTACH ONE LAYER 1/2" GYP. BD. AT UNDERSIDE OF STAIR.

INSTALL ONE LAYER 5/8" TYPE 'X' GYP. BD. AT CEILING, WALLS, & AT ALL OUT-OF-PLANE STRUCTURAL MEMBERS IN GARAGE.

RANGE w/ HOOD OVER, PER OWNER

REFRIGERATOR w/ ICE-MAKER, PER OWNER.

DOUBLE SINK w/ DISPOSAL.

FINISHED END CABINETRY.

42" HT. RAILING, PER OWNER

INTERIOR STAIR RAILING, 36" HEIGHT.

60"x30" SHOWER.

CUSTOM SHELVING, PER OWNER.

TWO RODS, TWO SHELVES.

WASHING/DRYING MACHINES PER OWNER, PROVIDE DRAIN & PAN.

MECHANICAL HEATING UNIT, PROVIDE FLR. DRAIN, SIZE PER CONTRACTOR.

2

3

4

5

6

7

8

9

10

11

13

14

16

17

18

19

20

21

1

INTERIOR KEY NOTES:

INTERIOR STAIR - 36" MIN. CLEAR STAIRWAY WIDTH. SEE BLDG. SECTIONS SHEETS

G.C. SHALL VERIFY MIN. 80" CLEAR HEAD HEIGHT AT ALL INTERIOR STAIRS PRIOR TOSTAIR FABRICATION. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANYNECESSARY CHANGES TO STAIR DESIGN PRIOR TO ASSEMBLY.

A5.0 & A5.1.

GAS WATER HEATER, SIZE PER CONTRACTOR. PILOT LIGHT TO BE 18" ABOVE SLAB.(ALL GAS APPLIANCES TO BE VENTED TO EXTERIOR)

12

KITCHEN ISLAND.

VANITY.

CUSTOM SHOWER.

BATH TUB, PER OWNER.

UTILITY SINK, PER OWNER.15

ONE ROD, ONE SHELF.

22 STRUCTURAL COLUMN, RE. STRUCT. DWG'S.

EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING

BALCONY WITH 36" PARAPET RAILING

1

2

3

4

5

F

F

F

F

F

COMPOSITION SHINGLE ROOF

STANDING SEAM METAL ROOF

36" HT. WOOD RAILING

6F 24" DIA. DECORATIVE GABLE VENT

7F GUTTER TO DOWNSPOUT

COUNT

BASEMENT

SIZEDOUBLE HUNG

NOTES2-4050

WINDOW SCHEDULE

212 FIXED

OPERATION

2060

EGRESS WINDOWDOUBLE HUNG4050 EGRESS WINDOW

1 DOUBLE HUNG3050

WALL LEGEND

2X NON RATED PARTITION WALL, SEEPLANS FOR WALL THICKNESS

2X6 EXTERIOR WALL w/ R-20 INSULATION

8" INSULATED CONCRETE FORM ICF WALL,BY REWARD OR APPROVED ALTERNATE

WINDOW WELLS (IRC SECT. R310.2.1):ALL WINDOW WELLS WITH VERTICAL DEPTH GREATERTHAN 44" SHALL BE EQUIPPED WITH A PERMANENTLYAFFIXED LADDER IN THE FULLY OPEN POSITION. LADDERINSIDE WIDTH TO BE MIN. 12" WIDE, PROJECT 3" FROMTHE WALL AND SPACED NOT MORE THAN 18" ONCENTER VERTICALLY FOR FULL HT. ON WINDOW WELL.

ALL WINDOW WELL DRAINS TO CONNECT TO PERIMETERFOUNDATION DRAIN, PER IRC R310.2.2

4

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DATE ISSUEPROJECT #

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ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

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160219

BRA

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RESI

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2-S

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5473

SEA

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OLD

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BASE

MEN

T LE

VEL

FLO

OR

PLA

N

A1.0

15'-0"

SHOP/STORAGE

GARAGE 1

MUD RM. BTLRS PTRY.

DINING RM.

FOYER

HUTCH

MA. BATH

MA. BEDROOM

PDR. 1

LDRY

W.I.C

REFR

KITCHEN

NOOK

GREAT ROOM

PASS-THRU

RAISED PATIO DECK

UP

LIVING RM.

FRONT PORCH

18R @ 7.54"17T @ 10"

DN

(VAULTED CLG.)

(VAULTED CLG.)

BUILT-INBENCH

BUIL

T-IN

BEN

CH

ISLA

ND

FIN. FLOOR = 5766.3'

FIN. FLOOR = 65.3'

GARAGE 2

D

NOTE: HOUSE IS TO BE BUILT WITH ICF (INSULATED CONCRETE FORM) CONSTRUCTION.

1 SCALE

FIRST FLOOR PLAN1/4" = 1'-0"

OPT. 2-2880 FRENCH DRS. OPT. 2-2880 FRENCH DRS.

dumbwaiter

83'-0"

39'-0" 27'-0" 17'-0"10'-4" 21'-3" 7'-5"

9'-8" 3'-10" 3'-10" 9'-8"

8'-6" 8'-6"

E41'-0" 9'-0" 33'-0"

5'-6" 9'-0" 4'-8" 12'-10" 9'-0" 4'-6" 4'-6" 8'-6" 9'-5" 6'-3" 8'-10"8'-0

"

48'-0"

57'-0

"

11'-1

0"41

'-2"

11'-2

"14

'-8"

23'-4

"7'

-10"

6'-4

"5'

-6"

6'-4

"3'

-6"

2'-0

"

9'-2

"16

'-0"

17'-0

"10

'-0"

4'-1

0"

57'-0

"

23'-812" 14'-21

2"

32'-2

"9'

-2"

14'-7

"

13'-4" 9'-11" 6'-2" 2'-6"

32'-2

"8'

-101 2"

14'-1

01 2"

15'-112" 10'-81

2" 15'-212" 16'-81

2"

1'-2

1 2"

12'-212" 26'-6"

1'-412"

1'-112"

6"

5"3'-1

11 2"4'

-0"

12'-2

1 2"7'

-0"

1'-1

1 2"

10'-1

01 2"

5'-8

"

1'-634"1'-11

2"

5'-814"

1'-112"

1'-11"1'-61

2"

5'-2

1 2"20

'-7"

23'-6

"

3'-812"

9'-612"

3'-512"

15'-5

"

2'-1

1"7'

-11"

4'-7

"

3'-512"

21'-1

0"

5'-812" 11'-0"

6'-812" 3'-41

2" 6'-712"

11'-4

1 2"3'

-41 2"

7'-0

1 2"

6"

18'-8

"

912"

15'-11"

5'-11"

1'-012"

3'-0" CLR.

3'-3" CLR.

3'-0

" CLR

.

10'-2

"

2-30

80

2880

8070 O.H.

8070 O.H.

16070 O.H.

2-26

80

2-2680

3070

2868

2868

2868

30683068

2668

2668

2668

2068

2668

2868

2868

3'-412"

2-2068

2-2068

3-4050 DH3-4050 DH 2036(OVAL) FX

3-2040 DH2-2040 DH2-2040 DH

3-4050 DH3-2050 DH (w/ARCHED TOP)

2060 FX 2060 FX

3050 DH

3-2038 DH

2038 DH

2038 DH

2-2020 FX2-1820 FX

4'-0

"

A3.02

A3.02

A3.01

A3.01

A4.11

1

2

15

3

4

5

6

7

10

11

13

14

11

16

16

17

19

15

1F 1F

5F

1F

1F

1F

1F

1F

5F

1'-1"

1'-1

"

7'-0

"

2'-4"

FIREPLACE

1'-4

"

1'-4"

1'-4

" 1'-4"

1'-4

" 1'-4"

1'-4

"1'-4"

3'-112"

DR

YE

RW

AS

H

FLOORABOVE

NO

RTH

B F

4

1

2

3

G A C D EB1

2'-0"11'-6"11'-6"2'-0"

21'-512" 13'-61

2"

BUILT-IN SHELVING

2'-6

"6'

-41 2"

10'-4

1 2"

1'-0

"

10'-1

01 2"

1'-8" 15'-4" 14'-0" 15'-4" 1'-8"

6'-1

01 2"

1'-2

"

3'-1" CLR. 2'-0" 3'-9" CLR.

4'-8

" CLR

.5'

-0"

A4.110a

A4.110b

512"

512"

512"

512"

512"

512"

512"

22

TYP.

22

TYP.

22

TYP.

(LEVEL CONC. FLR)

10"

10"

WINDOWWELLBELOW

WINDOWWELLBELOW

WINDOWWELLBELOW

22

TYP.

GENERAL NOTES:








TRANSLATIONS.


EXAMPLE: 6068 = 6 0 6 8


6'-0" WIDE 6'-8" TALL









60"x30" SHOWER.





2

3

4

5

6

7

8

9

10

11

13

14

16

17

18

19

20

21

1

INTERIOR KEY NOTES:



A5.0 & A5.1.


12

KITCHEN ISLAND.

VANITY.

CUSTOM SHOWER.



ONE ROD, ONE SHELF.




1

2

3

4

5

F

F

F

F

F





FIRST FLOOR

DOUBLE HUNG2-20402

3 3-40501 2036 FIXED1 3-2040

3-205011 3-2038

ARCHED WINDOW ABOVE

203821

FIXED2-2020

1 2-1820

DOUBLE HUNG

OVALDOUBLE HUNGDOUBLE HUNGDOUBLE HUNGDOUBLE HUNGFIXED

FIXED2 2060

WINDOW SCHEDULE

WALL LEGEND




MECHANICAL NOTES:1. HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A ROOM

TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A POINT OF 3'-0" ABOVETHE FLOOR IN ALL HABITABLE ROOMS.

2. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE AMINIMUM OF 3'-0" FROM PROPERTY LINES OR ANY OPENINGS INTO THEBUILDING (I.E. DRYERS, BATH AND UTILITY FANS, ETC. MUST BE 3'-0"AWAY FROM DOORS, WINDOWS, SKYLIGHTS, AND ATTIC VENTS).

CO

PYRI

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201

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THI

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ON

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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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160219

BRA

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2-S

TORY

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5473

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OUR

TG

OLD

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FIRS

T LE

VEL

FLO

OR

PLA

N

A1.1

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

.1/8": 1'

AutoCAD SHX Text

SLOPE DN.

AutoCAD SHX Text

.1/8": 1'

AutoCAD SHX Text

D/W

LIBRARY/PLAY ROOM

OPEN TOGREAT ROOM

BELOW

DN

BEDRM. 2

W.I.C

BEDRM. 3

W.I.C

HALL

18R @ 7.54"17T @ 10"

OFFICE/ LOFT

42'-412"

45'-2

"

BALCONY

1 SCALE

SECOND FLOOR PLAN1/4" = 1'-0"

3'-7

"41

'-71 8"

14'-612" 14'-6" 7'-0"

13'-712"7'-21

2"

3-2650 CSM(EGRESS)

2480

4020 CSM

2020 FX

2468 2468

2468

2468

2468

2468

2668 2668

2-3368

15'-0" 26'-6"

4'-6

1 2"

4'-312"8'-81

2" 9'-612"

11'-8

1 4"9'

-23 4"

7'-1

11 2"

15'-0"

15'-1

0"

4'-0

"3'

-111 2"

3'-1

1"2'

-10"

3'-8

"12'-01

2" 6'-5" 10'-612" 12'-6"

23'-2

"

5'-4

"15

'-4"

16'-1112"

8'-6" 8'-512"

3'-0" 2'-1112"

8'-6" 8'-512"

2'-6

1 2"

14'-7"4'-0" 6'-7" 4'-0"

15'-9

1 2"

A3.02

A3.02

A3.01

A3.01

412

412

412

412

1'-0" OH.1'-0" OH.

1'-0

" OH.

1'-0

" OH.

2'-0

" OH.

2'-0" OH. 2'-0" OH.

3

8

10

11

12

13

18

18

1F

1F

1F

2F

1F3F

4F

3F

2-2038 DHKNEE WALLS W/GABLE ABOVE,TYP.

83'-0"

14'-8" 27'-0"

7'-0"

1'-1

"

BATH. 2

7'-512"

6'-4"

27'-8

"8'

-6"

9'-0

"

3-2650 CSM(EGRESS)

2-2650 CSM 2-2650 CSM

412

412

412

412

412

412

412

SLOPE DOWN TO DRAIN,MIN. .25:12 MIN.

NO

RTH

3040 DH

3040 DH

1'-0

"

1'-0

"

11'-1

0"

24'-4"13'-41

2"17'-0"

5'-11" 6'-7"5'-1012" 5'-101

2"

512"

3'-1"

B F

4

1

2

3

G A C D EB1

GUTTER TODOWNSPOUT

(2) 2X12

(2) 11 78 LvL

(2) 2X12

7'-0

"

7'-0

"

17'-8

"

12'-5

"

512"

512"51

2"

51 2"

22"x36"ATTIC

ACCESS

23

GABLE ABOVE,TYP.

4"

GENERAL NOTES:








TRANSLATIONS.


EXAMPLE: 6068 = 6 0 6 8


6'-0" WIDE 6'-8" TALL









60"x30" SHOWER.





2

3

4

5

6

7

8

9

10

11

13

14

16

17

18

19

20

21

1

INTERIOR KEY NOTES:



A5.0 & A5.1.


12

KITCHEN ISLAND.

VANITY.

CUSTOM SHOWER.



ONE ROD, ONE SHELF.


23 22"x48" ATTIC ACCESS



1

2

3

4

5

F

F

F

F

F






SECOND FLOOR1 4020

3-265022 2-2650

CASEMENT(2) EGRESS WINDOWCASEMENT

1 2-2038 FIXED1 2020 FIXED

WINDOW SCHEDULE

CASEMENT

2 3040 DOUBLE HUNG

WALL LEGEND




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D L

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FLO

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PLA

N

A1.2

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

SLOPE

AutoCAD SHX Text

14":12"

AutoCAD SHX Text

CRICKET

AutoCAD SHX Text

CRICKET

1 SCALE

ROOF PLAN1/4" = 1'-0"

A3.02

A3.02

A3.01

A3.01

612

612

2'-0" OH.2'-0" OH.

2'-0

" OH.

2'-0

" OH.

NOTE: ALL EXHAUST DUCTOPENINGS TO BE PROTECTED BYSCREENS, LOUVERS OR GRILLS, PERIMC SECTION 501.3.2(REFER TO EXTER. ELEV. SHEETS A3.0& A3.1 FOR 1ST LEVEL DUCTTERMINATION LOCATIONS.

REFER TO SHT. A5.0 MECHANICALNOTE 2 REGARDING TERMINATIONOF ENVIRONTMENTAL DUCTLOCATIONS.

3F3F

3F

3F 3F

3F

3F3F

3F9

12

912

6.512

NO

RTH

612

2'-0

" OH.

B F

4

1

2

3

G A C D EB1

- VAULTED CEILING

ROOF BELOW

ROOF BELOW

ROOF BELOW

BALCONY BELOW

2'-0" OH.

GENERAL NOTES:








TRANSLATIONS.



1

2

3

4

5

F

F

F

F

F






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ROO

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AN

A1.3

AutoCAD SHX Text

SLOPE

COVERED PORCH

612

4124

12

GARAGE (BEYOND)

412

612

65'+63'+62'+58'= 248'/ 4= 62' (5762.0')APPROX. AVERAGE GRADE HT.

34'-112"

35'-0

" MA

X./

JEFF

CO

BLD

G. H

T.)

29'-1"

16080 OH 8080 OH8080 OH

1/4"=1'-0"SIDE (WEST) ELEVATION

ASPHALT SHINGLEROOF (TYP.)

COVERED PORCH

612

2

1

1

1

1

1

1

3

3

3

3

4

4

8A4.0

4A4.0

6A4.0

5

2-2040 DH 2-2040 DH

3-4050 DH 3-4050 DH

3-2040 DH

2036 FXOVAL

3-2650 CSM

5

612

8'-0

"

8'-0

" TYP

.

8'-0

" TYP

.

8'-0

" TYP

.

3

6

612

412

TOP

OF

ROO

F(m

easu

red

at m

idpo

int o

f roo

f per

JEF

FCO

.)

3-2650 CSM2-2650 CSM 2-2650 CSM

3040 DH

20'-0

"

1/4"=1'-0"FRONT (SOUTH) ELEVATION1

4'-4"

10'-1"

2'-0" 2'-0"

2'-0"2'-0"3'-0"3'-0"

7'-3" 7'-3"

11'-0

"

1'-0"

1'-0"

1'-0"

2'-0"

1'-0"

3'-0"

1'-0

"

SECOND FLR. 11-3 7/8"

FIRST FLR. 0'-0"

FIRST FLR. CLG.

SECOND FLR. PL. 20'-5"

10'-118"

9'-118"

1'-2 34"

FF= 5766.3'

9'-118"

BASEMENT FLR. - 10'-3 7/8"

5'-012"


FIRST FLR. 0'-0"

FIRST FLR. CLG.


10'-118"

9'-118"

1'-2 34"

FF= 5766.3'

34'-112"

35'-0

" MA

X./

JEFF

CO

BLD

G. H

T.)

29'-1"

TOP

OF

ROO

F(m

easu

red

at m

idpo

int o

f roo

f per

JEF

FCO

.)

4'-4"

10'-1"

9'-118"


5'-012"


1'-234"

77

7

GENERAL NOTES:

1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED IN RATEDSOFFITS. (NO RATED EAVES ARE REQD.)

3. SEE SHEETS A5 & A5.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.



1

2

3

4

5




6 24" DIA. DECORATIVE GABLE VENT

7 GUTTER TO DOWNSPOUT

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ELEV

ATIO

NS

EXTE

RIO

R

A2.0

COVERED PORCH

612

1/4"=1'-0"REAR (NORTH) ELEVATION

412

412

REAR COVERED PATIO

GARAGE

1

1

1

1

1

1

1

1

1

3

3

3

3

3

4

1/4"=1'-0"SIDE (EAST) ELEVATION2

BASEMENT COVERED PATIO

1

3A4.0

7A4.0

8A4.0

8A4.0

9/10A4.0

2

53-2038 DH

2-1820 FX 2-2020 FX

2038 FX 2038 FX

3-4050 DH

3-2050 DH

2-2038 DH

2060 FX2060 FX

912

612

8'-0

"

8'-0

" TYP

.

9'-6

"

8'-0

" TY

P.

612

912

4020 FX 2020 FX

8'-0

"

3040 DH

7'-0

"

1'-6

1 2"

11 1

/2"

7


FIRST FLR. 0'-0"

FIRST FLR. CLG.


10'-118"

9'-118"

1'-2 34"

FF= 5766.3'

9'-118"


34'-112"

35'-0

" MA

X./

JEFF

CO

BLD

G. H

T.)

