SOMBRERO KITCHEN ADDITION - callowaydesign.net · SOMBRERO KITCHEN ADDITION 5375 Sombrero Street...

SOMBRERO KITCHEN ADDITION

5375 Sombrero Street

Littleton, Colorado 80123

SUBMITTAL DATE / DESCRIPTION:

1. December 11, 2018 - HOA Submittal

Rev 1 (Remove Ext Wet Bar & Patio)

2. February 13 - Permit Set Issued

PREPARED FOR: PROSPECT 30 EIGHT CONSTRUCTION

PREPARED BY:

SYMBOLS ABBREVIATIONS

1

2

3

4

X

X

X

AX.X

X

AX.X

X

AX.X

100'-0"

AFF

100A

HALLWAY

142

TRUE NORTH ARROW

WINDOW TYPE

EXTERIOR BUILDING

ELEVATION REFERENCE

INTERIOR ELEVATION

REFERENCE

BUILDING/WALL SECTION

REFERENCE

DETAIL REFERENCE

CASEWORK TYPE

DETAIL REFERENCE

CEILING HEIGHT

REFERENCE

VERTICAL ELEVATION

REFERENCE

ROOM DESIGNATION

REFERENCE

WALL TYPE

DOOR DESIGNATION

REFERENCE

FURNITURE TYPE

SURFACE OR PENDANT MOUNTED

LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

EARTH

POROUS FILL

(STONE, GRAVEL, ETC.)

DEMOLISH WALL

NEW WALL

CONCRETE

WOOD, ROUGH (OR SHIMMING

OR BLOCKING)

FIRE-RETARDANT PLYWOOD

INSULATION (LOOSE OR BATT)

INSULATION (RIGID)

METAL STUD PARTITION

ACOUSTICAL TILE

GLASS (SMALL SCALE)

CENTERLINE

GYPSUM BOARD

AX.X

X

AX.X

X

1b

AFF10'-0"

X

CL

GENERAL CONSTRUCTION NOTES

1. COMPLY WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. OBTAIN AND PAY

FOR ALL PERMITS AND LICENSES REQUIRED. WHEN REQUIRED BY CODE, ALL WORK

MUST BE INSPECTED AND APPROVED BY LOCAL AUTHORITIES.

2. CONTRACTOR SHALL VERIFY ALL CONDITIONS BEFORE COMMENCEMENT OF WORK

AND REPORT ALL DISCREPANCIES TO THE OWNER AND DESIGNER. THE DRAWINGS

REFLECT CONDITIONS AS CAN REASONABLY BE INFERRED FROM VISIBLE CONDITIONS,

OR FROM DRAWINGS & INFORMATION FURNISHED BY OWNER, BUT CANNOT BE

GUARANTEED.

3. ALL DIMENSIONS SHOULD BE CALCULATED, NEVER SCALED, AND SHALL BE VERIFIED

BY THE CONTRACTOR PRIOR TO CONSTRUCTION. DIMENSIONS SHOWN ON PLANS ARE

FROM CORE/STUD FINISHED FACE.

4. CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND IS RESPONSIBLE FOR

INCORPORATING ALL REASONABLY INFERABLE CONDITIONS INTO THE WORK. NO CLAIM

FOR ADDITIONAL COMPENSATION OR TIME BASED ON UNFAMILIARITY OF VISIBLE OR

REASONABLY INFERABLE CONDITIONS, WILL BE CONSIDERED. CONTRACTOR

WARRANTS TO THE OWNER THAT THE SITE AND EXISTING CONDITIONS HAVE BEEN

SURVEYED PRIOR TO SUBMITTING A FINAL CONTRACT PRICE. DISCREPANCIES ARE TO BE

REPORTED TO THE OWNER.

5. CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN, FREE AND CLEAR OF

DEBRIS AND SHALL MINIMIZE AND CLEARLY MARK ALL PHYSICAL HAZARDS.

EMERGENCY EGRESS PATHS MUST BE MAINTAINED AT ALL TIMES.

6. CONTRACTOR SHALL KEEP THE SITE SECURE AND FREE OF UNAUTHORIZED PERSONS,

AND KEEP ALL EXPOSED, EXISTING CONDITIONS, SECURE FROM VANDALISM OR THEFT.

