E R NEW 2-1/2 STORY CUSTOM RESIDENCE GALLEGOS …€¦ · elev. field verified 5470.6' elev. field...

1 1/8"=1'-0"SITE PLAN

NO

RTH

N 0

0°01

'56"

E 5

5.90

'

S 00

°00'

20" W

55.

86'

S 89°54'35" W 110.99'

N 89°55'49" E 110.96'

ZONING INFORMATION:

SUBURBAN HOUSEZONING DESIGNATION ......................... S-SU-DBUILDING FORM ..................................... SUBURBAN HOUSEPRIMARY BASE PLANE ........................... 5,496.0'REAR BASE PLANE .................................. 5,496.5'CONSTRUCTION TYPE ............................ V-BSETBACKS ............................................... FRONT: 28'-5" (BLOCK SENSITIVE)

REAR: 20'-0" (NO ALLEY) SIDE INTERIOR: 5'-0"

STORIES .................................................... 2 12 STORIESMAXIMUM BUILDING HEIGHT ................ 30'-0" (35' HT. ALLOWED FOR 55' LOT WIDTH)MINIMUM LOT SIZE ................................ 6,000 SQ. FT. (6,201 SQ. FT. EXISTING)MINIMUM LOT WIDTH ............................. 50' (55.9' EXISTING)MAXIMUM BUILDING COVERAGE ........ 50% (SEE BLG. COVERAGE CALCS. BELOW)BALCONIES & ROOFDECKS .................. PROHIBITED IN REAR 35%

BUILDING COVERAGE

PROPOSED TWO STORY AND A HALF RESIDENCE FOOTPRINT= 1,909 SQ. FT.2ND LEVEL AREA BEYOND 1ST LEVEL, = 52 SQ. FT.PROPOSED TOTAL HOUSE LOT COVERAGE =1,961 SQ. FT.PROPOSED TOTAL LOT COVERAGE = 1,961 SQ. FT. / 6,201 SQ. FT = 31.6%

ATTACHED GARAGE:

NOT TO BE LOCATED CLOSER TO MINIMUM PRIMARY STREET SETBACK LINE THANTHE PRIMARY STREET FACING FACADE COMPRISING AT LEAST 65% OF THE TOTALWIDTH OF THE PRIMARY STRUCTURE (COMPLIANT)

3'-0

" SID

E SE

TBA

CK

3'-0

" SID

E SE

TBA

CK

SOUT

H C

OLO

RAD

O B

LVD

.10

0' R

OW

FRONT 65% REAR 35%

9'-5

"

11'-6

"

DRAWING INDEXA0 ............ SITE PLAN & PROJECT DATAA1.0.......... BASEMENT LEVEL FLOOR PLANA1.1 ......... FIRST LEVEL FLOOR PLANA1.2 ......... SECOND LEVEL FLOOR PLANA1.3 ......... HALF STORY / ROOF DECK PLANA1.4 ......... ROOF PLANA2.0 .......... EXTERIOR ELEVATIONS 1A2.1 ....... EXTERIOR ELEVATIONS 2A3.0 ......... BUILDING SECTIONS 1'A3.1 ......... BUILDING SECTIONS 2'A4.0 ..........BUILDING DETAILS 1A4.1 .......... BUILDING DETAILS 2A5.0 ......... PROJECT NOTES 1A5.1 ......... PROJECT NOTES 2E1.0 ......... BASEMENT LEVEL ELECTRICAL PLANE1.1 .......... MAIN LEVEL ELECTRICAL PLANE1.2 .......... SECOND LEVEL & ROOF DECK ELECTRICAL PLAN

CODE COMPLIANCE :

THIS PROJECT SHALL COMPLY WITH THE 2015 INTERNATIONALRESIDENTIAL CODE, 2015 INTERNATIONAL FUEL GAS CODE,2015 INTERNATIONAL MECHANICAL CODE, 2015INTERNATIONAL PLUMBING CODE, 2014 NATIONALELECTRICAL CODE, & 2015 INTERNATIONAL ENERGYCONSERVATION CODE, & 2016 DENVER COUNTYRESIDENTIAL CODE SUPPLEMENT.

ARCHITECT:JIM KEAVNEYKSA ARCHITECTURE LLC4900 W. 29th AVENUEDENVER, CO 80212(303) 630-9514

STRUCTURAL ENGINEER:RUSS ZOETEWEYT-SQUARED STRUCTURAL ENGINEERING1329 E. 7th StreetLOVELAND, CO. 80537(970) 663-6016

2 NO SCALEVICINITY MAP

NO

RTH

PROJECTLOCATIONGALLEGOS RESIDENCE

NEW 2-1/2 STORY CUSTOM RESIDENCE3064 SOUTH COLORADO BLVD.

DENVER, COLORADO(SUBURBAN HOUSE BUILDING FORM)

28'-5" FRONT SETBACK(BLOCK SENSITIVE)

32'-5"

38'-912"

20'-0"

22'-2

"

33'-312"

LOT 13

LOT 14BLOCK 1

LOT 15BLOCK 1

30'-0"

BUILDING

ELEV.FIELD VERIFIED

5470.6'

ELEV.FIELD VERIFIED

5467.37'

ELEV.REF. SURVEY

5465.68'

ELEV.REF. SURVEY

5470.92'

XXXXXXXXX

XX

XX

XX

XX

XX

XX

XX

DOWNSPOUT DISCHARGES TO24" SPLASH BLOCK @ FDTN., TYP.

WINDOW WELLBELOW

WINDOW WELL BELOWWINDOW WELL

BELOW

58'-612"

XX

XX

SITE LEGEND

NEW STRUCTURE

EXISTING STRUCTURE ( TO BE DEMOLISHED)

PROPERTY BOUNDARY

SETBACK INDICATION

EASEMENT INDICATION

PROTECTED EAVE

FENCE LOCATION

GAS LINE (UNDERGROUND)

ELECTRIC LINE (UNDERGROUND)

X

GAS

E

EXISTING 3/4" WATER LINE

NEW 4" SANITARY SEWER LINE, SCHED. 40 PVC

EXISTING WATER TAP

(E) W

(N) SS

DOWNSPOUT

SPLASH BLOCKS (AT DOWNSPOUTS, SHALLDISHCARGE TO 24" SPLASH BLOCKS TO POINTS ATA MIN. 5'-0" AWAY FROM STRUCTURE

DRAINAGE DIRECTION (SLOPE TO DRAIN MIN. 2%)

GENERAL NOTES:

1. (E) = EXISTING, (N) = NEW.

2. ALL EXTERIOR FLATWORK AND STEPS TO GRADESHALL BE VERIFIED IN FIELD. SLOPE ALL CONCRETEPATIOS AWAY FROM HOUSE AT 1/4" PER FOOT.