29'-1"

TOP

OF

ROO

F(m

easu

red

at m

idpo

int o

f roo

f per

JEF

FCO

.)

4'-4"



FIRST FLR. 0'-0"

FIRST FLR. CLG.


10'-118"

9'-118"

1'-2 34"

FF= 5766.3'


34'-112"

TOP

OF

ROO

F(m

easu

red

at m

idpo

int o

f roo

f per

JEF

FCO

.)

4'-4"

1'-234"

9'-118"


1'-234"

2-4050 DH 2-4050 DH 4050 DH

GENERAL NOTES:

1. BUILDING ELEVATIONS MAY NOT ILLUSTRATEEVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURALPLANS FOR VERIFICATION.

2. WALLS AND/OR EAVES WITHIN 5'-0" OF APROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED IN RATEDSOFFITS. (NO RATED EAVES ARE REQD.)

3. SEE SHEETS A5 & A5.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.



1

2

3

4

5




6 24" DIA. DECORATIVE GABLE VENT

7 GUTTER TO DOWNSPOUT

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A2.1

MATERIALPRODUCTTRADENAMEMODELNUMBER

FOUNDATION,RE. STRUCT. PLANS

R-49 INSUL., SEE STRUCT. PLANSROOF TRUSSES W/

R-49 INSUL., SEE STRUCT. PLANS

PITCHED ROOF TRUSSES W/

8" CORE ICF. WALLR-32 (MIN. R-21)RE. STRUCT. PLANS

SHOP/STORAGE MUD RM. BTLRS PTRY. LIVING RM.

W.I.CHALL

3/16"=1'-0"BUILDING SECTION

W.I.CBATH 2

W.I.C

UNFINISHEDSTORAGE FINISHED

AREA



1

R-49 INSUL., SEE STRUCT. PLANS

PITCHED ROOF TRUSSES W/

1A4.0

2A4.0

12A4.0

8" CORE ICF. WALLR-32 (21 Min.)RE. STRUCT. PLANS

412

412


HALL

FRONT PORCH FOYER GREAT ROOM PATIO

3/16"=1'-0"BUILDING SECTION

K-3489 CIMARRON TOILET VITREOUS CHINA

BATH 3

UNFINISHEDSTORAGE

FINISHEDAREA




2

12

6

12

6

R-49 INSUL., SEE STRUCT. PLANSPITCHED ROOF TRUSSES W/

5A4.0

11A4.0

2x6 EXT. WALLw/ R-21 INSUL, TYP.

8" CORE ICF. WALLR-21 Min.RE. STRUCT. PLANS

12

6

GENERAL NOTES:

1. BUILDING SECTIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THE FIELD.COORDINATE WITH DESIGN & STRUCTURAL PLANS FOR VERIFICATION.

2. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE 1-HR. FIRE-RATED.NO EAVE VENTS SHALL BE ALLOWED IN RATED SOFFITS.

3. SEE SHEETS A5 & A5.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATIONTRANSLATIONS.

4" CONC. SLAB,RE. STRUCT. PLANS

FINISHED

10aA4.1

1A4.2

10bA4.1

(2) 9 12" LvL

(3) 9 12" LvL

(2) 11 78" LvL

R-49 INSUL., SEE STRUCT. PLANSPITCHED ROOF TRUSSES W/


34'-112"

35'-0

" MA

X./

JEFF

CO

BLD

G. H

T.)

29'-1"

TOP

OF

ROO

F(m

easu

red

at m

idpo

int o

f roo

f per

JEF

FCO

.)

4'-4"

10'-1"

9'-118"


5'-012"


FIRST FLR. 0'-0"

FIRST FLR. CLG.


10'-118"

9'-118"

1'-2 34"

FF= 5766.3'1'-234"

SLOPE DN. 1/8" MIN. PER FT.


34'-112"

35'-0

" MA

X./

JEFF

CO

BLD

G. H

T.)

29'-1"

TOP

OF

ROO

F(m

easu

red

at m

idpo

int o

f roo

f per

JEF

FCO

.)

4'-4"

10'-1"

9'-118"


5'-012"


FIRST FLR. 0'-0"

FIRST FLR. CLG.


10'-118"

9'-118"

1'-2 34"

FF= 5766.3'1'-234"

ICF WALL, R-32 (R-21MIN) RE. STRUCT.PLANS

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SEC

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S

BUIL

DIN

G

A3.0

1'-2

3/4

"

1'-2

3/4

"

10'-1

1 8"9'

-11 8"

SECOND FLR. 11'-3 7/8"

FIRST FLR. 0'-0"

BASEMENT -10'- 3 7/8"

16R

@ 7

.75"

9'-1

1 8"

1'-2

3/4

"

3'-0

"

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

7'-4

1 4" P

ROV

IDED

16R @ 7.75" FIELD VERIFY15T @ 10"

12" GYP. BOARDAT ALL ACCESSIBLESPACES, TYP.

10'-1

1 8"

WOOD TREAD ANDRISER CLOSURE,TYP.

WOOD STRINGER,TYP.

WOOD RAILING, TYP.

3'-0

"

6'-8

"

(MA

INTA

IN 6

'-8" C

LEA

R HE

AD

HEI

GHT

)

18R @ 7.54" FI

ELD VERIFY

17T @ 10"

WOOD STRINGER,TYP.

WOOD TREAD ANDRISER CLOSURE,TYP.

12" GYP. BOARDAT ACCESSIBLESPACES, TYP.

7'-7"

9'-312"

1'-2

3/4

"

9'-1

1 8"

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

1

BASEMENT

FIRST FLOOR

SECOND FLOOR

TYP.

TYP.

CA3.1

BA3.1

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

2

15T

@ 1

0"18

R @

7.5

4"17

@ 1

0"

2X6 PT PLATE,ANCHORED TO FLOORSTRUCTURE 81

4" SIMPSON TAZ STAIRCASE ANGLE

WOOD TREADSTAIR SUPPORT STRINGER

11"

WOOD RAILINGBEYOND, ANCHORTO STRINGER

10"

2"

2"

2"

12" PLYWOOD CLOSURE

GYP. BOARD

NOTE: TREAD NOSING TOCOMPLY WITH IRC R311.7.4.3,NOSING RADIUS MAX. 9

16" ANDBEVEL MAX 12". NOSING SHOWNAT 1" (MIN. 34", MAX. 1 1/4")

814" SIMPSON TAZ

STAIRCASE ANGLE

WOOD TREADSTAIR STRINGER

BEAM,RE: STRUCT.STRINGER TO BEAMCONNECTION, RE:STRUCT.

2"

GYP. BOARD

12" PLYWOODCLOSURE

11"10"

STAIR STRINGER DETAILNOT TO SCALEB

STAIR ATTACHMENT DETAILNOT TO SCALEC

STAIR STRINGER81

4" SIMPSON TAZSTAIRCASEANGLE

WOOD TREAD

2X112" WOOD

RAILING POST,ANCHOR TOSTRINGER, STAINGRADE

112"X11

2" WOODBOTTOM RAIL,STAIN GRADE

112"X11

2" WOODTOP RAIL, STAINGRADE, EASEDEDGES

112"X1" WOOD

BALLUSTERS,STAIN GRADE

3'-0"

4"

1 14" DIA.WOODHANDRAIL,STAIN GRADE

HANDRAILBRACKET,ANCHOR TOWALLSTRUCTURE,PROVIDEBLOCKING ASREQUIRED

FACE OF WALL

1 12"1 12"

3'-0

"

STAIR RAILING DETAILNOT TO SCALEA

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A3.1

AutoCAD SHX Text

A

AutoCAD SHX Text

A3.1

AutoCAD SHX Text

A

AutoCAD SHX Text

A3.1

1 NO SCALETWO STORY WALL SECTION w/ BASEMENT DETAIL

ROOF SYSTEM

TOP SILL PLATE WITHANCHOR BOLTS

REBAR DESIGN AND PLACEMENTAS REQUIRED

EXTERIOR FINISH

PARGING

SLOPED FINISHED GRADE

WATERPROOFING

FOOTING AS REQUIREDBY DESIGN

FOUNDATION DRAINAGE ASREQUIRED BY DESIGN

HOOK AS REQUIREDSTRAIGHT VERTICAL DOWEL OR

CONCRETE SLAB

BASEMENT

FLOOR FRAMING

15 MIN. THERMAL BARRIER

FIRST FLOOR

LEDGER BOARD w/ ANCHOR BOLTS


r- 49 ROOF INSULATION


PARGING

SLOPED FINISHED GRADE

WATERPROOFING MEMBRANEFILTER CLOTH IF NEEDED

AGGREGATE

DRAIN TILE

CONTINUOUS FOOTING -SIZE AND REINFORCED

AS REQUIRED

UNDISTURBED SOIL


CONCRETE SLAB

GRANULAR FILL

VAPOR RETARDER


2 NO SCALEFOOTER DETAIL

GUTTER

2X FACIA

PLYWOOD SHEATHING

ROOF TRUSS

EXTERIOR FINISH



JOIST HANGER

WOOD 1-JOIST

HANGER BOARD w/ ANCHOR BOLTS AS REQUIRED


EXTERIOR FINISH

EXTERIOR WOOD DECK

DECK JOIST

PARGING

3 NO SCALEEXTERIOR DECK LEDGER BOARD DETAIL

EXTERIOR FINISH

ICE/WATER BARRIERFOLD IN @ JAMBS &

EXTEND 18" MIN. OUTSIDER.O.