7. ALL MATERIALS STORED ON SITE SHALL BE STORED PER MANUFACTURER'S

RECOMMENDATIONS.

BRICK

EXTEQP

ENTEQ

ELECELECEA

OPG

OC

OHOD

OA

NTS

NO

NRCNOM

NIC(N)

DN

DWGDTL

(E)

DS

DEMODIMDBL

MT

MISCMIN

MAT

MAX

STRUC

SEC

SQ

STOSTD

SOGSPEC

SIM

SHTSHTH

SCH

RVL

RINS

RORM

REQ

REMRE

PL

QTY

PWD

PSF

PTN

PSI

PNT(D)

PR

PT

PD

LLLT

INT

INID

INSINFOINCL

FLR (G)

GC

FND

FOS

FLG

FTGFT

FFE

CAB

CKTCLGCLOCLRCMCMUCNTRCOLCONCCONSTCONTCONTRCOORD

CTCTRCWX

BDBETBINSBLDG

BLK(G)BMBOTBRGBRKBSBSMTBURBWBO

ADADDADJADJSTAFF

ALTAPAPPROXAUTO

FOC

FOW

NOT IN CONTRACT

OUTSIDE DIAMETER

NOISE REDUCTION COEFFICIENT

EACH

ENTRANCEELECTRIC (AL)

EQUALEQUIPMENT

ELEVATION

EXTERIOR

ELECTRICAL CONTRACTOR

OPENING

OVERHEAD

ON CENTER (S)OVERALL

NOT TO SCALE

NOMINALNUMBER

MATERIAL (S)

NEW

MOUNT (ED/ING)

DETAILDOWN SPOUT

DOUBLEDIMENSION

DOWN

EXISTING

DRAWING

DEMOLISH/DEMOLITION

MISCELLANEOUSMINIMUMMAXIMUM

STRUCTURAL

SECTION

SQUARE

STORAGESTANDARD

SHEATHING

SPECIFICATION (S)SLAB ON GRADE

SHEET

SIMILAR

SCHEDULE

REVEAL

REFERENCE/REFER TO

RIGID INSULATION

ROUGH OPENINGROOM

REQUIRE

REMOVE

POUNDS PER SQUARE INCHPOUNDS PER SQUARE FOOT

PLATE

QUANTITY

PLYWOOD

PAINT (ED)

PARTITION

PAIR

PAVER TILE

POCKET DOOR

FINISHED FLOOR ELEVATION

LIGHTLIVE LOAD

INCLUDE (D/ING)

INSIDE DIAMETER

INFORMATIONINSULATE (D/ION)INTERIOR

INCH (ES)

GENERAL CONTRACT (OR)

FOUNDATION

FACE OF STUD

FLOOR (ING)

FOOT/FEET

FLASHING

FOOTING

CABINET

CRICKETCEILINGCLOSETCLEAR (ANCE)(S) CONCRETE MASONRY

CENTERCOLUMNCONCRETECONSTRUCTION

CONTINUOUS/CONTINUE

CONTRACT (OR)COORDINATECERAMIC TILECOUNTERCASEWORK

BOARDBETWEENBATT INSULATIONBUILDING

BLOCK (ING)BEAM OR BENCH MARKBOTTOMBEARINGBRICKBOTH SIDESBASEMENTBUILT UP ROOFINGBOTH WAYSBOTTOM OF

ACCESS DOORADDENDUMADJACENTADJUSTABLEABOVE FINISHED FLOOR

ALTERNATEACCESS PANEL

APPROXIMATE (LY)

AUTOMATIC

CONCRETE MASONRY UNIT

FACE OF CONCRETE

FACE OF WALL

OFOI

OFCI OWNER FURNISHED/

CONTRACTOR INSTALLEDOWNER FURNISHED/

OWNER INSTALLED

REVISION1 AHJ AUTHORITIES HAVING

JURISDICTION

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLEDCFOI CONTRACTOR FURNISHED

OWNER INSTALLED

GPDW GYPSUM DRY WALL

HT HEIGHT

SCOPE OF WORK

THE PROJECT CONSIST OF A PROPERTY CONTAINTING AN EXISTING 3,168 SQUARE FOOT

SINGLE STORY SINGLE FAMILY DWELLING. THE PROPOSED SCOPE IS TO EXTEND THE

EXISTING KITCHEN APPROXIMATELY 14'-2" TO MATCH THE EXISTING LIVING ROOM

EXTERIOR WALL. PROPOSED TOTAL SQUARE FOOTAGE FOR THE ADDITION IS 300 (THREE

HUNDRED) SQUARE FEET. THE SITE IS LOCATED ON AT 5375 SOMBRERO STREET IN

LITTLETON, COLORADO 80123. THERE IS NO PROPOSED CHANGE IN OCCUPANCY TYPE.