SIDE (INTERIOR) SETBACKS ....................... 5'-0"

PARKING & DRIVE LOT COVERAGE:IN PRIMARY STREET (FRONT) SETBACK.... 2 SPACES/320 SQ. FT. MAX.

11'-3

1 2"

NOTE: FRONT DRIVE = 2SPACES & 320 SQ. FT. MAXWITHIN FRONT SETBACK PERSECT. 3.3. (318 SQ. FT.PROVIDED)

NEW CURB CUT

FIRST FF.= 5497'-0"BSMT. FF. = 5487'-10"

NEW 2-1/2 STORYSINGLE FAMILY DWELLING1,909 SQ. FT. FOOTPRINT

ELEV.REF. SURVEY

5471.93'

ELEV.REF. SURVEY

5465.94'

PROPERTY LINE

PRO

PERT

Y LI

NE

LOT 12BUILDING

28'-5"

PRO

PERT

Y LI

NE

PROPERTY LINE

(E) TO BE DEMOLISHED

28'-5" EXTER. STONE VENEER FINISH28'-7" TO STUD/ FOUND. WALL

20'-0" EXTER. FINISH20'-1 1/2" STUD/ FOUND. WALL

(20'-0" REAR SETBACK)

(28'-5" FRONT SETBACK)

(DIST. TO PRIMARY STREET FACING FACADECOMPRISING MIN. 65% OF TOTAL WIDTH OF STRUCTURE)

(32'-5" DIST. TO GARAGE DOOR/ NO CLOSERTO FRONT SETBACK)

17'-1

11 2"

34'-8

1 2"

(51%

TO

TAL

WID

TH O

FST

RUC

TURE

/LE

SS T

HAN

65%

)

(TO

TAL

WID

THO

F ST

RUC

TURE

)

8'-6"5'-0"

4'-0

"

4'-0

"

A/C CONDENSER

4'-0

"

8'-6"

1

1

1

1 1

1

1

SUMP PUMPDISCHARGE

AREA CALCULATIONS (SQ. FT.):

GROSS AREA:

FINISHED AREA:GARAGE AREA:

1,889 S.F.

1,472 S.F.417 S.F.

1ST LEVEL:

FINISHED AREA: 1,521 S.F.2ND LEVEL:

TOTAL FINISHED AREA: 3,205 S.F.(ABOVE GRADE)

APPROX FINISHED AREA: 1,190 S.F.(BASEMENT)

TOTAL FINISHED AREA: 4,395 S.F.

FINISHED AREA: 212 S.F.3RD LEVEL (HALF STORY):

BASEMENT UNFINISHED AREA: 306 S.F.

TOTAL AREA: 4,701 S.F.

PRO

JEC

T D

ATA

SITE

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DATE ISSUEPROJECT #

SHEET #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

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CTU

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161107

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12.29.16 BUILDING SUBMITTAL JK

1 03.30.17 BLDG. REV. JK

04.20.17 DESIGN REV. JK

1 SCALE: 1/4" = 1'-0"BASEMENT PLAN

GARAGEABOVE

COVEREDENTRY ABOVE

CONCRETEPATIO ABOVE

UNFINISHEDSTORAGE

MECHANICALAREA

GAME ROOMBEDROOM #5

KITCHENETTEREF.

WINDOWWELL

WINDOWWELL

WINDOWWELL

up

SUMPPUMP

PWDR 2

W/D

4050 CSM 2-3050 SLD

2-3050 SLD

9' CLGS. THROUGHOUT

16r@ 7.5" 15T @10"

NO

RTH

11'-11" 24'-10"

36'-9"

22'-0

"12

'-81 2"

5'-512" 31'-61

2" 12'-0" 13'-312"

62'-312"

11'-6

1 2"5'

-51 2"

17'-8

1 2"

34'-8

1 2"

3'-7" 18'-3" 13'-312"

312"

14'-012" 33'-4"

17'-412"8'-2"

62'-312"

312"

6'-412" 3'-0" 3'-4" 7'-2"4'

-51 2"

1'-0

"

9'-1

1"

3'-8

1 2"8'-51

2"7'

-21 2"

1'-3

1 2"5'

-41 2"

10'-1

"5'

-5"

31 2"

19'-4"2668

2-206

8

26682068

2668

2668

10'-0" CLR.

A3.01

A3.01

A3.02

A3.02

34'-8

1 2"

PROPERTY LINE

PROPERTY LINE

25'-612"

- 8" CONCRETE FOUNDATION WALL

- 2X4 NON RATED PARTITION WALL

AREA CALCULATIONS (SQ. FT.):APPROX. FINISHED AREA: 1,190 S.F.

APRROX. UNFINISHED AREA: 306 S.F.

APPROX. TOTAL AREA: 1,496 S.F.

WALL LEGEND

62'-312"

34'-8

1 2"

62'-312"

34'-8

1 2"

9'-6"2'-0"

3'-1"

3'-1

"

DROPPED EXPOSED STRUCT.BEAM ABOVE, RE. STRUCT. DWGS

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

GENERAL NOTES:

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

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 7-3/4".

3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1-1/2" BELOWTOP OF THRESHOLD AT EXTERIOR EGRESS DOORS, AND AT ALLOTHER EXTERIOR DOORS SWINGING OUTWARD. EXCEPTION:EXTERIOR LANDINGS OR FLOORS AT SHALL NOT BE MORE THAN7-3/4" BELOW THE TOP OF THRESHOLD PROVIDED THE DOORDOES NOT SWING OVER THE LANDING OR FLOOR. LANDINGSMUST BE AT LEAST AS WIDE AS THE DOOR AND A MINIMUM OF36" IN THE DIRECTION OF TRAVEL.

4. GARAGE DOOR ACCESSING CONDITIONED LIVING SPACESHALL BE SOLID WOOD NOT LESS THAN 1-3/8" THICK ORHONEYCOMB-CORE STEEL NOT LESS THAN 1-3/8" THICK, OR20-MIN. FIRE-RATED. DOOR SHALL ALSO BE SELF-CLOSING ANDSELF-LATCHING w/ 5 LBS. PRESSURE.

5. (N) ATTIC FURNACE PLATFORM FROM THE ACCESS OPENING TOTHE FURNACE TO BE 30" WIDE AND AS LONG AS THE UNIT ITSELF,WITH CLEAR ACCESS TO THE CONTROL SIDE OF THE UNIT).PROVIDE WATER-TIGHT CORROSION-RESISTANT METAL PANBELOW THE FAU (TO CONTAIN CONDENSATION). SECONDARYFAU DRAIN LINE MUST BE SHOWN AT A POINT WHERE IT CAN BEEASILY OBSERVED & INSPECTED (FAU DIMENSIONS: 18"W x 30"L x44"HT).

