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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
Struct Eng: Engenious LLC
Eric Crowley, PE
Ph: (720) 893-0533
MEP Engineer: N/A
Contractor: Prospect 38 Const.
Chris Moore
(970) 309-4170
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
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
Designer: Calloway Design, LLC
Ph: (720) 226-7283
Struct Eng: Engenious LLC
Eric Crowley, PE
Ph: (720) 893-0533
MEP Engineer: N/A
Contractor: Prospect 38 Const.
Chris Moore
(970) 309-4170
THESE DWGs SHALL NOT, FOR ANY
REASON, BE REPRODUCED WITHOUT
PRIOR WRITTEN CONSENT FROM CDL
As indicated
A-1.0
SITE PLAN
02.13.19
BSC
KCM
1" = 20'-0"2
SITE PLAN
No. Description Date
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
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
Designer: Calloway Design, LLC
Ph: (720) 226-7283
Struct Eng: Engenious LLC
Eric Crowley, PE
Ph: (720) 893-0533
MEP Engineer: N/A
Contractor: Prospect 38 Const.
Chris Moore
(970) 309-4170
THESE DWGs SHALL NOT, FOR ANY
REASON, BE REPRODUCED WITHOUT
PRIOR WRITTEN CONSENT FROM CDL
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
No. Description Date
(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
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
Designer: Calloway Design, LLC
Ph: (720) 226-7283
Struct Eng: Engenious LLC
Eric Crowley, PE
Ph: (720) 893-0533
MEP Engineer: N/A
Contractor: Prospect 38 Const.
Chris Moore
(970) 309-4170
THESE DWGs SHALL NOT, FOR ANY
REASON, BE REPRODUCED WITHOUT
PRIOR WRITTEN CONSENT FROM CDL
1/4" = 1'-0"
A-1.2
ROOF PLAN
02.13.19
BSC
KCM
1/4" = 1'-0"1
ROOF PLAN
No. Description Date
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
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
Designer: Calloway Design, LLC
Ph: (720) 226-7283
Struct Eng: Engenious LLC
Eric Crowley, PE
Ph: (720) 893-0533
MEP Engineer: N/A
Contractor: Prospect 38 Const.
Chris Moore
(970) 309-4170
THESE DWGs SHALL NOT, FOR ANY
REASON, BE REPRODUCED WITHOUT
PRIOR WRITTEN CONSENT FROM CDL
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
No. Description Date
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
Designer: Calloway Design, LLC
Ph: (720) 226-7283
Struct Eng: Engenious LLC
Eric Crowley, PE
Ph: (720) 893-0533
MEP Engineer: N/A
Contractor: Prospect 38 Const.
Chris Moore
(970) 309-4170
THESE DWGs SHALL NOT, FOR ANY
REASON, BE REPRODUCED WITHOUT
PRIOR WRITTEN CONSENT FROM CDL
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
No. Description Date