FLASHING TAPE

CONT. WOOD BUCK

SHIM AS REQUIRED

ANCHOR DOOR JAMBPER MANUFACTURER'SINSTRUCTIONS

4 NO SCALEDOOR JAMB DETAIL

ANCHOR DOOR SILLPER MANUFACTURER'SINSTRUCTIONS

METAL SILL FLASHING

FLASHING TAPECLEAN FLOOR AREA & APPLYOVER ROUGH OPENING FLOORSURFACE EXTEND 6" UP EACHJAMB

SEAL DOOR TO FLOORCONSTRUCTION PER

MANUFACTURER'SINSTRUCTIONS

5 NO SCALEDOOR SILL DETAIL

RIDGE

RAFTER/TRUSS

RAKE FACIA

REWARD iFORM

USE PRESSURE TREATED WOOD

2X BEARING PLATE w/ ANCHORBOLTS CAST INTO FORM CELLS OR

RATED CONNECTORS EMBEDDED INCONCRETE PER CODE/DESIGN

REQUIREMENTS

8 NO SCALEGABLE FRAMING DETAIL

"V-BUCK SYSTEM"

INTERIOR INSULATION &AIR SEAL PERMANUFACTURER

WINDOW ATTACHMENTFLANGE

ICE/WATER BARRIERLAP OVER FLASHING &

EXTEND 18" MIN. ABOVER.O.

FLASHING TAPEEXTERIOR FINISH

TRIM

6 NO SCALEWINDOW HEAD DETAIL

ICE/WATER BARRIERLAP OVER FLASHING &

EXTEND 18" MIN. ABOVER.O.

TRIM

EXTERIOR FINISH

WINDOW ATTACHMENTFLANGE

"V-BUCK SYSTEM"

INTERIOR INSULATION &AIR SEAL PERMANUFACTURER

LEVEL OPENINGSILL PRIOR TOINSTALLATION

FLASHING TAPE

7 NO SCALEWINDOW SILL DETAIL

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

WOODRAILING

4x4 DF#1 POST@ 6'-0" O.C. MAX.

(2) 5/8" M.B.'s

DECK JOIST ONEA. SIDE OF POST

~

NOTE: GUARDRAIL IS DESIGNED TOSUPPORT A SINGLE CONCENTRATED 200LB. LOAD AT A RIGHT ANGLE TO THETOP RAIL.

(2) 16d's FROMPOST TO TOP RAIL

2x6 TOP RAIL

2x4 BOTTOMRAIL

BALCONY

10 NO SCALEGUARDRAIL DETAIL

WALKING SURFACE

BALCONY

112" MIN.

WALL

HANDRAIL BRACKET

1-1/4"Ø HANDRAIL

1-1/4"ØHANDRAIL

36"

11 NO SCALEHANDRAIL DETAIL

INTERIORSTAIRCASE

4" O.C. MAX.

34"-36"

MAX. 7.75", MIN. 4"

MIN. 10"

FILLET CURVATURETO BE NO GREATERTHAN 9/16", BEVELING

NOSING NOT LESS THAN 3/4",NO GREATER THAN 1-1/4"

NOT TO EXCEED 1/2"

LESS THAN 4"

12 NO SCALESTAIR DETAIL

SECOND FLOOR

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A4.0

PATIO

IFC BASEMENT WALL

FLR'G.

RIM JOIST

2 NO SCALEPORCH FLASHING DETAIL

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

112"

42" @ GUARDRAIL

WOODRAILING

4x4 DF#1 POST@ 6'-0" O.C. MAX.

(2) 5/8" M.B.'s

112"

DECK JOIST ONEA. SIDE OF POST

~

NOTE: GUARDRAIL IS DESIGNED TOSUPPORT A SINGLE CONCENTRATED 200LB. LOAD AT A RIGHT ANGLE TO THETOP RAIL.

(2) 16d's FROMPOST TO TOP RAIL

2x6 TOP RAIL

2x4 BOTTOMRAIL

4" O.C. MAX.

42"

LESS THAN 4"

5 NO SCALEGUARDRAIL DETAIL

WALKING SURFACE

COVERED

FRONT OF THRESHOLD PAN

BUTYL SEALANT, MUST BE SEPEARATEDLINES OF SEALANT TO ALLOW FORMOISTURE TO DRAIN FROM THRESHOLD.

REAR LEG

PROFILE OF FLASHING FROM SILL PANVARIES BASED ON LOCATION

END DAMW

ATER F

LOWWATE

R FLO

WWATE

R FLO

W

7 NO SCALESILL PAN WITH SEALANT

MIN. 6" ABOVE EARTH,4" MIN. ABOVE PAVEMENT

PRE-FINISHED LOW-PROFILE ROOFVENTILATOR WITH INTEGRAL FLASHINGFLANGE/ NET FREE AIR FLOW PER ROOFPLANS

INSTALL VENTILATOR PERMANUFACTURER'S INSTRUCTIONS/OVERLAP /SEAL FLANGE WITH SHINGLESAT TOP

VENTILATOR FLANGE TO OVERLAPSHINGLES AT BOTTOM

PROVIDE CUT-OUT IN SHEATHINGFOR VENTILATION

8 NO SCALELOW PROFILE ROOF VENTILATOR

1A NO SCALEAT GARAGE1B NO SCALE

AT BASEMENT

PERROOFPLAN

9 NO SCALEEAVE DETAIL

30 LB. FELT PAPER

PLYWOOD REF. STRUCT. PLANS

4" GUTTER

EXT. WALL STUD/ICF

TOP PLATE

ROOF FRAMING

BAFFLE BOARD

2x FASCIA

ROOF SHINGLES, RE. EXT. ELEVS.

PER PLAN

REF. STRUCT. PLANS

6" HORIZONTAL LAP SIDING.

SPAN-RATED SHEATHING

SOFFIT BOARD

BLK'G. FOR SOFFIT BOARDPER MFG. SPEC'S.

129

1"

6" H

EEL

HT.

(TYP

., UN

O)

VENT, 1/4" CORROSION-RESISTANT MESH

8" HIGH DECOR. MASONRYFIBERBOARD

MIN. 6" ABOVE EARTH,4" MIN. ABOVE PAVEMENT

EXT. IFC WALL

RE. STRUCT.PER PLAN

SEE ELEVATIONS

W/ R-21 INSULATION MIN.

6" HORIZONTAL LAP SIDING, SEEEXTER. ELEVATIONS FORLOCATIONS

PORCH COVERED PORCH

BASE WALL APPLICATION DETAIL

APRON FLASHING APRON FLASHING

EXTER. IFC WALL W/ R-32 (R-21 MIN. INSUL) PER PLAN

*REFER TO STRUCTURAL DWG's.


CONCRETE SLAB


FOUNDATIONDRAINAGE AS

REQUIREDBY DESIGN

BASE WALL APPLICATION DETAIL

FLASHINGGALV. STEEL


10a NO SCALECOLUMN @ FRONT PORCH

3'-4" 3'-0"

1'-4"

ROOF TRUSS ABOVE

RE: STRUC. DWGs

12"CAP w/ DRIP EDGE

RE: ELEVS.DECOR. MOLDING

CONC. SLABRE: STRUC. DWGs

CONC. FOOTINGRE: STRUC. DWGs

BUILDING WRAP

INTEGRATED DRIP EDGEMETAL FLASHING w/

10c NO SCALECOLUMN @ BSMT. PATIO

2x12 JOIST ABV.

LVL BEAM, RE: STRUC. DWGs

WOOD POSTRE: STRUC. DWGs

RE: ELEVS.DECORATIVE MOLDING

CONC. SLABRE: STRUC. DWGs

CONC. FOOTINGRE: STRUC. DWGs

RE: STRUC. DWGs

12"

METAL FLASHING

1'-4"

4"

10b NO SCALECOLUMN @ COVERED PATIO

ROOF TRUSS ABV.

DOUBLE LVL BEAMRE: STRUC. DWGs

WRAPPED WD COLUMNRE: STRUC. DWGS

RE: ELEVS.DECORATIVE MOLDING

PATIO JOISTSRE: STRUC. DWGs

RE: STRUC. DWGs

12"

1'-4"

4"

RE: STRUC. DWGs

COR-A-VENT X-5RIDGE VENT

7/8"

1/4" BEAD OFSILICONE CAULKING

ROOF RIDGE

AIR FLOW

ROOF SHEATHING

SHINGLE CAP

1/2" MAX.

CAP OVERHANG

SHINGLES

UNDERLAYMENT

3 NO SCALERIDGE VENT DETAIL

PAINTED EXTER. GRADE SOFFIT PANEL

WRAPPED WD COLUMNRE: STRUC. DWGS

DOUBLE LVL BEAM

3"

WRAPPED

3"PAINTED EXTER. GRADE SOFFIT PANEL

PAINTED EXTER. GRADE SOFFIT PANEL

NOTE: COORDINATE ALL ICF WALL DETAILS WITH ICF MANUFACTURER



4 NO SCALEWINDOW WELL DTL.

COMPACTED NATIVESOIL

NOTE: NO HARDSCAPE WINDOW WELL CAN BE CONNECTED TO THE PERIMETER DRAIN.

10:1 SLOPE MIN.

WINDOW WELL DRAINMIN. 6" ABOVECOMPACTEDEARTH

6" MIN.PER IRC.

2x P.T.D.F. RIM JOIST,

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A4.1


STILLNESSMULTI-FUNCTION SHOWERHEAD, ARM AND FLANGEBRASSK-968

FIN. FLR.

FINISHEDCLG.