6. WALLS AND/OR EAVES WITHIN 5'-0" OF A PROPERTY LINE MUST BE1-HR. FIRE-RATED. NO EAVE VENTS SHALL BE ALLOWED IN RATEDSOFFITS.

7. EMERGENCY ESCAPE AND RESCUE OPENINGS:7.1. MINIMUM OPENING AREA SHALL BE NO LESS THAN 5.7

SQUARE FEET.7.2. MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES.7.1. MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES.7.2. BOTTOM OF CLEAR WINDOW CLEAR OPENING SHALL BE NO

MORE THAN 44 INCHES A.F.F.8. TYPICAL WINDOW HEADER INSTALLATION HEIGHT: 80" BSMT., 108"

FIRST, 96" SECOND, & 80" HALF STORY U.O.N.9. TYPICAL CEILING HEIGHT: 9'-0" BSMT., 9'-0" FIRST, 9'-0" SECOND, &

7'-6" HALF STORY U.O.N.10. SEE SHEETS A5 & A5.1 FOR ADDITIONAL PROJECT NOTES &

ABBREVIATION TRANSLATIONS.


GROSS AREA:


1,889 S.F.

1,472 S.F.417 S.F.

1ST LEVEL:








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

WINDOW WELLS (IRC SECT. R310.2.1):

RC

HI

TC

TUR

AE

E

CO

PYRI

GHT

201

6IF

THI

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IS N

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PRIN

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6" S

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, IT

IS N

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TO S

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4900

W. 2

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Ave

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Den

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330

DATE ISSUE

PROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

GA

LLEG

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2-1

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TORY

SIN

GLE

FA

MIL

Y HO

ME

3064

SO

UTH

CO

LORA

DO

BLV

D.

DEN

VER

, CO

LORA

DO

161107

BASE

MEN

T FL

OO

R PL

AN

A1.0

SUBMITTAL JW11.10.16BDG.REV. JK03.28.171

DESIGN.REV. JK04.20.17

STUDY

2-CARGARAGE

FOYER

PANTRY

PDR.

GREAT ROOM

DINING

COV'D. CONC.PORCH

CONC.PATIO

1 SCALE: 1/4" = 1'-0"FIRST FLOOR PLAN N

ORT

H

A1.01

A3.01

KITCHEN

REFR.D/W

CLOS.

up

WINDOW WELLBELOW

MUDRM.

down

LINE INDICATESEDGE OF SECONDFLOOR ABOVE

BUILD-OUT W/FIREPLACE ANDTV ABOVE

LINE INDICATESBALCONY ABOVE

22'-0

"12

'-81 2"

34'-8

1 2"

4'-1

"14

'-1"

3'-1

01 2"

2626 CSM2626 CSM 6026 FX

4050

CSM

4050

CSM

4040 SH

9080 SGD

2-30

50 S

H

3-3060 SH

WINDOW WELLBELOW

16R@ 7.5"

3030 FX2-3050 SH/FX

WINDOW WELLBELOW

2-2680 16r@ 7.5"

LINE INDICATESEDGE OF SECONDFLOOR ABOVE

SHELF

8'-712" 7'-0" 4'-01

2" 14'-512" 16'-6" 7'-8"

58'-312"

8'-8

"8'

-1"

1'-1

1"2'

-3"

6'-2

1 2"

34'-8

1 2"

5'-4

1 2"

1508

0 O

H.

2880

6'-3" 12'-0" 19'-11" 10'-1012" 6'-31

2" 7'-0"

49'-0" 13'-312"

62'-312"

5'-1

01 2"6'

-101 2"

3680

2880

2880

2-26

80

2-246

8

2880 SC

2680

21'-612" 5'-101

2" 14'-812" 15'-81

2"

512"

5'-1012"

3'-0" CLR.

4'-0

" CLR

.

2'-912" 4'-2" 17'-41

2"5'-101

2" 17'-112"

312"

14'-012" 7'-41

2" 6'-11" 20'-212"

512"

18'-2

1 2"4'

-111 2"

11'-1

"

2'-4

"

5'-1012"

3'-1

0"5'

-3"

3'-0

"3'

-111 2"

6'-1

01 2"8'

-3"

2'-4

"

9"51 2"

3'-0

"11

'-6"

7'-6"

10'-6

"

3'-3

"

2'-3

"

A3.02

A3.024'

-7"

12'-3

"

A5.0

AA

A5.0BB

A5.0

CC

PROPERTY LINE

WALL LEGEND

18'-0

"

PROPERTY LINE


- 2X6 EXTERIOR WALL w/ R-20 INSULATION

13'-6"

4'-0

" 8'-6"5'-0"

4'-0

"

4'-0

"

10' CLGS. THROUGHOUT

8'-6"

5'-0

1 2"

2'-1

11 2"

5'-0"x3'-0"4" CONC. PAD

3'-10"

3'-0

"x7'

-0"

4" C

ON

C. P

AD

1'-6

"5'

-6"

5'-0

"


FREN

CH

D/W

DBL

.O

VEN

HATCH INDICATES BOTTOMOF WALL AT 3'-0" AFF

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

CONC. DRIVEWAY,RE. SITE PLAN

3'-212"2'-1"

GENERAL NOTE:ALL SHOWERS TO HAVE SHOWER PANS,PROVIDE SHLUTER-KERDI WATER PROOFINGMEMBRANE OR APPROVED EQUAL.

ENERGY EFFICIENCY NOTES:THE R-VALUES OF THE THERMAL ENVELOPE SHALL MEETTHESE MIN. PRESCRIPTIVE REQUIREMENTS AS FOLLOWS,AS PER IRC 2015 TABLE 402.1.2:

1. 0.32 (FENESTRATION "U" FACTOR)2. 0.55 (SKYLIGHT "U" FACTOR)3. R-49 (CEILING)4. R-20 (BATTS 2 x 6 EXTERIOR FRAMED WALLS)5. R-13/17 (MASS WALL)6. R-30 (FLOORS/ BATT OR BLOWN AT HABITABLE FLR)7. R-15/19 (BASEMENT WALLS)8. R-10 (SLABS AT 2' DEPTH/ INCL. R-5 AT SLAB EDGES AT HEATED SLABS)

RE. GEN. NOTE 4.

1

GENERAL NOTES:














GROSS AREA:


1,889 S.F.

1,472 S.F.417 S.F.

1ST LEVEL:








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


EXAMPLE: 6068 = 6 0 6 8


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

FIRS

T FL

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CO

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ARCHITECT'S STAMP

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1 03.30.17 BLDG. REV. JK

1 SCALE: 1/4" = 1'-0"SECOND FLOOR PLAN N

ORT

H

MASTER BDRM.