RECMND RECOMMENDATION (NOT REQ'D)

Applicable Codes:

2015 International Residential Code (IRC)

2015 International Building Code (IBC)

2015 International Energy Conservation Code (IECC)

2015 International Fire Code (IFC)

2014 National Electrical Code (NEC)

Town of Bow Mar ACC Guidelines

PROJECT DATA

Proposed Total Area with New Addition:

3,4468 GSF

Building Height:

One story - Approximately 15'-5" average height from grade.

Top of building is sloping structure with the low point at

approximately 9' from grade and the high point at

approximately 15'-5" from grade.

Construction Type:

Type V-B - Per Chapter 6 of the IBC & Table 601

Occupancy Types:

Group 'R-3' - Single Family Dwelling

Fire Protection:

Non-sprinkled

BUILDING CODE SUMMARY

SITE ADDRESS:

5375 SOMBRERO STREET

LITTLETON, COLORADO 80123

ZONING DISTRICT:

TOWN OF BOW MAR: R-1

PRESENT USE:

EXISTING ONE STORY SINGLE FAMILY DWELLING UNIT

PROPOSED USE:

NO CHANGE FOR USE OF SPACE

EXISTING STRUCTURE:

3,168 GSF

PROPOSED ADDITION:

300 GSF

NEW PROPOSED TOTAL SQ FT

3,468 GSF

SITE AREA:

LOT AREA:

XX,XXX GSF (X.XX ACRES)

NEW LOT COVERAGE:

XX,XXX GSF(xx%)

ZONING ANALYSIS

Scale

Project number

Date

Drawn by

Checked by

SHEET DESCRIPTION:

SO

MB

RE

RO

KIT

CH

EN

AD

DIT

ION

537

5 S

OM

BR

ER

O S

TR

EE

T

LIT

TL

ET

ON

, C

OL

OR

AD

O 8

01

23

NOT FOR

CONSTRUCTION

PRELIMINARY

PE

RM

IT S

ET

-F

EB

RU

AR

Y 1

3,

2019

CO

PY

RIG

HT

2019 B

Y C

ALLO

WA

Y D

ES

IGN

, LLC

18.1101

REVISIONS

Team Information:

Owner: Mike Gioia

Ph: N/A

Designer: Calloway Design, LLC

Ph: (720) 226-7283

[email protected]

Struct Eng: Engenious LLC

Eric Crowley, PE

Ph: (720) 893-0533

MEP Engineer: N/A

Contractor: Prospect 38 Const.

Chris Moore

(970) 309-4170

[email protected]

THESE DWGs SHALL NOT, FOR ANY

REASON, BE REPRODUCED WITHOUT

PRIOR WRITTEN CONSENT FROM CDL

As indicated

T-1.0

TITLE SHEET

02.13.19

BSC

CDL

SHEET INDEXSHEET

NUMBER SHEET NAME

C-1.0 COVER SHEET

T-1.0 TITLE SHEET

A-1.0 SITE PLAN

A-1.1 DEMO & NEW FLOOR PLAN

A-1.2 ROOF PLAN

A-2.1 BUILDING ELEVATIONS

A-3.1 BUILDING SECTIONS & DETAILS

SITE VICINITY MAP

SITE

SOMBRERO STREET

No. Description Date

GARDEN

(E) FENCE

(E) GRAVEL

AC UNITS

23.8'

28

.3'

26.2' 4.1

' 5.9'

2.0

'

12.5' 2.0

'

6.3'

1.1

'

11.1'

1.1

'

21.7'

28

.0'

0.3'

24

.3'

22.5'

24

.1'

19.7'

12

.1'

4.1'4.1'

12

.1'

12.3'

(E) BRICK PATIO TO BE DEMO'D

AND (N) KITCHENADDED (SEE

ARCH PLANS)

(E) ONE-STORY

RESIDENCE

(E) CONC

(E) DRIVE

SOMBRERO DRIVE

37' - 4 1/8"