VIEW "AA"1/4"=1'-0"

MATERIALPRODUCTTRADENAMEMODELNUMBER MATERIALPRODUCTTRADENAMEMODELNUMBER

K-T8230-4TABORETFAUCETS

BRASS

FINISHEDCLG.

FIN. FLR.

VIEW "BB"1/4"=1'-0"

FIN. FLR.

FINISHEDCLG.

K-6950-2ALTERNAFAUCETS

BRASS

VIEW "CC"1/4"=1'-0"

FIN. FLR.

FINISHEDCLG.

K-T8230-4TABORETFAUCETS

BRASS


STILLNESSMULTI-FUNCTION SHOWERHEAD, ARM AND FLANGEBRASSK-968

VIEW "DD"1/4"=1'-0"

ABBREVIATIONS:

Ø = DIAMETERA. = AMPERESA.F.F. = ABOVE FINISHED FLOORAWN = AWNING WINDOWBBQ = BARBEQUEBLK = GLASS BLOCKBLK'G. = BLOCKINGBM. = BEAMCAB. = CABINETC.H. = CEILING HEIGHTCJ = CEILING JOISTCLG. = CEILINGCONC. = CONCRETECONT. = CONTINUOUSCSMT = CASEMENT WINDOWCTS. = COATS (CLOSET)D = CLOTHES DRYERD/W = DISHWASHERDBL = DOUBLEDH = DOUBLE-HUNG WINDOWDWG. = DRAWING(E) = EXISTINGEA. = EACHEL. = ELEVATIONELEV. = ELEVATION

EXT. = EXTERIORF.D. = FLOOR DRAIN

FAU = FORCED AIR UNITFJ = FLOOR JOISTFLR'G. = FLOORINGF/P = FIREPLACEFLR. = FLOORFRM'G. = FRAMINGFRZR = FREEZER (STAND-ALONE UNIT)FT. = FOOT/FEET (MEASUREMENT)FX = FIXED WINDOWFX/CSMT = FIXED/CASEMENT WINDOWFX/SL = FIXED/SLIDER WINDOWGA. = GAGEG.P.M. = GALLONS PER MINUTEGYP. = GYPSUMHPR = HOPPER WINDOWINT. = INTERIORJST. = JOISTLB. = POUND (WEIGHT)LVL. = LEVELMAX. = MAXIMUMMFG = MANUFACTURERMIC = MICROWAVEMIN. = MINIMUMmm. = MILLIMETER

(N) = NEWNO. = NUMBERo/ = OVERO.C. = ON-CENTER

O.H. = OVERHANGOP. = OPENINGP.T. = PRESSURE-TREATEDP.T.D.F. = PRESSURE-TREATED DOUG FIRP.U.E. = PUBLIC UTILITY EASEMENTPDR. = POWDER RESTROOMPERIM. = PERIMETERPVMT. = PAVEMENTPL. = PLATE(R) = REMODELEDR. = RADIUSR = STAIR RISER & S = ROD & SHELFREF. = REFERENCE, REFER TOREFR = REFRIGERATORS.P. = ARCH SPRING POINTSGD = SLIDING GLASS DOORSH = SINGLE HUNG WINDOWSH. = SHELF, SHELVINGSIM. = SIMILARSL = SLIDING WINDOWSPEC. = SPECIFICATION

SQ. = SQUARESQ. FT. = SQUARE FEETSTRUCT. = STRUCTURALT = STAIR TREADT.O.W. = TOP OF WALLT.O.F. = TOP OF FOUNDATION

TRSH = TRASH COMPACTORT.O.W. = TOP OF WALLTYP. = TYPICALV.I.F. = VERIFY IN FIELDV.T.R. = VENT THROUGH ROOFw/ = WITHW = CLOTHES WASHERW/D = WASHER/DRYER STACKED UNITW.I.C. = WALK-IN CLOSETWH = WATER HEATERU.O.N. = UNLESS OTHERWISE NOTED

GENERAL NOTES:1. CONTRACTORS, PRIME AND SUB, SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO THE COMMENCEMENT OF THEIR WORK.2. THE INTENT OF THE DRAWINGS ARE NOT LIMITED TO THE EXPLICITNESS OF THE CONTRACT DOCUMENTS. REPRESENTATIVE AND TYPICAL DETAILS

ARE SHOWN TO ASSIST THE CONTRACTORS. THEY ARE NOT INTENDED TO ILLUSTRATE EVERY CONDITION.3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PREPARER OF THESE PLANS AND / OR ENGINEER(S) OF ANY CONDITIONS

OCCURRING IN THE FIELD WHICH ARE DIFFERENT FROM THOSE SHOWN IN THESE PLANS, OR OF ERRORS AND OMISSIONS IN THE PLANS, WHICHMAY AFFECT THE CONDITION AND COMPLETION OF THE PROJECT. FAILURE TO GIVE PROPER NOTIFICATION PRIOR TO MAKING ANY FIELDCHANGES SHALL VOID THE GUARANTEE OF THESE PLANS.

4. THE CONSTRUCTION DETAILS COMPILED IN THESE PLANS ARE IN COMPLIANCE TO THE REQUIREMENTS OF THE PREVAILING BUILDING CODES ANDLOCAL ORDINANCES.

5. INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND / OR MATERIAL TO BE PROVIDED TO THE INSPECTOR AT TIME OF INSPECTION ASREQUIRED.

6. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL CARRY PUBLIC LIABILITY, PROPERTY, AND WORKMEN'S COMPENSATIONINSURANCE. VALID CERTIFICATES OF ALL SHALL BE PROVIDED TO THE OWNER.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININGAND DISTRIBUTING ALL CURRENT DRAWINGS TO ALL SUBCONTRACTORS AND VENDORS DURING THE DURATION OF THE PROJECT. THECONTRACTOR SHALL MAINTAIN ON SITE IN A CONVENIENT LOCATION, A COMPLETE SET OF THE SIGNED AND SEALED PERMIT DOCUMENTS,INCLUDING ALL THE LATEST REVISIONS, ADDENDUM, SHOP DRAWINGS, AND SUPPLEMENTAL INFORMATION AS MAY BE REQUIRED FOR PROPEREXECUTION OF THE PROJECT.

8. PRIOR TO THE SUBMISSION OF ANY BIDS THE CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY THE ARCHITECT'S DIMENSIONS, DETAILS,AND INFORMATION PERTAINING TO THE PROJECT. IF ANY DISCREPANCIES, CONFLICTING INFORMATION, ERRORS OR OMISSIONS ARE PRESENT,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER IMMEDIATELY. ANY DISCREPANCY, OR CONFLICT NOT BROUGHT TO THEATTENTION OF THE ARCHITECT AND OWNER PRIOR TO THE FINAL BID SUBMISSION SHALL BE CORRECTED BY THE CONTRACTOR AT NOADDITIONAL COST TO THE OWNER.

9. OWNER SHALL REVIEW THESE CONSTRUCTION DOCUMENTS AND VERIFY THAT THEY ARE CORRECT AND COMPLETE PRIOR TO BIDDING AND STARTOF CONSTRUCTION. THE OWNER SHALL APPROVE ALL MATERIAL AND FINISH SAMPLES ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TOORDERING AND INSTALLATION.

10. DIMENSIONS AS INDICATED ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER SCALING OF THE DRAWINGS. THE DIMENSIONS INDICATED ONTHE DRAWINGS ARE CALCULATED BY COMPUTER AND ROUNDED TO THE NEAREST INCH. THE LOCATION OF PARTITIONS TO THE CENTERS OFMULLIONS OR TO ALIGN WITH FINISHES SHALL TAKE PRECEDENCE OVER WRITTEN DIMENSIONS WHEN SO NOTED. DO NOT SCALE THE DRAWINGS!FIELD VERIFY ALL DIMENSIONS! ALL AREA CALCULATIONS ARE APPROXIMATE.

11. THE CONTRACTOR SHALL INCLUDE ALL WORK NECESSARY TO ASSURE THE PROJECTS COMPLIANCE WITH THE MOST STRINGENT REQUIREMENTSOF THE IRC, CURRENT LOCAL EDITION, NFPA-101, JEFFERSON MUNICIPAL CODE FOR BUILDING CONSTRUCTION, AND ALL OTHER APPLICABLECODES AS GENERALLY DEPICTED IN THESE DRAWINGS.

12. THE CONTRACTOR AND ALL SUBCONTRACTORS AND ALL VENDORS SHALL FAMILIARIZE THEMSELVES WITH AND CONFORM TO ANY AND ALLREQUIREMENTS SET FORTH BY THE BUILDING OWNER OR MUNICIPALITY RELATIVE TO THE HOURS OF WORK.

13. THE WORK SHALL BE LIMITED TO THE SCOPE REASONABLY INFERRED IN THE CONTRACT DOCUMENTS. NO ADDITIONAL WORK SHALL BE EXECUTEDWITHOUT THE PRIOR WRITTEN APPROVAL OF THE OWNER AND ARCHITECT. ANY ADDITIONAL WORK DONE WITHOUT PRIOR WRITTEN APPROVALSHALL BE AT THE SOLE EXPENSE OF THE CONTRACTOR.

14. SHOULD THE SCOPE OF WORK FOR ANY REASON NOT BE FULLY INDICATED ON THE CONTRACT DOCUMENTS, THE ARCHITECT SHOULD BECONTACTED IMMEDIATELY.

15. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, AND SECURE ALL CERTIFICATES OF INSPECTION AND OCCUPANCY THAT ARE REQUIRED BY THEGOVERNING JURISDICTION. THE OWNER SHALL RECEIVE A COPY OF THE PERMIT UPON ISSUANCE.

16. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE, COORDINATING ALL SUBCONTRACTORS, SUPPLIERS, AND VENDORS.17. THE CONTRACTOR SHALL MAINTAIN SUPERVISION ON SITE WHENEVER WORK IS BEING PERFORMED.18. THE CONTRACTOR SHALL COORDINATE ALL OWNER OR TENANT SUPPLIED ITEMS, AND INCORPORATE THE INSTALLATION INTO THE

CONSTRUCTION SCHEDULE, VERIFY THE SCOPE OF SUCH ITEMS PRIOR TO BID SUBMITTAL. APPLY AND/OR INSTALL ALL PRODUCTS AND MATERIALSACCORDING TO THE MANUFACTURER'S PUBLISHED INSTRUCTIONS.

19. THE CONTRACTOR SHALL NOT ALLOW ON THE PROJECT, ANY MATERIALS CONTAINING ASBESTOS, PETROLEUM OR PCB. ALL FIREPROOFINGMUST LIKEWISE BE FREE OF THE ABOVE DESCRIBED MATERIALS.

20. ALL INTERIOR FINISHES SHALL COMPLY W/ CURRENT IRC CODE FOR FLAME SPREAD RESTRICTIONS. ALL INTERIOR FINISHES TO BE SUPPLIED AND/ORAPPROVED BY CLIENT, U.O.N. ALL WALL SURFACES TO BE PAINTED SHALL BE AN ENAMEL INTERIOR WALL PAINT. TWO COAT APPLICATION(COLOR AS PER OWNER)

21. MAINTAIN FIRE RATING AT ALL PENETRATIONS OF RATED WALL ASSEMBLIES, IF ANY, I.E. MECHANICAL AND ELECTRICAL SERVICE RUNS.22. SEE FLOOR PLAN FOR DIMENSIONS FOR EXACT LOCATIONS OF WALLS, WINDOWS, DOORS, ETC. DO NOT SCALE DRAWINGS.23. ALL WINDOW AND DOOR SIZES ARE NOMINAL. VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS.24. THE CONTRACTOR SHALL EXPEDITE THE DELIVERY OF LONG LEAD TIME ITEMS TO INSURE DELIVERY CONFORMING TO THE CONSTRUCTION

SCHEDULE. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL EQUIPMENT, FIXTURES, APPLIANCES, FURNISHINGS, ETC. UNLESS SPECIFICALLYNOTED OTHERWISE ON THE CONTRACT DOCUMENTS. MANUFACTURERS INSTALLATION INSTRUCTIONS AND SPECIFICATIONS SHALL BE STRICTLYADHERED TO, AND ARE CONSIDERED A PART OF THE CONTRACT DOCUMENTS.

25. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL OF ARCHITECT FOR SUBSTITUTIONS MADE IN SPECIFIED EQUIPMENT, MATERIALS AND COLORS.OWNER TO COORDINATE ALL MATERIAL AND FINISH SAMPLES WITH CONTRACTOR ALONG WITH ALL EQUIPMENT SPECIFICATIONS PRIOR TOORDERING AND INSTALLATION.

26. THE CONTRACTOR WILL PATCH, REPAIR OR REPLACE EXISTING WORK DAMAGED BY NEW CONSTRUCTION.27. THE CONTRACTOR WILL PROVIDE THE NECESSARY TEMPORARY CLOSING OF ALL NEW OPENINGS IN WALLS OR ROOF AT END OF EACH DAY'S

WORK TO KEEP BUILDING WEATHER TIGHT AND SECURE.28. THE CONTRACTOR WILL PROVIDE ADEQUATE PROTECTION TO ALL EXISTING WORK FURNISHINGS AND FIXTURES THAT ARE TO BE RETAINED, SO

THAT THEY WILL NOT BE DAMAGED.29. THE CONTRACTOR SHALL PROVIDE ANY TEMPORARY UTILITIES INCLUDING ELECTRICAL, WATER, AND TELEPHONE REQUIRED FOR THE COMPLETION

OF THE PROJECT.30. THE CONTRACTOR SHALL PROVIDE AT ALL TIMES PROTECTION FROM WEATHER AND EXCESSIVE DUST THAT MAY IN ANY WAY DAMAGE THE

WORK, MATERIALS, FIXTURES, EQUIPMENT, OR PRESENT DANGER TO PERSONNEL. ANY WORK UNDER CONTRACT BY G.C. DAMAGED BY AFAILURE TO PROVIDE ADEQUATE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK OR EQUIPMENT AT THE CONTRACTORSEXPENSE.

31. ALL WORK DONE BY THE CONTRACTOR, SUBCONTRACTORS, VENDORS, AND SPECIALTY CONTRACTORS SHALL EXERCISE DUE CARE AND SKILL INPERFORMING ALL WORK IN REGARDS TO THE PROJECT. ALL WORK SHALL BE DONE IN A NEAT WORKMANLIKE PROFESSIONAL MANNER AND INACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND RULES.

32. THE JOB SITE SHALL REMAIN FREE FROM RUBBISH AND DEBRIS. DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL CONFORM TO BUILDINGREGULATIONS.

33. EACH CONTRACTOR SHALL PROTECT THE WORK OF OTHER CONTRACTORS. ANY CONFLICTS ARE TO BE RESOLVED BETWEEN THE CONTRACTORSINVOLVED AND ANY WORK DAMAGED SHALL BE REPLACED BY THE CONTRACTOR CAUSING THE DAMAGE. THE ARCHITECT AND OWNER SHALLBE NOTIFIED OF SUCH CONFLICTS.

34. UPON COMPLETION OF THE PROJECT, ISSUANCE OF THE OCCUPANCY CERTIFICATE AND ACCEPTANCE BY THE OWNER, THE CONTRACTORSHALL PROVIDE THE OWNER WITH ALL EQUIPMENT MAINTENANCE AND INSTRUCTION MANUALS AND WARRANTIES.

35. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH A SET OF "AS BUILT" MARKED PLANS, IF REQUESTED,THE ELECTRICAL CONTRACTORS DRAWINGS SHALL BE INCLUDED. THESE DRAWINGS SHALL BE TRANSMITTED TO THE OWNER.

36. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL WORK, EQUIPMENT, FIXTURES, DOORS, WINDOW PROTECTION, HARDWARE, ETC. FORA PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION AS EVIDENCE BY THE CERTIFICATE OF OCCUPANCY UNLESS OTHERWISE REQUIRED (5YR. MIN. FOR A/C COMPRESSORS-COORD. W/ OWNER).

37. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OFANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY.

38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY WORK THAT IS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE CORRECTION OF FAULTY WORKMANSHIP OR MATERIALS WITHIN THE WARRANTY PERIOD.THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE CORRECTION OF WORK THAT HAS BEEN ABUSED OR NEGLECTED BY THE OWNER OR HISREPRESENTATIVES.

FRAMING NOTES:1. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR GRADED NO. 2 AND BETTER, UNLESS NOTE OTHERWISE IN THE STRUCTURAL PLANS AND DETAILS.2. GENERAL NAILING SHALL COMPLY WITH THE TABLE AS LISTED IN THE PLANS.3. WHEN CEMENT, FIBER-CEMENT, OR GLASS MAT GYPSUM BACKERS ARE USED AS A WATER-RESISTANT BACKING FOR TILE OR WALL PANELS FOR TUBS, SHOWERS, OR WATER CLOSET COMPARTMENT WALLS, IT SHALL BE

INSTALLED TO A HEIGHT OF 72" ABOVE THE DRAIN INLET.4. ALL GLASS SLIDING DOORS, SHOWER ENCLOSURES, AND WINDOWS WITHIN 60 INCHES OF WET WALKING SURFACES SHALL BE TEMPERED.5. ANY WINDOWS AT STAIRWAYS, STAIRWAY LANDINGS, OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE SHALL BE

TEMPERED.6. ANY WINDOW WITHIN 2'-0" OF A DOOR SWING SHALL BE TEMPERED.7. THIS PLAN DOES NOT PROVIDE COMPLETE FLASHING AND WATERPROOFING DETAILS. THE PREPARER OF THESE PLANS AND/OR ENGINEER(S) DO NOT REPRESENT THEMSELVES TO BE EXPERTS IN THE FIELD OF

WATERPROOFING. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND/OR THE ROOFING/DECKING SUB-CONTRACTOR TO PROVIDE THE NECESSARY STANDARD OF CARE, WORKMANSHIP, & MATERIALSTO COMPLETE THE ROOF/DECK CONSTRUCTION WITH A WATER-TIGHT CONDITION. ROOF AND/OR DECK DRAINAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ONTO THE EXTERIOR FINISH OF THESTRUCTURE.

ELECTRICAL NOTES:1. IN NEW CONSTRUCTION SMOKE AND/OR CARBON MONOXIDE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP AND LOW

BATTERY SIGNAL. SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OFONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.

2. ALL RECESSED LIGHTING TO BE SEALED AIR-TIGHT.3. WHERE SURFACE-MOUNTED INCANDESCENT FIXTURES ARE INSTALLED, REINFORCE ELECTRICAL BOXES TO ACCOMMODATE THE INSTALLATION OF A CEILING FAN.4. ALL 15- AND 20-AMPERE RECEPTACLE OUTLETS SHALL BE EQUIPPED WITH ARC-FAULT CIRCUIT INTERRUPTERS.5. EXHAUST FANS INSTALLED IN BATHROOMS SHALL BE CAPABLE OF PROVIDING A MINIMUM OF 5 AIR CHANGES PER HOUR.6. A DEDICATED 20A. CIRCUIT SHALL BE INSTALLED TO SUPPLY THE REQUIRED BATHROOM OUTLETS. THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC., WITH THE EXCEPTION BEING WHERE THE

CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE PERMITTED TO BE SUPPLIED.