BDRM. 2

BDRM. 3

LAUND.

STUDY/ LOFT

W.I.C.

BALC

ON

Y

DOWN

F.P.

UP

BATH 2

BATH 3

W

D

49'-0"

22'-0

"10

'-81 2"

32'-8

1 2"

16r@ 7.6"

18r@ 7.5"

3030 FX

3020 CSM 3020 CSM 3040 CSM 3040 CSM 3040 CSM

3630

CSM

3040

CSM

3630

CSM

3026 CSM 3026 CSM 3026 CSM2-3040 FX/SH

4020

FX

3020

FX

1040

FX

2-26

50 F

X/SH

TEM

P. G

LASS

RA

ILIN

G

BARNDOOR 30

40 C

SM

W.I.C.

STOR.

6'-412"

1'-5"3'-81

2" 3'-012" 8'-01

2" 8'-2" 9'-812" 10'-71

2" 5'-1"

44'-8"

51'-012"

3'-0

"7'

-0"

7'-7

1 2"4'

-41 2"

3'-2

"7'

-7"

3'-10" 14'-212" 9'-01

2" 10'-312" 7'-21

2" 4'-5"

1'-5

"2'

-1"

4'-5

1 2"5'

-9"

3'-0

1 2"1'

-11"

2'-3

"2'

-3"

4'-6

1 2"5'

-0"

16'-9

"6'

-5"

9'-6

1 2"

32'-8

1 2"

MASTER BATH.

13'-3" 2'-4" 8'-10" 19'-912"

512"

8'-7"

2'-7" 2'-10" 3'-2"

3'-0" 11'-312" 14'-4"

1'-4

"

1'-4"4'-4"

1'-712"

512"

11'-812" 2'-4" 7'-41

2" 10'-2" 2'-712" 5'-91

2" 8'-7"

5'-012" 3'-61

2"7'-412"11'-2"

9'-9" 7'-8"

4'-0"

512"

45°

7'-0"

5'-8 12 "

3'-10"

4'-1"

51 2"

11'-2

"6'

-6"

5'-4

1 2"9'

-21 2"

8'-6

"

12'-4

1 2"6'

-11 2"

4'-2

1 2"9'

-61 2"

3'-6

"6'

-01 2"

3'-1

01 2"

3'-5

"10

'-4"

4'-912"

7'-8

"3'

-4"

3'-4

"4'

-21 2"

6'-8

"

1'-0

"

4'-6

"

51 2"

9'-1

"

9'-2

1 2"5'

-41 2"

2'-3

"

1'-4

"

2668

2668

2668

2870

2870

2668

24682468

2668

2468

2468

2068

2-20

68

2-30

68

ROO

F BE

LOW

A3.01

A3.01

A3.02

A3.02

A5.1

AA

BB CC


- 2X6 EXTERIOR WALL w/ R-20 INSULATION

AREA CALCULATIONS (SQ. FT.):FINISHED AREA: 1,521 S.F.

BALCONY AREA: 111 S.F.


WALL LEGEND

3'-10"

52'-10"

32'-8

1 2"

51'-012"

32'-8

1 2"

52'-10"

2'-0

"

34'-8

1 2"34

'-81 2"

PROPERTY LINE

PROPERTY LINE

9' CLGS. THROUGHOUT

6A4.0

4'-0

" HIG

H W

ALL

SLOPE DN. SLO

PED

N.

SLO

PED

N.

SLOPEDN.

4'-4"10'-6" RAKE WALL

1


EXAMPLE: 6068 = 6 0 6 8


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

GENERAL NOTES:














GROSS AREA:


1,889 S.F.

1,472 S.F.417 S.F.

1ST LEVEL:








SEC

ON

D F

LOO

R PL

AN

A1.2

CO

PYRI

GHT

201

5IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161107

GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

OLO

RAD

O


1 03.30.17 BLDG. REV. JK

11'-0"

8'-0"

8'-0"

8'-0"

3'-0"

5'-6"

2-3050 FX/SH

3030 FX

3-3060 SH

9080 SGD

2-3040 FX/ SH

3026 CSM3026 CSM 3026 CSM

2640 CSM2640 CSM

3030 FX

11'-8"landingbeyond

2 1/4"=1'-0"SIDE (SOUTH) FACADE

1 1/4"=1'-0"FRONT (WEST) FACADE

5469'FRONT BASE PLANE

5470'FIN. FLOOR

4'-0"

1'-0"

9'-2"

9'-2"

11'-6" 34'-11"

1

1

1

2

2

15080 OH. DOOR

4020 FX 3020 CSM

1040 FX2-2650 FX/SH

2-2680

2626 CSM

9'-5"

31'-0" BLDG. HEIGHT MAX. (FRONT 65%)

7'-6"

1

1

1

2

6

6

3

312

312

312

7

6

3680

2870

⅊⅊

3A2.0

NOTE: EAVE ALLOWEDTO ENCROACH INTO

BULK PLANE, PER DENVERZONING SECT. 4.3.7.1

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

1'-0"

T.O. PLATE

5498'-10"TOP OF ROOF

1'-0"

28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E

30'-0

" MA

X. B

LG. H

T.

9'-2"

9'-2"

7'-6"

1'-0"

1'-0"

28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E

30'-0

" MA

X. B

LG. H

T.

2'-4"

1'-0"

2'-6"

1'-6"

ROOF DECK

2'-6"

4

4

4

5

6

1

15

68

6070 SGD

13'-2"

5496.5'REAR BASE PLANE

31'-0

" MA

X. B

LG. H

T.

2'-6"

312

1/412

1/412

⅊

20'-0" EXTER. FINISH

(20'-0" REAR SETBACK)20'-1 1/2" TO STUD/ FOUND. WALL

⅊

28'-5" EXTER. FINISH28'-7" TO STUD/ FOUND. WALL

(28'-5" FRONT SETBACK)

5'-0" SIDE SETBACK)5'-0" SIDE SETBACK)

FRONT 65% REAR 35%

38'-9 12"

MAX. GARAGE DOOR WIDTH ALLOWED: EITHER 35% OF FRONT PRIMARY FACADE (12'-2") OR 16'-0" WIDTH,WHICHEVER IS GREATER, PER SECT 3.3-7. 15' WIDE GARAGE DOOR (42%) IS PROVIDED/ LESS THAN 16'.

10'-2"

1


5470'FIN. FLOOR

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

T.O. PLATE


ROOF DECK

1

1

1

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 INRATED SOFFITS.

