EXIS

TING

10'

WID

E A

LLEY

PRO

PERT

Y LI

NE

125.

17' (

125.

0')

PROPERTY LINE 123.85' (125.0')

WIN

ON

A C

T.

A

FRONT 65% OF 125'/ 35' HT. MAX.80'-6" /

B

PROPERTY LINE 123.82' (125.0')

WINONA CT.

UPPER STORY SETBACK(ABOVE 25'-0")

UPPER STORY SETBACK(ABOVE 25'-0")

A

SITE LEGEND

PROPOSED PROJECT:

2 1/2-STORY TOWNHOMES (12 UNITS, APPROX. 1,100 S.F. EA.)

PARKING REQT: 1 SPACE PER UNIT (SECT. 5.4.4)12 SPACES REQUIRED/ 12 FULL SPACES PROVIDED

ZONING INFORMATION:ZONING DESIGNATION ............................. U-RH-3ABUILDING FORM ........................................ROW HOMEOCCUPANCY GROUP .............................. IRC TOWNHOMESCONSTRUCTION TYPE ................................ V-B, NON-SPRINKLEREDMINIMUM ZONE LOT WIDTH ...................... 50'-0"MIN. LOT SIZE ................................ 6,000 SQ. FT.ACTUAL LOT SIZE ....................................... 0.36 ACRES, 15,681 SQ. FT.

SETBACKS ................................................... FRONT: 20'-6" (BLOCK SENSITIVE)

DESIGN ELEMENT ................................. EACH UNIT TO HAVE STREET FACING ENTRANCE

MAXIMUM NUMBER OF STORIES ............... 2-1/2MAXIMUM BUILDING HEIGHT* ...................35' (FRONT 65%)/ 19' (REAR 35%)

PARKING REQUIRED ........................ 1 SPACE PER UNIT REQD.

EXISTING STRUCTURE TO BE REMOVED

PROPERTY BOUNDARY

SETBACK INDICATION

PARKING STALL 8.5' x 17.5'

NOTE: ROOFTOP AND UPPER STORY DECKS PROHIBITED IN REAR 35% OF ZONE LOT, PER SECT. 5.3.5.1

(1 PER UNIT PROVIDED)

BUILDING FORM: ROWHOME

/ SIDE INTERIOR: 5'-0"REAR: ALLEY 12'-0"

ACCESSIBILITY NOTES:ACCESSIBILITY POINTS ARE BASED ON THE COLORADO TITLE 9 ARTICLE 5, SECTION9-5-105. 12 DWELLING UNITS REQUIRE 6 ACCESSIBILITY POINTS. 6 POINTS WILL BEACHIEVED BY HAVING 6 UNITS MEET TITLE 9 TYPE B VISITABLE GROUND FLOOR UNITS.

TYPE B VISITABLE GROUND FLOOR UNITS: UNITS 1280,1284,1286,1288,1260 & 1266 = 1 POINT EACH TOTAL POINTS PROVIDED = 6 POINTS

REAR BASE PLANE .............................. 5339.0'

SIDE STREET: 5'-0"

(NO PARKING ALLOWED BETWEEN BLDG. & PRIMARY/ SIDE STREETS)

STEPBACKS .................................................UPPER STORY FRONT STREET:

DETACHED GARAGE ...............................................1 STORY/ 17' HT. MAX. 10' BULKPLANE AT PRIMARY & SIDE STREET (TYP. 1 SPACE PER UNIT PROVIDED)

SETBACKS (GARAGE WITHIN REAR 35%)...... / SIDE INTERIOR: 0'-0"SIDE STREET: 5'-0"

UNIT ENTRY

UPPER STORY SIDE & SIDE STREET SETBACK: 15'-0" , ABOVE 25'-0" FOR FLAT ROOFS

10'-0" FOR FLAT ROOFS ABOVE 25'-0" (NO FLAT ROOFS FACING FRONT STREET,SEE TYP. BLDG. SECTION BELOW)