PLUMBING NOTES:1. SINK FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 2.2 G.P.M.2. WATER CLOSETS SHALL HAVE A MAXIMUM 1.28 GALLON/FLUSH.3. PRESSURE TEMPERATURE BALANCED VALVES AT ALL TUB / SHOWER COMBINATIONS TO BE SET AT A MAXIMUM 120 DEGREES FAHRENHEIT. WATER HEATER SHOULD NOT BE USED TO ADJUST THE TEMPERATURE AT SHOWER

VALVES.4. SHOWER HEADS TO HAVE A MAXIMUM FLOW OF 2.5 G.P.M.5. SHOWERS TO MAINTAIN A MINIMUM INTERIOR CLEARANCE OF 30" IN DIAMETER.6. ANTI-HAMMER DEVICES TO BE INSTALLED AT THE WASHING MACHINE AND AT THE DISHWASHING MACHINE.7. HOT WATER AND WATER USAGE SHALL COMPLY WITH LOCAL AND/OR STATE ENERGY-SAVING MEASURES.

MECHANICAL NOTES:1. HEATING FACILITIES SHALL BE CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 70 DEGREES FAHRENHEIT AT A POINT OF 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS.2. TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3'-0" FROM PROPERTY LINES OR ANY OPENINGS INTO THE BUILDING (I.E. DRYERS, BATH AND UTILITY FANS, ETC. MUST BE 3'-0" AWAY FROM

DOORS, WINDOWS, SKYLIGHTS, AND ATTIC VENTS).

MACHINE NAILING NOTES:1. MACHINE NAILING IS SUBJECTED TO APPROVAL BY THE PROJECT STRUCTURAL ENGINEER. MACHINE NAILING IS SUBJECT TO DEMONSTRATION OF CONTINUOUS SATISFACTORY JOBSITE PERFORMANCE. IF NAIL HEADS

PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND HAMMER OR MINIMUM EDGES DISTANCE ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY.

1 MASTER BATH INTERIOR ELEVATIONS

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A5.0

1. JOIST TO SILL OR GIRDER

CONNECTION FASTENING a,m LOCATION

3-8d COMMON (2-1/2"x0.131")3-3" x 0.131" NAILS3-3" 14 GAGE STAPLES

2. BRIDGING TO JOIST 2-8d COMMON (2-1/2"x0.131")2-3" x 0.131" NAILS2-3" 14 GAGE STAPLES

TOENAIL

TOENAIL EACH END

3. 1" x 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (2-1/2"x0.131") FACE NAIL

4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST 3-8d COMMON (2-1/2"x0.131") FACE NAIL

5. 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3-1/2"x0.162") BLIND & FACE NAIL

6. SOLE PLATE TO JOIST OR BLOCKING 16d (3-1/2"x0.135") AT 16" O.C.3"x0.131" NAILS AT 8" O.C.3" 14 GAGE STAPLES AT 12" O.C.

TYPICAL FACE NAIL

3"-16d (3-1/2"x0.135") AT 16"4-3"x0.131" NAILS AT 16"4-3" 14 GAGE STAPLES PER 16"

BRACED WALLPANELS

SOLE PLATE TO JOIST OR BLOCKING AT BRACEDWALL PANEL

7. TOP PLATE TO STUD 2-16d COMMON (3-1/2"x0.162")END NAIL3-3"x0.131" NAILS

3-3" 14 GAGE STAPLES

8. STUD TO SOLE PLATE 4-8d COMMON (2-1/2"x0.131")TOENAIL4-3"x0.131" NAILS


2-16d COMMON (2-1/2"x0.162")END NAIL3-3"x0.131" NAILS


9. DOUBLE STUDS 16d (3-1/2"x0.135") AT 24" O.C.3-3" x 0.131" NAILS AT 8" O.C.2-3" 14 GAGE STAPLES AT 8" O.C.

FACE NAIL

10. DOUBLE TOP PLATES 16d (301/2"x0.135") AT 16" O.C.TYPICAL FACE NAIL3"x0.131" NAIL AT 12" O.C.

3" 14 GAGE STAPLE AT 12" O.C.

8-16d COMMON (3-1/2"x0.162")LAP SPLICE12-3"x0.131" NAILS


11. BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d COMMON (2-1/2"x0.131")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

TOENAILTOP PLATE

12. RIM JOIST TO TOP PLATE 8d (2-1/2"x0.131") AT 6" O.C.3"x0.131" NAIL AT 6" O.C.3" 13 GAGE STAPLE AT 6" O.C.

TOENAIL

13. TOP PLATES, LAPS, AND INTERSECTIONS 2-16d COMMON (3-1/2"x0.162")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

FACE NAIL

14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3-1/2"x0.162") 16" O.C. ALONGEDGE

15. CEILING JOISTS TO PLATE 3-8d COMMON (2-1/2"x0.131")5-3"x0.131" NAILS5-3" 14 GAGE STAPLES

TOENAIL

16. CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2"x0.131") TOENAIL

17. CEILING JOISTS, LAPS OVER PARTITIONS

CONNECTION FASTENING a,m LOCATION

3-16d COMMON (3-1/2"x0.162")MINIMUM, TABLE 2308.10.4.14-3"x0.131" NAILS

FACE NAIL(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)


18. CEILING JOISTS PARALLEL RAFTERS 3-16d COMMON (3-1/2"x0.162")TABLE 2308.10.4.14-3"x0.131" NAILS

FACE NAIL(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)


19. RAFTER TO PLATE 3-8d COMMON (2-1/2"x0.131")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

TOENAIL(SEE SECTION 2308.10.1, TABLE 2308.10.1)

20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2-8d COMMON (2-1/2"x0.131")2-3"x0.131" NAILS3-3" 14 GAGE STAPLES

FACE NAIL

21. 1"x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2"x0.131") FACE NAIL

22. WIDER THAN 1"x8" SHEATHING TO EACH BEARING 3-8d COMMON (2-1/2"x0.131") FACE NAIL

23. BUILT-UP CORNER STUDS 16d COMMON (3-1/2"x0.162")3"x0.131" NAILS3" 14 GAGE STAPLES

24" O.C.16" O.C.16" O.C.

24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4"x0.192") 32" O.C. FACE NAIL AT TOP &3"x0.131" NAIL AT 24" O.C.3" 14 GAGE STAPLE AT 24" O.C.

2-16d COMMON (2-1/2"x0.162")FACE NAIL AT ENDS3-3"x0.131" NAILS


BOTTOM STAGGEREDON OPPOSITE SIDES

& AT EACH PLATE

25. 2" PLANKS 16d COMMON (3-1/2"x0.162") AT EACH BEARING

26. COLLAR TIE TO RAFTER 3-10d COMMON (3"x0.148")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

27. JACK RAFTER TO HIP 3-10d COMMON (3"x0.148")TOENAIL4-3"x0.131" NAILS


2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS


28. ROOF RAFTER TO 2-BY RIDGE BEAMTOENAIL

2-16d COMMON (3-1/2"x0.162")FACE NAIL3-3"x0.131" NAILS


2-16d COMMON (3-1/2"x0.162")3-3"x0.131" NAILS3-3" 14 GAGE STAPLES

29. JOIST TO BAND JOIST 3-16d COMMON (3"x0.162")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

30. LEDGER STRIP 3-16d COMMON (3"x0.162")4-3"x0.131" NAILS4-3" 14 GAGE STAPLES

FACE NAIL

31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD 1/2" AND LESSSUBFLOOR, ROOF, AND WALL SHEATHING (TO

b

FRAMING)

6d c,1

2-3/8"x0.113" NAIL n

1-3/4" 16 GAGE o

1-3/4" 16 GAGE o

19/32" TO 3/4" 8d OR 6dd c

2-3/8"x0.113" NAIL p

2" 16 GAGE p

7/8" TO 1" 8dc

1-1/8" TO 1-1/4" 10d OR 8dd d

SINGLE FLOOR (COMBINATION SUBFLOOR- 3/4" AND LESSUNDERLAYMENT TO FRAMING)

6d e

8d7/8" TO 1" e

1-1/8" TO 1-1/4" 10d OR 8dd e

32. PANEL SIDING (TO FRAMING) 1/2" OR LESS 6d f

5/8" 8d f

33. FIBERBOARD SHEATHING 1/2"g NO. 11 GAGE ROOFING NAIL h

6d COMMON NAIL (2"x0.113")NO. 16 GAGE STAPLE i

NO. 11 GAGE ROOFING NAIL25/32" h

8d COMMON NAIL (2/1-2"x0.131")NO. 16 GAGE STAPLE i

34. INTERIOR PANELING 1/4" 4d j

3/8" 6d k

a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.b. NAILS SPACE AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT

SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TOBE COMMON, BOX, OR CASING.

c. COMMON OR DEFORMED SHANK (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").d. COMMON (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").