3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

EXTERIOR FINISH KEY NOTES: 3-COAT STUCCO

1'-6" METAL RAILING

1

2

3

4

5

6

7

COMPOSITION SHINGLE ROOF

DECOR. 12" H. STUCCO PARAPET CAP

STACKED STONE VENEER -STACK BOND

BALCONY WITH METAL/GLASS RAILING

WOOD VENEER

8 DOWNSPOUT (RE: SITE PLAN)

PER ROOFPLAN

EXT. WALL STUD

DOUBLE TOP PLATE

1x FASCIA

PER PLAN

BUILDING PAPER

3 COAT STUCCO

SPAN-RATED SHEATHING

CONT. ROOF CAP o/ROOF COMPOSITION

BASE FLASHING

1/4":FOOTMIN.

ROOF FRAMING w/ R-49 INSUL.(R-6.5/INCH CLOSED CELL SPRAY FOAM),REF. STRUCT. PLANS

PLYWOOD,REF. STRUCT. PLANS



3 NO SCALEEAVE DETAIL

EXTE

RIO

R EL

EVA

TION

S 1

A2.0

CO

PYRI

GHT

201

5IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

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fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161107

GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

OLO

RAD

O


1 03.30.17 BLDG. REV. JK

8'-0"

4'-0"

8'-0"

4040 SH2626 CSM 2626 CSM

6026 FX

3020 CSM 3020 CSM

8'-0"

2640 CSM2640 CSM

3040 CSM 3040 CSM 3040 CSM

8'-0"

3040 CSM

2 1/4"=1'-0"SIDE (NORTH) FACADE

1

1

1

2

6

11'-6"9'-4" 35'-0"

31'-0" BLDG. HEIGHT MAX. (FRONT 65%)

11'-4"

9'-4" 4050 CSM 4050 CSM2-3050 SH

3630 CSM5'-0"8'-0"

2640 CSM

3040 CSM3630 CSM

1 1/4"=1'-0"REAR (EAST) FACADE

11

1

1

66

3

⅊⅊

4'-0"

1'-0"

9'-2"

9'-2"

7'-6"

1'-0"

1'-0"

28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E31

'-0" M

AX.

BLG

. HT.

1'-0"

2'-6"

2870

7

8

5

3A2.1

9'-2"

9'-2"

7'-6"

1'-0"

1'-0"

28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E

31'-0

" MA

X. B

LG. H

T.

2'-6"

1'-6"

5

4

4

8

8

MIRR.

5496.5'REAR BASE PLANE

31'-0

" MA

X. B

LG. H

T.

312

1/412

1/412


⅊

28'-7" TO STUD/ FOUND. WALL

⅊


(20'-0" REAR SETBACK)20'-1 1/2" TO STUD/ FOUND. WALL (28'-5" FRONT SETBACK)

5'-0" SIDE SETBACK)5'-0" SIDE SETBACK)

FRONT 65%REAR 35%

38'-9 12"


5470'FIN. FLOOR

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

T.O. PLATE


ROOF DECK

1


5470'FIN. FLOOR

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

T.O. PLATE


ROOF DECK

1

1

1

1

8'-0"

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 INRATED SOFFITS.

3. SEE SHEETS A7 & A7.1 FOR ADDITIONALPROJECT NOTES & ABBREVIATIONTRANSLATIONS.

EXTERIOR FINISH KEY NOTES: 3-COAT STUCCO

1'-6" METAL RAILING

1

2

3

4

5

6

7

COMPOSITION SHINGLE ROOF

DECOR. 12" H. STUCCO PARAPET CAP

STACKED STONE VENEER -STACK BOND

BALCONY WITH METAL/GLASS RAILING

WOOD VENEER

8 DOWNSPOUT (RE: SITE PLAN)

PER ROOFPLAN

EXT. WALL STUD

DOUBLE TOP PLATE

1x FASCIA

PER PLAN

BUILDING PAPER

3 COAT STUCCO



BASE FLASHING

1/4":FOOTMIN.






EXTE

RIO

R EL

EVA

TION

S 2

A2.1

CO

PYRI

GHT

201

5IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161107

GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

OLO

RAD

O


1 03.30.17 BLDG. REV. JK

MODELNUMBERTRADENAMEPRODUCTMATERIAL

BRASSFAUCETPURISTK-14425

MATERIALPRODUCTTRADENAMEMODELNUMBER


ACRYLICWHIRLPOOLSSYSTEM BASIC 6032K-1106

BRASSFAUCETFORTEK-10272-4

KITCHENETTE UNFINISHED AREAPWDR.2WIC. E.P.

FOYER KITCHEN GREAT RM.

HALLSTUDY/BDRM. 4 MA. BATH

ROOF DECK KITCHENETTE 2

COVERED ENTRYFLR. JST. REF. STRUCT. PLANS

2x6 EXT. WALLw/ R-20 INSUL.

123





FDTN.,RE. STRUCT. DWGS.



FLR. JST. w/ R-49 INSUL.,REF. STRUCT. PLANS

1 1/4"=1'-0"BUILDING SECTION

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

R-49 INSUL., SEE STRUCT. PLANS

LOW SLOPE ROOF W/

1'-0"

9'-2"

9'-2"

7'-6"

1'-0"

28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E

31'-0

" MA

X. B

LG. H

T.

1'-0"

BASEMENT FLR.

9'-0"

2'-6"

1'-6"

9A4.0

1AA4.0

2A4.0

1A4.1

6" DECKING SYSTEM

2A4.1

DROPPED BEAMBEYOND,RE. STRUCT. DWGS.


1/412


5470'FIN. FLOOR

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

T.O. PLATE


ROOF DECK

1

1

1'-0"

1

GENERAL NOTES:

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

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

3. SEE SHEETS A5 & A5.1 FOR ADDITIONAL PROJECT NOTES& ABBREVIATION TRANSLATIONS.

BUIL

DIN

G S

ECTIO

NS

A3.0

CO

PYRI

GHT

201

5IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

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fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161107

GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

OLO

RAD

O


1 03.30.17 BLDG. REV. JK

1 1/4"=1'-0"BUILDING SECTION



FLR. JST. REF. STRUCT. PLANS






3-COAT STUCCOFINISH

127

PWDR 2 GAME RM.

GARAGEFOYER

BEDROOM 3 HALL

ROOF DECK

SHELVES

R-49 INSUL., SEE STRUCT. PLANSLOW SLOPE ROOF (1/4" PER FT.) W/

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

1'-0"

9'-2"

9'-2"

7'-6"

1'-0"

28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E

31'-0

" MA

X. B

LG. H

T.

1'-0"

BASEMENT FLR.

9'-0"

9A4.0

5A4.0

3A4.0

10A4.0

BASEMENT FLR.

9'-0"

1'-2"

9'-0"

1'-2"

9'-2"

1'-0"


28'-1

0" F

ROM

FF.

29'-1

0" F

ROM

BA

SE P

LAN

E

31'-0

" MA

X. B

LG. H

T.2 1/4"=1'-0"

STAIR SECTION

3A4.0

FIRST FL.