PARKING

43'-5"/ REAR 35%

DET

AC

HED

GA

RAG

E BL

DG

. 4

N. BLDG.UNIT 11280

N. BLDG.UNIT 21284

N. BLDG.UNIT 31286

N. BLDG.UNIT 41288

M. BLDG.UNIT 51278

M. BLDG.UNIT 61276

M. BLDG.UNIT 71274

M. BLDG.UNIT 81270

S. BLDG.UNIT 91260

S. BLDG.UNIT 101264

S. BLDGUNIT 111266

S. BDGUNIT 121268

(3) 6" Risers

(2) 6" Risers

(2) 6" Risers

(1) 6" Riser

(3) - 7" Risers

X

X

X

X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X

HATCH

INDICATES 6'

EASEMENT

UP

UP UP UP

1278

1276

1274 1270

UP

UP

UP UP

1260 1264 1266 1268

VISITABLEUNIT

VISITABLEUNIT

1280

UPUP

VISITABLEUNIT

VISITABLEUNIT

VISITABLEUNIT

VISITABLEUNIT

1284 1286 1288

UPUP

TYPE B VISITABLE ACCESSIBLE ENTRANCE,

PER ANSI A117.1-2003, SECT. 1004.5.2.2.B THRESHOLDS TO BE 1/2" MAX. HEIGHT

1 of 4 NEW STRUCTURES (SINGLE PERMIT)

AENCLOSED BICYCLE PARKING SPACE

A A

B

B

B

B

IRC TOWNHOMES

B B

PRIMARY BASE PLANE .............................. 5338.0'

UNIT 1280 UNIT 1284 UNIT 1286 UNIT 1288

UNIT 1278UNIT 1276 UNIT 1274

UNIT 1270

UNIT 1260 UNIT 1264 UNIT 1266 UNIT 1268

28'-4

"

58'-4"

62'-0"5'-0"

4'-0

"28

'-10"

4'-0

"

36'-1

0"22

'-10"

5'-0

"5'

-0"

4'-0

"

35'-0

"

10'-0

"

20'-6"

20'-7"

20'-6"

36'-1

0"4'

-0"

10'-0

"

63'-9"

34'-1

0"

4'-2

1 2"

28'-4

"

5'-7

"5'

-2"

5'-8

"5'

-2"

7'-11" 18'-9" 13'-0"

9'-412"

13'-212"

MET

ERS

ELEC

.M

ETER

SEL

EC.

MET

ERS

ELEC

.

114'

-8"

5'-2

"5'

-2"

5340.50'REF. SURVEY

5341.08'REF. SURVEY

5336.71'REF. SURVEY

5337.78'REF. SURVEY

5338.81'REF. SURVEY

5341.26'REF. SURVEY

B

A

A

B

KEY NOTES: MAILBOX LOCATION

NEW SINGLE-SIDED BIKE RACK, (42"x72" AREA, 2 BIKES) BY PEAK RACKS, OR APPROVED EQUAL

C D

7'-712" 7'-0" 6'-0"

EASEMENT

10'-0"

13'-012"

PRO

PERT

Y LI

NE

125.

12' (

125.

0')

FF. 5341.30'

FF = 5340.25'

FF = 5339.25' FF = 5339.50' FF = 5339.75' FF = 5340.0'

FF. 5341.30' FF. 5341.30' FF. 5341.30'

FF = 5340.25' FF = 5340.25'

FF = 5340.25'

2'-0"

3'-0"

5'-0"

5'-0"

4'-0"3'-11"

3'-712"5'-10"

18'-9"

3'-412"9'-8"

X X X ACCESSIBLE ROUTE

NORTH BLDG. 11280-1288 WINONA

MIDDLE BLDG. 21278-1270 WINONA

SOUTH BLDG. 31260-1268 WINONA

PROPOSED PROPERTY LINE

X X X X X X X X X X X X X X X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X X X X X X X X X X X X X X X X X X X X X X

XX

XX

XX

XXA

CC

ESS.

RO

UTE

20'-7"

ROO

F O

.H.

ROO

F O

.H.

ROO

F O

.H.

ROO

F O

.H.

6" R

OO

F O

.H.

ROO

F O

.H.

3'-012"

(REFER TO UNIT PLANS 1270 & 1274)

NOTE:THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVE COMPLIANCE METHOD WITHIN THEREQUIRED CODE ANALYSIS PER IECC SECTION R103.2/IRC SECT. N1101.5.

REFER TO BUILDING SECTIONS FOR INSULATION R-VALUES AND U-VALUES AS WELLAS SHT. A6.1 FOR BUILDING THERMAL ENVELOPE DIAGRAM WITH INSULATIONVALUES AND THE AIR LEAKAGE CHECKLIST CHART.