49' - 6 7/8"

120' -

2"

50' - 3 7/8"

WINDOW

WELLS

(E) GAS

METER

40' SETBACK

40

' SE

TB

AC

K

40

' SE

TB

AC

K

40' SETBACK

(E)

PR

OP

ER

TY

LIN

E

(E) PROPERTY LINE

(E)

PR

OP

ER

TY

LIN

E

(E) PROPERTY LINE

40' - 0"

40' -

0"

40' - 0"

64' -

2 1

/8"

LOT 5LOT 4

LOT 6

• ALL INFORMATION, AS IT RELATES TO EXISTING

CONDITIONS, WAS TAKEN DIRETLY FROM THE ILC

PROVIDED BY CLIENT. VERIFY ALL DIMENSIONS AND

OTHER INFORMATION AS IT RELATES TO THIS LOT

WITH THE ILC DRAWINGS AS PERFORMED BY

MATTHEW L. HUFFMAN, PLS DATED 11-1-18.

• MIN LOT AREA, MIN LOT FRONTAGE, MAX LOT

COVERAGE, AND MIN SETBACKS WERE TAKEN

DIRECTLY FROM THE TOWN OF BOW MAR MUNICIPLE

CODE AS OUTLINED IN CHAPTER 16.

• ANY UNDERGROUND UTILITES THAT ARE REQUIRED TO

ROUTE FROM EXISTING RESIDENCE TO PROPOSED ADU

UNIT SHALL BE INSTALLED SO AS TO MEET OR EXCEED

ALL APPLICALBLE LOCAL, STATE, AND NATIONAL CODES

• ALL DIMENSIONS SHOWN SHALL BE FIELD VERIFIED

AND NEVER SCALED. DIMENSIONS ARE BASED ON

DRAWINGS RECIEVED DIRECTLY FROM CLIENT AND

MAY NOT REPRESENT EXACT DIMENSIONS. FIELD

VERIFY ALL ASPECTS OF THE BUILDING ARE LEVEL AND

CONTRACTOR SHOULD VERIFY LOCATION WITH

OWNER PRIOR TO CONSTRUCTION. NO PORTION OF

THE BUILDING OR ASSOCIATED PARTS OF THE

BUILDING SHOULD IMPEDE ON THE SETBACKS AS SET

FORTH ON THIS SHEET.

GENERAL SITE PLAN NOTES

SITE ADDRESS:

5375 Sombrero Street

Littleton, Colorado 80123

ZONING DISTRICT:

TOWN OF BOW MAR: R-1

STRUCTURE(S):

Existing: 3,168 GSF

Proposed: 300 GSF

--------------------------------------

Total GSF: 3,468 GSF

LOT INFORMATION:

Lot Area:

50,438 GSF (1.16 ACRES)

Lot Coverage:

Existing: 3,168(6.3%)

New: 300 SqFt (0.6%)

Total: 3,468 (6.88%)

LOT REQUIREMENTS:

Min Lot Area (Or Max Density): N/A

Min Lot Frontage (reg lot/corner lot): N/A

Max Lot Coverage: 13% (For Lot Sizes 1.0-1.24 Acres)

Min Front/Rear Setback: 40'

Min Side Setback: 40'

PLOT DETAILS

Scale

Project number

Date

Drawn by

Checked by

SHEET DESCRIPTION:

SO

MB

RE

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537

5 S

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BR

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NOT FORCONSTRUCTION

PRELIMINARY

PE

RM

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-F

EB

RU

AR

Y 1

3,

2019

CO

PY

RIG

HT

2019 B

Y C

ALLO

WA

Y D

ES

IGN

, LLC

18.1101

REVISIONS

Team Information:

Owner: Mike Gioia

Ph: N/A


Ph: (720) 226-7283

[email protected]


Eric Crowley, PE

Ph: (720) 893-0533

MEP Engineer: N/A


Chris Moore

(970) 309-4170

[email protected]




As indicated

A-1.0

SITE PLAN

02.13.19

BSC

KCM

1" = 20'-0"2

SITE PLAN


DW

(E) LIVING ROOM

(E) KITCHEN

(E) PWDR RM

2

1

3

3

3

EXISTING RESIDENCE

NOT IN SCOPE

D

A-3.1

1

A-3.1

3' - 11"