BASEMENT

HALF STORY/ROOF DECK

SECOND FLR.

1A4.1

2A4.1

1/412

5470'FIN. FLOOR

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

T.O. PLATE


ROOF DECK

15469'

FRONT BASE PLANE

5470'FIN. FLOOR

SEC. FLR. PLATE

SEC. FLR.

THIRD FLR. PLATE

THIRD FLR.

T.O. PLATE


ROOF DECK

15469'

FRONT BASE PLANE

1

1

1

1

GENERAL NOTES:

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

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

3. SEE SHEETS A5 & A5.1 FOR ADDITIONAL PROJECT NOTES& ABBREVIATION TRANSLATIONS.

BUIL

DIN

G S

ECTIO

NS

2

A3.1

CO

PYRI

GHT

201

5IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

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fice

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3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161107

GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

OLO

RAD

O


1 03.30.17 BLDG. REV. JK

NO SCALEPORCH FLASHING DETAIL

112" MIN.WALL

HANDRAIL BRACKET

1-1/4" HANDRAIL

1-1/4"HANDRAIL

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"

36"

3 NO SCALESTAIR/GUARDRAIL DETAIL

RUN FLASHINGDOWN 8" MIN.FROM TOP OFFOUNDATION

WALL

MASONRY

GRADE

FOUNDATION WALL

FLR'G.

P.T.D.F.SILL PLATE

RIM JOIST

26 ga.FLASHING

2

PORCH/PATIO

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"

4 NO SCALEGUARDRAIL DETAIL

WALKING SURFACE

BALCONY

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 DAM

WATE

R FLO

WWATE

R FLO

WWATE

R FLO

W

7 NO SCALESILL PAN WITH SEALANT

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

EXT. WALL STUD

PER PLANW/ R-20 INSULATION

15 LB. FELT w/ 17 ga. METAL NETTINGBUILDING PAPER (2 LAYERS GRADE 'D')

7/8" STUCCO (3-COAT)

2x P.T.D.F. PLATE

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


RE. ELEVATIONS

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 SCALEBASE WALL APPLICATION DETAIL

FNDTN. WEEP SCREED W/MIN. 3-1/2" 0.019 INCH (26ga), CORROSIONRESISTANT WEEP SCREED

STONE BASE1B NO SCALE

BASE WALL APPLICATION DETAIL

PERROOFPLAN


30 LB. FELT PAPER

PLYWOOD REF. STRUCT. PLANS

4" GUTTER

EXT. WALL STUD

TOP PLATE

ROOF FRAMING

BAFFLE BOARD

2x FASCIA

ROOF SHINGLES, RE. EXT. ELEVS.

PER PLAN

REF. STRUCT. PLANS

FELT w/ 17 ga. METAL NETTING OVERBLDG. PAPER (2 LAYERS GRADE 'D')

7/8" STUCCO (3-COAT) OVER 15 LB.


SOFFIT BOARD

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

123

1"

9" H

EEL

HT.

(TYP

., UN

O)

VENT, 1/4" CORROSION-RESISTANT MESH

18" HIGH DECOR. MASONRYFIBERBOARD

*REFER TO STRUCTURAL DWG's.

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

EXT. WALL STUD

2x P.T.D.F. PLATE

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

PER PLAN

SEE ELEVATIONS

W/ R-20 INSULATION

STONE VENEER, SEEEXTER. ELEVATIONS FORLOCATIONS

NOTE: STONE VENEER INSTALL PERMANUFACTURER'S SPECS. / REFER TOSPECIFICATIONS FOR TYPE

5 NO SCALERAILING DETAILROOF DECK

4" O.C. MAX.

18"

TOP OF PARAPET WALL

PREFABRICATED ALUMINUM RAILINGA

INTERNA-RAILHANDRAIL SYSTEM 3

8" TEMPERED GLASS PANEL

TWO PIECEALUMINUM CLIP

4'-0" MAX

3'-6"

3'-8"

2'-914"

2.0125 2.0125

2.0125

2.0125

334"

6 NO SCALETEMP. GLASS BALCONY RAILING DETAIL

PER ROOFPLAN

EXT. WALL STUD

DOUBLE TOP PLATE

1x FASCIA

PER PLAN

BUILDING PAPER

3 COAT STUCCO



BASE FLASHING

1/4":FOOTMIN.




ROOF FRAMING w/ R-49 INSUL.(BATTS AND CELL SPRAY FOAM),REF. STRUCT. PLANS

PRO

JEC

T D

ETA

ILS

A4.0

CO

PYRI

GHT

201

5IF

THI

S D

RAW

ING

IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

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330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

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1

PLYWOOD REF. STRUCT. PLANS

4" GUTTER

EXT. WALL STUD

TOP PLATE

ROOF FRAMING

BAFFLE BOARD

1x FASCIA

PER PLAN

REF. STRUCT. PLANS

15 LB. FELT w/ 17 ga. METAL NETTING

BUILDING PAPER (2 LAYERS GRADE 'D')



(2) LAYERS 5/8" TYPE 'X' GYP BD.

*NOTE: NO OPENINGS ALLOWEDIN PROTECTED EAVE.

NO SCALEEAVE DETAIL - 1-HOUR RATED (GA RC-2602)

BUILT-UP ROOF

NOTE: UNVENTED ATTIC SPACE TO BE COMPLETELYCONTAINED WITHIN BUILDING THERMAL ENVELOPE.

INSTALL RIGID FOAM PLASTIC INSULATION ESSR-3375(R-20) w/ VAPOR RETARDER COATING TO

UNDERSIDE OF ROOF DECK (MUST MEET UL 1256AND CONFORM TO IRC 905.9, BUILT-UP ROOFING

MATERIAL STANDARDS). INSTALL OPEN CELL (AIRPERMEABLE) INSULATION BELOW THE DECKING PER

IRC SECT. R806.4.5.2.

2 NO SCALEROOF DECK PARAPET DETAIL (TYPICAL)

2"

4"

PREFINISHED METAL PARAPET CAP FLASHINGOVER M.L. TOP PLATE (SEE STRUCT. DWG'S FORALL TOP PLATES), FRAME EXTENDED PARAPETPROFILE w/ 2x P.T.D.F., SLOPE 1/4": FOOT MIN.

ROOF SHEATHING (MIN. CLASS 'C' RATING),REF. STRUCT. PLANS

FLASHINGCAP SHEET

ICE & WATER SHIELD

BLDG WRAP VAPOR BARRIER

ROOF DECK SEE EXTER. ELEVS.

T.O.W. SEE EXTER. ELEVS.

THIRD FLR.