3'-0"

2'-0

"2'

-0"

5'-1

1"

5'-0

"

5'-0

"

2

5'-0

"

9'-0

"

2

1 HR. ROOF EAVE , SEE DTL. 5A/ A5.0

3'-0"

4'-1

1"

INDIVIDUAL FLOOR PLANS1 HR. RATED WALL, RE.

E

N

NW

SW

NE

SE

S

W

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

WINONA COURT 12NEW 2 1/2-STORY TOWNHOMES

DENVER, COLORADO

TRANSPORTATION NOTES:1. SITE PLAN APPROVAL DOES NOT CONSTITUTE A NOTICE TO PROCEED FOR ROW WORK. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PROJECT ROW PERMITS

ASSOCIATED WITH CONSTRUCTION IN THE RIGHT-OF-WAY. IMPROVEMENTS MADE WITHIN THE PUBLIC RIGHT-OF-WAY TOTALING MORE THAN $20,000 REQUIRE A PERFORMANCEBOND. CONTACT THE ROW INSPECTOR FOR THIS AREA OF THE CITY: NICK ARMBRUST AT (303) 446-3681 AT LEAST 2 WEEKS BEFORE ANY ROW PERMIT NEEDS.

2. ALL WORK IN THE ROW SHALL CONFORM TO CURRENT CITY AND COUNTY OF DENVER SPECIFICATIONS, SHALL BE PERFORMED BY A LICENSED AND BONDED RIGHT-OF-WAYCONTRACTOR, AND REQUIRE INSPECTION BY THE CITY PRIOR TO A TEMPORARY CERTIFICATE OF OCCUPANCY (TCO) OR CERTIFICATE OF OCCUPANCY (CO) BEING ISSUED.

3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING ADEQUATE TRAFFIC CONTROL THROUGHOUT THE PROJECT, INCLUDING PROPER TRAFFIC CONTROL DEVICESAND/OR PERSONNEL AS REQUIRED. A TRAFFIC CONTROL PLAN (TCP) IS SUBJECT TO CITY AND COUNTY OF DENVER AND/OR CDOT APPROVAL PRIOR TO COMMENCING WORKON ROADWAY ROW. A COPY OF APPROVED TCP's MUST BE AVAILABLE ON SITE DURING WORK. TRAFFIC CONTROL TO BE IN ACCORDANCE WITH M.U.T.C.D., SECTION VI.

4. PER SECTION 49-551.1 OF THE DENVER MUNICIPAL CODE, THE PROPERTY OWNER OR LESSEE OF ANY REAL PROPERTY IS RESPONSIBLE FOR THE CONTINUING CARE, MAINTENANCE,REPAIR, AND REPLACEMENT OF ALL IMPROVEMENTS INSTALLED IN THE PUBLIC ROW BETWEEN THE PROPERTY LINE AND THE CURB LINE ADJOINING THEIR PROPERTY.

5. ALL EXISTING DRIVEWAYS AND WALKWAYS TO BE REMOVED AND REPLACED WITH VERTICAL CURB AND GUTTER, PER CCD STANDARDS. FILL AND REPAIR ADJACENT TREE LAWN.

NOTE: FUEL GAS LINES WILL NOT PASS THROUGH TOWNHOUSE UNITS, IRC G2415.1.WATER SUPPLY LINES NOT ALLOWED TO PENETRATE UNIT DEMISING WALLS PER DENV. BLDG. DEPT.

NOTE : ALL UNITS SHALL BE PROVIDED WITH INDIVIDUAL UTILITIES SERVING EACH UNIT FROM THE EXTERIOR OF THE BUILDING. NO UTILITY (WATER, GAS, ELECTRIC,ETC.) SHALL PASS THROUGH THE COMMON 2-HR. FIRE RESISTIVE RATED WALLS NOR THE COMMON FOUNDATION STEM WALLS OR CRIPPLE WALLS. (IRC SectionR302.2.) THE GAS LINES SHALL NOT RUN BELOW THE BUILDING AND SHALL SERVE EACH UNIT FROM A SEALED PENETRATION ABOVE GRADE (IFGC SECT. 404).