(E) PWDR RM

(N) LIVING ROOM

(E) DINING

(E) GARAGE

A 1

1

EXISTING RESIDENCE

NOT IN SCOPE

2

8' - 9"19' - 1 1/4"

38' - 2 1/8"

3' -

10

1/4

"4

' -

8"

3' -

11

3/8

"4

' -

8"

14

' -

2"

5' - 7 1/4"9' - 3"

18' - 6 1/2"

3' - 3 3/4"9' - 3"

D

A-3.1

1

A-3.1

(N) RANGE(N) DBL

OVEN

K-SINK

(N) KITCHEN

(N) ISLAND

(N) ISLAND

(N) ISLAND SINK

REF

Scale

Project number

Date

Drawn by

Checked by

SHEET DESCRIPTION:

SO

MB

RE

RO

KIT

CH

EN

AD

DIT

ION

537

5 S

OM

BR

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O S

TR

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T

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ON

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OR

AD

O 8

01

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NOT FORCONSTRUCTION

PRELIMINARY

PE

RM

IT S

ET

-F

EB

RU

AR

Y 1

3,

2019

CO

PY

RIG

HT

2019 B

Y C

ALLO

WA

Y D

ES

IGN

, LLC

18.1101

REVISIONS

Team Information:

Owner: Mike Gioia

Ph: N/A


Ph: (720) 226-7283

[email protected]


Eric Crowley, PE

Ph: (720) 893-0533

MEP Engineer: N/A


Chris Moore

(970) 309-4170

[email protected]




1/4" = 1'-0"

A-1.1

DEMO & NEW FLOOR PLAN

02.13.19

BSC

KCM1/4" = 1'-0"1

DEMO PLAN1/4" = 1'-0"

2PROPOSED FLOOR PLAN

SHEET NOTES:

1. DEMO EXISTING EXTERIOR DOOR. FRAME IN OPENING AND

FINISH; GARAGE SIDE TO MATCH EXISTING, NEW KITCHEN SIDE

TO BE FINISHED WITH 1/2" DRYWALL-PAINT FINISH BY

OWNER/CONTRACTOR.

2. DEMO EXISTING EXTERIOR WINDOW. FRAME IN OPENING

AND FINISH; BATHROOM SIDE TO MATCH EXISTING, NEW

KITCHEN SIDE TO BE FINISHED WITH 1/2" DRYWALL-PAINT

FINISH BY OWNER/CONTRACTOR.

3, DEMO EXISTING WALL AND ASSOCIATED WINDOWS AND/OR

DOORS. SHORING AS REQUIRED PER STRUCTURAL DRAWINGS TO

CARRY THE LOAD OF THE EXISTING ROOF STRUCTURE DURING

CONSTRUCTION.

WINDOW SCHEDULE

TAG DESCRIPTION WIDTH HEIGHT QTY

1 Fixed 8' - 0" 3' - 0" 1

DOOR SCHEDULE

TAG DESCRIPTION WIDTH HEIGHT QTY

A Sliding-2 panel 11' - 6" 6' - 8" 1


(N) RIDGE

2 1

/2"

/ 1

'-0

"

4"

/ 1

'-0

"4

" / 1

'-0

"

4" / 1'-0"

4" / 1'-0"

4"

/ 1

'-0

"

4" / 1'-0"(N) HIP FRAMING

OFF EXISTING RIDGE

VERIFY (E) CONDITIONS

@ CONSTRUCT.

EXTEND (E) HIP FRAMING

(VERIFY (E) CONDITIONS @

CONSTRUCT.)

LINE OF BLDG

FOOTPRINT

REMOVE (E) ROOF FRAMING AND RE-

FRAME AS NECESSARY TO ALLOW ALL

ADJACENT ROOF PITCHES TO MATCH

EXISTING (4/12 SHOWN, BUT SHALL

BE VERIFIED DURING CONSTRUCT).