FOR SI: 1 INCH = 25.4 mm.

e. DEFORMED SHANK (6d - 2"x0.113"; 8d - 2-1/2"x0.131"; 10d - 3"x0.148").f. CORROSION-RESISTANT SIDING (6d - 1-7/8"x0.106"; 8d - 2-3/8"x0.128")

OR CASING (6d - 2"x0.099"; 8d - 2-1/2"x0.113") NAIL.g. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS,

WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ONCENTER AT INTERMEDIATE SUPPORTS FOR NON-STRUCTURAL APPLICATIONS.

h. CORROSION-RESISTANT ROOFING NAILS WITH 7/16-INCH DIAMETER HEAD AND 1-1/2-INCH LENGTH FOR 1/2-INCHSHEATHING AND 1-3/4-INCH LENGTH FOR 25/32-INCH SHEATHING.

i. CORROSION-RESISTAN STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1-1/8-INCH LENGTH FOR 1/2-INCHSHEATHING AND 1-1/2-INCH LENGTH FOR 25/32-INCH SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES IFSTRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).

j. CASING (1-1/2"x0.080") OR FINISH (1-1/2"x0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES ATINTERMEDIATE SUPPORTS.

k. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES ATINTERMEDIATE SUPPORTS.

l. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2-1/2"x0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURALPANELS.

m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16-INCH.n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE

SUPPORTS.o. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL

SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING.p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.

VENTILATION CALCULATIONS:

1st LEVEL ATTIC SPACE (2,497 SQ. FT.)

*NOTE: SEE DTL. 8/ A4.1 FOR VENT DETAIL.

TABLE 2304.9.1 NAILING SCHEDULE

KITCHEN INTERIOR ELEVATIONS1

2ND LEVEL ATTIC SPACE (2,613 SQ. FT.)PROVIDE MIN. (4) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.)

BELOW THE ROOF RIDGE (40% OF TOTAL ATTIC): (998.8 ÷ 300 = 3.33 SQ. FT. OF REQUIRED VENTILATION --

PROVIDE MIN. (12) NEW 15" x 4" *VENTS (.42 SQ. FT. EA.)

5.04 SQ. FT. PROVIDED)

PROVIDE MIN. (4) 16"x8" EYEBROW VENTS (0.89 SQ. FT. EA.) AT POINTS LOCATED

BELOW THE ROOF RIDGE (40% OF TOTAL ATTIC): (1,045.2 ÷ 300 = 3.48 SQ. FT. OF REQUIRED VENTILATION -- 3.56 SQ. FT. PROVIDED)

(1,567.2 ÷ 300 = 5.23 SQ. FT. OF REQUIRED VENTILATION -- 5.46 SQ. FT. PROVIDED)

ISLANDFIN. FLR.

FINISHEDCLG.

VIEW "AA"1/4"=1'-0"

VIEW "BB"1/4"=1'-0"

FIN. FLR. ISLAND

FINISHEDCLG.

D

D

ISLANDFIN. FLR.

FINISHEDCLG.

VIEW "CC"1/4"=1'-0"

SECTION "DD"

COUNTER TOP

VARIESPER PLAN

FIN. FLR.

BASEPARTITION

BASE CAB.

NO SCALE

BUILDING THERMAL ENVELOPE (TYP.)

ATTIC

CONDITIONED SPACE

ABOVE GRADE WOOD FRAMEWALL / R-21.0

CEILINGS &ROOFS / R-49.0

WINDOWS / U 0.32

DOORS / U 0.36

AIR LEAKAGE CHECKLIST CHART

BARRIER AND THERMAL BARRIER ALIGNMENT

BARRIER

AIR BARRIER IN ALIGNMENT WITH THETHERMAL BARRIER (INSULATIION.)

ATTIC AIR SEALING TOP PLATES AND WALL-TO-CEILINGCONNECTIONS ARE SEALED.

ATTIC KNEEWALLS AIR BARRIER IS INSTALLED AT THEINSULATED BOUNDARY (KNEEWALLTRANSITION OR ROOF, AS APPROPRIATE)

DUCT SHAFT/ PIPING SHAFT AND PENETRATIONS OPENINGS FROM ATTIC TO CONDITIONEDSPACE ARE SEALED.

DROPPED CEILING/ SOFFIT AIR BARRIER IS FULLY ALIGNED WITHINSULATION; ALL GAPS ARE FULLY SEALED

STAIRCASE FRAMING AT EXTERIOR WALL/ ATTIC AIR BARRIER IS FULLY ALIGNED WITHINSULATION; ALL GAPS ARE FULLY SEALED

PORCH ROOF AIR BARRIER IS INSTALLED AT THE INTERSECTIONOF THE PORCH ROOF AND EXTERIOR WALL

FLUE OR CHIMNEY SHAFT OPENING AROUND FLUE IS CLOSED WITH FLASHING,AND ANY REMAINING GAPS ARE SEALED WITHFIRE-RATED CAULK OR SEALANT

ATTIC ACCESS/ PULL DOWN STAIR ATTIC ACCESS PANEL OR DROP-DOWN STAIR ISFULLY GASKETED FOR AN AIR-TIGHT FIT

RECESSED LIGHTING FIXTURES ARE PROVIDED WITH AIR-TIGHTASSEMBLY OR COVERING.

DUCTS ALL DUCTS SHOULD BE SEALED, ESPECIALLY INATTICS, VENTED CRAWLSPACES, AND RIM AREAS

WHOLE HOUSE FAN PENETRATION AT ATTIC AN INSULATED COVER IS PROVIDED THAT ISGASKETED OR SEALED TO THE OPENING FROMEITHER THE ATTIC SIDE OR CEILING SIDE OF THE FAN.

EXTERIOR WALLS SERVICE PENETRATIONS ARE SEALED AND AIRSEALING IS IN PLACE BEHIND OR AROUNDSHOWER/ TUB ENCLOSURES, ELECTRICAL BOXES,SWITCHES, AND OUTLETS ON EXTERIOR WALLS.

FIREPLACE WALL AIR SEALING IS COMPLETED IN FRAMED SHAFTBEHIND THE FIREPLACE OR AT FIREPLACE SURROUND

GARAGE / LIVING SPACE WALLS AIR SEALING IS COMPLETED BETWEEN GARAGE ANDLIVING SPACE. PASS-THROUGH DOOR IS WEATHERSTRIPPED.

CANTILEVERED FLOOR CANTILEVERED FLOORS ARE AIR SEALED ANDINSULATED AT PERIMETER OR JOIST TRANSITION.

RIM JOISTS, SEAL PLATE, FOUNDATION, RIM JOISTS ARE INSULATED AND INCLUDE ANAIR-BARRIER. JUNCTION OF FOUNDATION AND SILLPLATE IS SEALED. PENETRATIONS THROUGH THEBOTTOM PLATE ARE SEALED. ALL LEAKS ATFOUNDATIONS, FLOOR JOISTS, AND FLOORPENETRATIONSS ARE SEALED. EXXPOSED EARTH INCRAWLSPACE IS COVERED WITH CLASS 1 VAPORRETARDER OVERLAPPED AND TAPED AT SEAMS.

AND FLOOR

WINDOWS AND DOORS SPACE BETWEEN WINDOW/ DOOR JAMBS ANDFRAMING IS SEALED.

COMMON WALLS BETWEEN ATTACHED THE GAP BETWEEN A GYPSUM SHAFT WALL (I.E.COMMON WALL) AND THE STRUCTURAL FRAMINGBETWEEN UNITS IS SEALED.

DWELLING UNITSBASEMENTFLOOR / R-5.0

AT POINTS LOCATED NO MORE THAN 3'-0" VERTICALLY

3.56 SQ. FT. PROVIDED)

AT NEW ATTIC SPACE EAVES (60% OF TOTAL ATTIC): (1,498.2 ÷ 300 = 4.99 SQ. FT. OF REQUIRED VENTILATION --

NO MORE THAN 3'-0" VERTICALLY

PROVIDE MIN. (13) NEW 15" x 4" *VENTS (.42 SQ. FT. EA.) AT NEW ATTIC SPACE EAVES (60% OF TOTAL ATTIC):

ICF WALLS, R-32

ICF WALLS, R-32

FOUND WALL/R-10 MIN. 24"BELOW GRADE

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160219

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1. ALL LIGHTING IS INCANDESCENT, U.O.N.2. REINFORCE ALL CEILING-MOUNT ELECTRICAL BOXES FOR

SURFACE-MOUNT LIGHT FIXTURES TO ACCOMMODATE FUTURECEILING FAN INSTALLATION.

3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCIPROTECTION ARE INSTALLED AT COUNTER-HEIGHT, U.O.N.

4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE

INSTALLATION w/ OWNER.6. SEE SHT's. A5.0 & A5.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

GFCI

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110V DUPLEX OUTLET110V CELING OUTLET220V DEDICATED OUTLET

SURFACE-MOUNTED INCANDESCENT FIXTUREDISPOSALEXHAUST FANEXHAUST FAN / RECESSED LIGHT FIXTURE

FLUORESCENT FIXTURE 2'x4'

GROUND FAULT CIRCUIT INTERRUPT DESIGNATIONRECESSED LIGHT FIXTURESMOKE DETECTORSMOKE/CARBON MONOXIDE DETECTOR COMBOSWITCH w/ TYPE DESIGNATIONWALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING

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LIBRARY/PLAY ROOM

OPEN TOGREAT ROOM

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GENERAL NOTES:






GFCI

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E PROP. LINE T C PROP. LINE E BRAUER RESIDENCE T I H C R ...83'-0" 57'-0" 8'-0" 13'-61 21'-5 48'-0"...

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Transcript of E PROP. LINE T C PROP. LINE E BRAUER RESIDENCE T I H C R ...83'-0" 57'-0" 8'-0" 13'-61 21'-5 48'-0"...