FIRE SEPARATION REQUIREMENTS (IRC SECT. R302.1):PROJECTIONS MIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE NON-RATED. OPENINGSMIN. OF 5' FROM A FIRE SEPARATION LINE MAY BE UNLIMITED AND NON-RATED.

SITE LIGHTING NOTES:ANY PROPOSED LIGHT FIXTURES INSTALLED ON PRIVATE PROPERTY, ADJACENT TO THE PUBLICRIGHT-OF-WAY, SHALL BE ORIENTED IN SUCH A MANNER OR LIMITED IN LUMEN OUTPUT TO PREVENTGLARE PROBLEMS AND SHALL NOT EXCEED NATIONAL I.E.S. LIGHTING STANDARDS FOR DISABILITY GLARE.

THIS PROJECT SHALL COMPLY WITH THE PRESCRIPTIVECOMPLIANCE METHOD WITHIN THE REQUIRED CODEANALYSIS PER IECC SECTION R103.2/IRC SECT. N1101.5.

CO

PYRI

GHT

201

7IF

THI

S D

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ING

IS N

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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

nue

Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161103

WIN

ON

A C

OUR

T TO

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HOM

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FAM

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RESI

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PRO

JEC

T12

60-1

288

N. W

INO

NA

CO

URT

DEN

VER

, CO

LORA

DO

05.19.17 BUILDING SUBMITTAL JK

1 08.11.17 BUILDING REVISIONS JK

2 08.25.17 BLDG. REVISIONS JK

SITE

PLA

N N

. WIN

ON

A C

T.D

ETA

CHE

D G

ARA

GE

A1.0

1

2

BA114'-8"

18'-8

1 2"

512"

9'-612" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-8"

51 2"

18'-3

"

4'-5" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 5'-9"

5'-1" 9'-612" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 9'-6" 5'-1"

3068

3068

3068

3068

3068

3068

3068

3068

3068

3068

3068

3068

8070 OH. 8070 OH. 8070 OH. 8070 OH. 8070 OH. 8070 OH. 8070 OH. 8070 OH. 8070 OH. 8070 OH.8070 OH. 8070 OH.

FLOOR PLANSCALE 3/16" = 1''-0"1 NORTH

DETACHED GARAGEA2.74

A2.74

A1.74

(TYP. @WEST WALL)

4'-0

"

3'-4

1 2"

BA114'-8"

A2.74

1

2

18'-8

1 2"

4" O

H.4"

OH.

4" OH. 4" OH.

12

3

12

3

ROOF PLANSCALE 1/4" = 1''-0"2 NORTH

DETACHED GARAGE12

3

12

3

12

3

12

3

12

3

12

3

12

3

12

3

12

3

12

3

12

3

12

3

A2.74A1.7

4(TYP. @WEST ROOFEAVE)

GENERAL NOTES:

1. DIMENSIONS ARE SHOWN TO FACE OF STUD (EDGE OF BUILDING FRAME), TO CENTER/EDGE OFDOOR FRAME, AND TO CENTER OF WINDOW.

2. THERE SHALL BE NO MORE THAN 3/8" VARIATION BETWEEN STAIR RISERS OR BETWEEN THE RUN OFSTEPS IN ANY STAIRCASE. MINIMUM RISE FOR EACH STEP TO BE AT LEAST 4" AND NOT GREATER THAN7.75".

3. EXTERIOR LANDINGS SHALL NOT BE MORE THAN 1/4" BELOW TOP OF THRESHOLD AT ACCESSIBLEUNIT EXTERIOR EGRESS DOORS. EXTERIOR LANDINGS AT NON-EGRESS EXTERIOR DOORS SHALL NOTBE MORE THAN 7-3/4" BELOW TOP OF THRESHOLD. LANDINGS MUST BE AT LEAST AS WIDE AS THEDOOR AND A MINIMUM OF 36" IN THE DIRECTION OF TRAVEL.

4. TYPICAL WINDOW HEADERS: 84", U.O.N.5. TYPICAL CEILING HEIGHT: 9'-0" (1st Flr.), 8'-0" (2nd + 3rd Flr.) REFER TO ELEVATIONS6. SEE SHT's. A2.0 THRU A2.5 EXTERIOR ELEVATIONS.7. SEE CIVIL DWGS. FOR DETAILED FINISHED FLOOR ELEVATIONS.8. SEE SHT. A6.0 & A6.1 FOR ADDITIONAL PROJECT NOTES & ABBREVIATION TRANSLATIONS.