2x6 STUD PARAPET WALL

BASE FLASHING4" CANT

RAFTER w/ R-38 INSUL.,REF. STRUCT. PLANS

WOOD SHIM

10"

2"

NOTE: UNVENTED ATTIC SPACE TO BECOMPLETELY CONTAINED WTIHINBUILDING THERMAL ENVELOPE. ON TOPOF ROOF DECK, INSTALL RIGID FOAMINSULATION W/ VAPOR RETARDERCOATING TO UNDERSIDE OFINSULATION (MUST MEET UL 1256 ANDCONFORM TO IRC 905.9, BUILT-UPROOFING MATERIAL STANDARDS).INSTALL OPEN CELL (AIR PERMEABLE)INSULATION BELOW THE DECKING PERIRC SECT. R806.4 5.2

2'-6" TOP OF PARAPET TO TOP OF ROOF(MAINTAIN 2'-0" MIN. ABOVE ROOF DECK)

BUILT-UP ROOF (RE. ROOF DECK NOTESDTL.6/A4.2 AT ALL ROOF DECK LOCATIONS)

GRADE 'D' BLDG PAPERSPAN-RATED SHEATHING OVER

2x BLOCKING

18" PREFAB. METAL RAILINGTOTAL HEIGHT: 3'-6" MIN.

FROM ROOF DECK SYSTEM


6" ROOF DECK SYSTEM

SPECIFIED OVERHEAD DOOR AND FRAME

GARAGE DOOR STOPHEADER , RE:STRUCTURAL

5/4 X 10 TRIM

5/4 X8 TRIM

5/8" TYPE "X" GYPSUM BOARD

BUILDING WRAP PER WALLASSEMBLYMETAL FLASHING WITH DRIP EDGE

SEALANT

PROTECTO WRAP BT20XL BUILDING TAPE

METAL 'Z' FLASHING WITH END DAM INTEGRALDRIP EDGE

SEALANTSCHEDULED DOOR

FRAME

SCHEDULED CASINGSHIM AS REQUIRED

MOULDING

SELF-ADHERED 20ML POYTETHENEAIR/VAPOUR BARRIER

HEADER RE: STRUCTURALBUILDING WRAP PER WALLASSEMBLY

METAL 'Z' FLASHING WITH ENDDAM INTEGRAL DRIP EDGESCHEDULED CASING

SCHEDULED DOORFRAME

SELF-ADHERED 20ML FLASHING AIR/VAPOR BARRIER

BACKER ROD AND SEALENTMOLDING

BUILDING WRAP AND BUILDING PAPER PERWALL ASSEMBLY

STONE VENEER OR STUCCO FINISH,REFER TO PLANS

3 NO SCALEHEAD AT OVERHEAD DOOR 4 NO SCALE

JAMB AT STONE VENEER 5 NO SCALEDOOR HEADER

STONE VENEER OR STUCCO FINISH,REFER TO PLANS

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ISLANDFIN. FLR.

FINISHEDCLG.

ISLANDFIN. FLR.

FINISHEDCLG.

ISLANDFIN. FLR.

FINISHEDCLG.

D

D

2-16d COMMON (3-1/2"x0.162")

FACE NAIL

4-3"x0.131" NAILS

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


3-3"x0.131" NAILS

29.


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

30. LEDGER STRIP 3-16d COMMON (3"x0.162")

4-3" 14 GAGE STAPLESFACE 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 ATSUPPORTS 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.

TABLE 2304.9.1 NAILING SCHEDULE

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. = ELEVATIONEXT. = 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. = SPECIFICATIONSQ. = 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

KITCHEN INTERIOR ELEVATIONS1

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

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

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

SECTION "DD"

COUNTER TOP

VARIESPER PLAN

FIN. FLR.

BASEPARTITION

BASE CAB.

NO SCALE

VENTILATION CALCULATIONS:

1st LEVEL 1A: ATTIC SPACE (200 SQ. FT.) / 150 = 1.33 SQ. FT. REQUIRED

VENTILATION REQUIREMENTS PER 2015 IRC SECT. R806

1B: EAVE SPACE (94 SQ. FT.) / 150 = 0.62 SQ. FT. REQUIRED

PROVIDE MIN. (2) NEW 15" x 4" * VENTS (.42 SQ. FT. EA.) AT NEW EAVES

TOTAL 1.68 SQ. FT. PROVIDED:

2ND LEVEL 2A: EAVE SPACE (1316 SQ. FT.) / 150 = 8.77 SQ. FT. REQUIRED

PROVIDE MIN. (21) NEW 15" x 4" * VENTS (.42 SQ. FT. EA.) AT NEW EAVES TOTAL 8.8 SQ. FT. PROVIDED:

TOTAL 0.84 SQ. FT. PROVIDED:

2B: EAVE SPACE (130 SQ. FT.) / 150 = 0.86 SQ. FT. REQUIRED


2C: ATTIC SPACE (98 SQ. FT.) / 150 = .65 SQ. FT. REQUIREDTOTAL 0.84 SQ. FT. PROVIDED:


3RD LEVEL 3: EAVE SPACE (214 SQ. FT.) / 150 = 1.42 SQ. FT. REQUIRED



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3

2B 2A

1A

1B2C

ROOF DIAGRAM

ACRYLICWHIRLPOOLSSYSTEM BASIC 6032K-1106

BRASSFAUCETFORTEK-10272-4

FIN. FLR.

FINISHEDCLG.

STILLNESSMULTI-FUNCTION SHOWERHEAD, ARM AND FLANGEBRASSK-968

K-T8232-4TABORETFAUCETSBRASS

FIN. FLR.

FINISHEDCLG.


MODELNUMBERTRADENAMEPRODUCTMATERIAL

FIN. FLR.

FINISHEDCLG.

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

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

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

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, DENVER 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 DRAININLET.

4. ALL GLASS SLIDING DOORS, SHOWER ENCLOSURES, AND WINDOWS WITHIN 60 INCHES OF WET WALKING SURFACES SHALL BETEMPERED.

5. ANY WINDOWS AT STAIRWAYS, STAIRWAY LANDINGS, OR WITHIN 5'-0" OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOMEDGE 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 OFTHE GENERAL CONTRACTOR AND/OR THE ROOFING/DECKING SUB-CONTRACTOR TO PROVIDE THE NECESSARY STANDARD OF CARE,WORKMANSHIP, & MATERIALS TO COMPLETE THE ROOF/DECK CONSTRUCTION WITH A WATER-TIGHT CONDITION. ROOF AND/ORDECK DRAINAGE SHALL NOT BE ALLOWED TO RUN BEHIND ANY FASCIA BOARDS OR ONTO THE EXTERIOR FINISH OF THE STRUCTURE.