RE: STRUCTURAL DWGs

(E) RIDGE

(E)

RID

GE

(N) V

ALLEY

(VE

RIF

Y)

LINE OF BLDG

FOOTPRINT

APPX. LINE OF (E)

ROOF FRAMINGEXTEN

D (E) VALLEY

AS NECESSARY

NEW ROOF EAVE

Scale

Project number

Date

Drawn by

Checked by

SHEET DESCRIPTION:

SO

MB

RE

RO

KIT

CH

EN

AD

DIT

ION

537

5 S

OM

BR

ER

O S

TR

EE

T

LIT

TL

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ON

, C

OL

OR

AD

O 8

01

23

NOT FORCONSTRUCTION

PRELIMINARY

PE

RM

IT S

ET

-F

EB

RU

AR

Y 1

3,

2019

CO

PY

RIG

HT

2019 B

Y C

ALLO

WA

Y D

ES

IGN

, LLC

18.1101

REVISIONS

Team Information:

Owner: Mike Gioia

Ph: N/A


Ph: (720) 226-7283

[email protected]


Eric Crowley, PE

Ph: (720) 893-0533

MEP Engineer: N/A


Chris Moore

(970) 309-4170

[email protected]




1/4" = 1'-0"

A-1.2

ROOF PLAN

02.13.19

BSC

KCM

1/4" = 1'-0"1

ROOF PLAN


GRADE100' - 0"

T.O.P109' - 1 1/8"

HDR HT106' - 8"

(N) T.O.R115' - 5 3/32"

4"

/ 1

'-0

"

GRADE100' - 0"

T.O.P109' - 1 1/8"

HDR HT106' - 8"

(N) T.O.R115' - 5 3/32"

4"

/ 1

'-0

"

2 1/2" / 1'-0"

GRADE100' - 0"

T.O.P109' - 1 1/8"

HDR HT106' - 8"

BOARD AND BATTON

SIDING TO MATCH EXISTING

REPLACE EXISTING SHINGLES WITH NEW GAF

TIMBERLINE ARCHITECTURAL ASPHALT

SHINGLES. COLOR TO BE WEATHERED WOOD

OR SIMILAR (TYPICAL UNO)

NEW ROOF TO BE WEATHERED GAF

TIMBERLINE ARCHITECTURAL ASPHALT

SHINGLES. COLOR TO BE WEATHERED WOOD

SHINGLES OR SIMILAR (TYPICAL UNO)

1

A

(N) T.O.R115' - 5 3/32"

2 1

/2"

/ 1

'-0

"

4"

/ 1

'-0

"

GRADE100' - 0"

T.O.P109' - 1 1/8"

HDR HT106' - 8"

(N) T.O.R115' - 5 3/32"

4"

/ 1

'-0

"

4"

/ 1

'-0

"

Scale

Project number

Date

Drawn by

Checked by

SHEET DESCRIPTION:

SO

MB

RE

RO

KIT

CH

EN

AD

DIT

ION

537

5 S

OM

BR

ER

O S

TR

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T

LIT

TL

ET

ON

, C

OL

OR

AD

O 8

01

23

NOT FORCONSTRUCTION

PRELIMINARY

PE

RM

IT S

ET

-F

EB

RU

AR

Y 1

3,

2019

CO

PY

RIG

HT

2019 B

Y C

ALLO

WA

Y D

ES

IGN

, LLC

18.1101

REVISIONS

Team Information:

Owner: Mike Gioia

Ph: N/A


Ph: (720) 226-7283

[email protected]


Eric Crowley, PE

Ph: (720) 893-0533

MEP Engineer: N/A


Chris Moore

(970) 309-4170

[email protected]




1/4" = 1'-0"

A-2.1

BUILDING ELEVATIONS

02.13.19

BSC

KCM

1/4" = 1'-0"1

EXISTING EAST ELEVATION1/4" = 1'-0"

2EXISTING WEST ELEVATION

1/4" = 1'-0"3

NORTH ELEVATION

1/4" = 1'-0"4

EXISTING SOUTH ELEVATION


GRADE100' - 0"

T.O.P109' - 1 1/8"

REF

(N) ISLANDDBL

OVEN

(N) MILLWORK/

COUNTERTOPS

BY OTHERS

(N) 2x6 FRAMED

WALL AT (N) ADD.

B&B SIDING AT EXT.