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 LOCATEDIN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM. SMOKE ALARMS SHALL BEINTERCONNECTED SO THAT ACTUATION OF ONE 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, OUTLETSFOR 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 THANWOULD BE NORMAL FOR A HAND HAMMER OR MINIMUM EDGES DISTANCE ARE NOT MAINTAINED, THE PERFORMANCE WILL BEDEEMED UNSATISFACTORY.

1 MASTER BATH INTERIOR ELEVATIONS

PRO

JEC

T N

OTE

S 2

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PYRI

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201

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9th

Ave

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ver,

CO

802

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ARCHITECT'S STAMP

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RC

HIT

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2-1

/2 S

TORY

SIN

GLE

FA

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SID

ENC

E30

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H C

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GAME ROOMBEDROOM #5

KITCHENETTE

PWDR 2

W/D

1 SCALE: 1/4"=1'-0"BASEMENT ELECTRICAL PLAN N

ORT

H

GFCI

GFCI

GFCI

GFC

I

GFC

IGFCI

2nd WASHER/DRYER PWR.

REFR PWR.

C

WP

SSSS

S

S

S 3

UP TO FIXT.

S 3S

SS 3SSS

C

C

GENERAL NOTES:

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.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

GFCI

S

WP

X

M

F

ELECTRICAL LEGEND

110V DUPLEX OUTLET110V 4-PRONG OUTLET110V FLOOR OUTLET220V DEDICATED OUTLET

CEILING FAN

SURFACE-MOUNTED INCANDESCENT FIXTURE

CHANDELIER FIXTURE

DISPOSALELECTRICAL SERVICE PANELEXHAUST FANEXHAUST FAN / HEATEREXHAUST FAN / LIGHT FIXTUREEXHAUST FAN / LIGHT/ HEATER FIXTUREEXHAUST FAN / RECESSED LIGHT FIXTUREEXTERIOR FLOOD LIGHT

FLUORESCENT FIXTURE 1'x4'


FLUORESCENT FIXTURE DESIGNATIONGROUND FAULT CIRCUIT INTERRUPT DESIGNATIONHEATER (CEILING-MOUNT)MOTION SENSOR DESIGNATIONOCCUPANCY SENSOR w/ TIMERPENDANT LIGHT FIXTUREPHONE JACKPHONE / DATA JACKRECESSED LIGHT FIXTURESMOKE/CARBON MONOXIDE DETECTOR COMBO (PER DBCA R315.6)SMOKE DETECTORSWITCH w/ TYPE DESIGNATIONTELEVISION CABLE JACKUNDER-CABINET LIGHTINGVANITY FIXTURE -- 2 LIGHTSVANITY FIXTURE -- 4 LIGHTSWALL-MOUNT LIGHT FIXTUREWALL SCONCEWEATHERPROOF HOUSING

H

OCC

C

BASE

MEN

T EL

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ICA

L PL

AN

S

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CO

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201

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A 2

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4900

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Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

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DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

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Y RE

SID

ENC

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OUT

H C

OLO

RAD

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LVD

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ENV

ER, C

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STUDY

2-CARGARAGE

FOYER

PANTRY

PDR.

GREAT ROOM

DINING

COV'D. CONC.PORCH

CONC.PATIO

KITCHEN

CLOS.

MUDRM.

GFCI

GFCI

GFCI

GFCI

GFC

I

GFC

I

GFC

I

REFR PWR.

D/W PWR.

RANGEPWR.

OVEN PWR.

TV PWR.,INPUT, ETC.

GFC

I

GFC

IG

FCI

GFC

I

WP

WP WP

WP

GFCI

GFCI

GFCI

WP

WP

WP

GFC

I

WP

GFC

I

WP

GFC

I

WP

WP

WP

WP

C

S S

S3

S3S3

S3

S

SSS3

S3S3

S 3S 3

S3

SSSSSS3

UP T

O F

IXT.

S 3

DN TO FIXT.

S S 3S 3

S

S3

S3

S

1 1/4"=1'-0"FIRST FLOOR ELECTRICAL PLAN N

ORT

H

C

C

S

D/W

DBL

.O

VEN

GENERAL NOTES:






GFCI

S

WP

X

M

F

ELECTRICAL LEGEND


CEILING FAN


CHANDELIER FIXTURE





H

OCC

C

FIRS

T FL

OO

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ECTR

ICA

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AN

E1.1

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IS N

OT

PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

IS N

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TO S

CA

LE

4900

W. 2

9th

Ave

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Den

ver,

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12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

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2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

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MASTER BDRM.

BDRM. 2

BDRM. 3

LAUND.

STUDY/ LOFT

W.I.C.BATH 2

BATH 3

W

D

ROOF BELOW

W.I.C.

MASTER BATH.

WASHER/DRYER PWR.

GFCI

GFCI

GFCI

GFC

I

GFC

I

GFCI

GFCI

GFCI

WP

WP

WP

WP

WP

WP

WP

S SS

S

S3

S 3

S

S

S3

S3

S3

S

SSS

SS3S3

S3 S3

SSS

S S

S

S3

1 1/4"=1'-0"SECOND FLOOR ELECTRICAL PLAN N

ORT

H

C

C

C

C

C

ROO

F BE

LOW

KITCHENETTE 2D/W PWR.

REFR PWR.

GFC

I

GFC

I

GFC

I

GFCI

WP

GFCI

WP

S

S3S3

S 3S

S WP

WPWP

WP

S

S

2 1/4"=1'-0"ROOF DECK ELECTRICAL PLAN N

ORT

H

C

ROO

F BE

LOW

GENERAL NOTES:






GFCI

S

WP

X

M

F

ELECTRICAL LEGEND


CEILING FAN


CHANDELIER FIXTURE





H

OCC

C

SEC

ON

D F

LOO

R /R

OO

F D

ECK

E1.2

ELEC

TRIC

AL

PLA

NS

CO

PYRI

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201

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IS N

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PRIN

TED

ON

A 2

4"x3

6" S

HEET

, IT

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OT

TO S

CA

LE

4900

W. 2

9th

Ave

nue

Den

ver,

CO

802

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3.63

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14fa

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| 3

03.4

33.0

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DATE ISSUEPROJECT #

SHEET #



ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161107

GA

LLEG

OS

RESI

DEN

CE

NEW

2-1

/2 S

TORY

SIN

GLE

FA

MIL

Y RE

SID

ENC

E30

64 S

OUT

H C

OLO

RAD

O B

LVD

.D

ENV

ER, C

OLO

RAD

O


E R NEW 2-1/2 STORY CUSTOM RESIDENCE GALLEGOS …€¦ · elev. field verified 5470.6' elev. field...

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Transcript of E R NEW 2-1/2 STORY CUSTOM RESIDENCE GALLEGOS …€¦ · elev. field verified 5470.6' elev. field...