TO MATCH (E). INTERIOR

TO BE FINISHED W/

1/2" GYP, PAINT BY OTHERS

(N) STRUCTURAL FRAMING @ (N)

ADD. CEILING TO BE FINISHED W/ 5/8"

GYP BD, PAINT BY OTHERS MIN. R-49

INSULATION AT CEILING. PROVIDE CROSS

VENTILATION AS REQUIRED

(N) ISLAND

GRADE100' - 0"

T.O.P109' - 1 1/8"

HDR HT106' - 8"

1

A

DW

REF

(N) ISLAND

MILLWORK AND COUNTER

SELECTION BY OTHERS

(N) ATTIC SPACE / ROOF FRAMING

R-49 MIN INSULATION @ CEILING

NEW ROOF FRAMING

PER STRUCTURAL/TRUSS

MNFR DRAWINGS

WALL SEPARATING GARAGE

AND (E) RESIDENCE AND (N)

ADDITION SHALL HAVE 1/2" GYP

BOARD APPLIED TO THE GARAGE

SIDE OF SEPARATION WALL. ANY

OPENINGS IN WALL SHALL

CONFORM TO SECTION 302.5 OF

THE 2015 IRC

1/2" GYP, PAINT

COLOR BY OTHERS (E) STRUCTURE DEMO

SIDING AND SUBSTRATE /

REFINISH AT (N) ADDITION

(E) EXT. WALL VERIFY WALL MEETS

OR EXCEEDS CURRENT BULIDING

STANDARDS PER IRC 2015 AS WELL AS

ANY APPLICABLE AHJ BUILDING CODES

(E) WINDOW TO REMAIN AS IS

(N) DOOR PER SCHEDULE

(N) WINDOW PER

SCHEDULE

(N) 5/8" GYP CEILING

PAINT BY OTHERS

(N) HOOD ABOVE RANGE

MIN 100 CFM

USE CLOSED CELL SPRAY FOAM TO

INSULATE AND SEAL AT TIGHT AREAS

IF NECESSARY. INSULATION SHALL

NOT BLOCK THE FREE FLOW OF

CROSS AIR VENTILATION

DETAIL @ (N) ROOF EAVE 1SCALE: NTS

ENGINEERED

TRUSS SYSTEM

BY OTHERS

4"

12"

1/2" GYP. BD. PAINT

FINISH BY OTHERS

BLOWN-IN CELLUSLOSE

INSULATION TO MEET OR

EXCEED R-49

1x6 FASCIA BD.

FINISH BY OTHERS

REVEAL

SOFFIT BOARD W/

CONTINUOUS 4"W

VENTING (OR MATCH (E))

2x4 OUTLOOKERS

5/8" PLYWOOD SHEATHING

W/ #30 FELT PAPER

UNDERLAYMENT

- RECMND: INSTALL ICE AND

WATER SHIELD @ ROOF

EAVES

DRIP EDGE

CONT. GUTTER

SYSTEM

ARCHITECTURAL ASPHALT

SHINGLES. COLOR TO MATCH

EXISTING

1/2" SHEATHING W/

HOUSE WRAP

BOARD & BATTEN

TO MATCH EXISTING

ENGINEERED TRUSS SYSTEM

BY OTHERS

2x4 SUB FASCIA BD

2x4 BLOCKINGMIN. R-20 BATT INSULATION

1/2" GYP BD. PAINT

FINISH BY OTHERS.

Scale

Project number

Date

Drawn by

Checked by

SHEET DESCRIPTION:

SO

MB

RE

RO

KIT

CH

EN

AD

DIT

ION

537

5 S

OM

BR

ER

O S

TR

EE

T

LIT

TL

ET

ON

, C

OL

OR

AD

O 8

01

23

NOT FORCONSTRUCTION

PRELIMINARY

PE

RM

IT S

ET

-F

EB

RU

AR

Y 1

3,

2019

CO

PY

RIG

HT

2019 B

Y C

ALLO

WA

Y D

ES

IGN

, LLC

18.1101

REVISIONS

Team Information:

Owner: Mike Gioia

Ph: N/A


Ph: (720) 226-7283

[email protected]


Eric Crowley, PE

Ph: (720) 893-0533

MEP Engineer: N/A


Chris Moore

(970) 309-4170

[email protected]




As indicated

A-3.1

BUILDING SECTIONS &

DETAILS

02.13.19

BSC

KCM1/2" = 1'-0"D

VERTICAL SECTION @ KITCHEN EXTENSION

1/2" = 1'-0"1

HORIZONTAL SECTION


SOMBRERO KITCHEN ADDITION - callowaydesign.net · SOMBRERO KITCHEN ADDITION 5375 Sombrero Street...

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