DOOR/WINDOW LABEL DESCRIPTION:EXAMPLE: 6068 = 6 0 6 8

1 HR. RATED WALL ASSEMBLY, (SEE DETAIL 6, A4.1)

PROPOSED PROPERTY LINE

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

2 HR. RATED WALL ASSEMBLY (SEE DETAIL 6 &6A, A4.0)

2

RATED ASSEMBLIES IRC SECT.R302.1 (1):

WALLS: WITHIN 5': 1 HR.OPENINGS:

DISTANCE TO PROPERTY LINE

WITHIN 3': NOT ALLOWED3' TO 5': 0 RATED/ 25% OPENINGS MAX5' MIN: 0 RATED/ UNLIMITED OPENINGS

PROJECTIONS: WITHIN 2': NOT ALLOWED>2' TO <5': 1 RATED TO UNDERSIDE> 5' MIN: 0 RATED -

- 1 HR. ROOF EAVE

(SEE DTL. 5A/A5.0 & DTLS. 1,5,6 / A5.1)

1

2

BA

WP WP

WP WP

SS

OPENERPWR. OPENER

PWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

WP

WP

OPENERPWR.

SS

GARAGE ELECTRICAL PLANSCALE 3/16" = 1''-0"3 NORTH

DETACHED GARAGE

GENERAL NOTES:

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

FIXTURES TO ACCOMMODATE FUTURE CEILING FAN INSTALLATION.3. ALL OUTLETS IN KITCHEN/BATH(S) LABELED WITH GFCI PROTECTION ARE INSTALLED AT

COUNTER-HEIGHT, U.O.N.4. ALL FLUORESCENT FIXTURES ARE FOUR-PIN TYPE.5. CONTRACTOR TO COORDINATE LOW-VOLTAGE INSTALLATION w/ OWNER.6. SEE SHT's. A6.0 & A6.1 FOR ADDITIONAL ELECTRICAL NOTES.7. REF. ELECTRICAL ONE-LINE DIAGRAM BY OTHERS.

S

WP

ELECTRICAL LEGEND

110V DUPLEX OUTLET

110V CELING OUTLET SURFACE-MOUNTED INCANDESCENT FIXTURE SWITCH

WALL-MOUNT LIGHT FIXTUREWEATHERPROOF HOUSING

2

EXT. WALL STUDDOUBLE TOP PLATE

1x FASCIA

PER PLAN

BUILDING PAPER

EXTER. SIDING, RE. ELEVS.

SPAN-RATED SHEATHING

4 NO SCALE1-HR RATED WALL & EAVE DTL.

30 LB. FELT PAPER

(MIN. CLASS 'C' RATING)COMP. SHINGLE ROOFING,

(1) LAYERS TYPE 'X' 5/8"

VERTICALLY EA. SIDE OF WALL

EAVE: (GA RC-2602)

PER ROOFPLAN

WALL: (UL U305)

GYP. BD. APPLIED

(NO OPENINGS ALLOWED)(2) LAYERS TYPE 'X' 5/8"

NOTE: WALL TO BE 1-HR. RATED ON BOTH SIDES

CO

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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 #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161103

WIN

ON

A C

OUR

T TO

WN

HOM

ESN

EW M

ULIT-

FAM

ILY

RESI

DEN

TIAL

PRO

JEC

T12

60-1

288

N. W

INO

NA

CO

URT

DEN

VER

, CO

LORA

DO

05.19.17 BUILDING SUBMITTAL JK

1 08.11.17 BUILDING REVISIONS JK

2 08.25.17BLDG. REVISIONS JK

FLO

OR

PLA

NRO

OF

PLA

NEL

ECTR

ICA

L PL

AN

DET

AC

HED

GA

RAG

E

A1.7

18'-8"18'-8"

EXTERIOR ELEVATION - WEST FACINGSCALE 3/16" = 1''-0"DETACHED GARAGE1

EXTERIOR ELEVATION - NORTH FACINGSCALE 3/16" = 1''-0"DETACHED GARAGE2

EXTERIOR ELEVATION - SOUTH FACINGSCALE 3/16" = 1''-0"DETACHED GARAGE3

55

14"4"4"4"

5

5

⅊

135°

10'-0"

11

115'-0"(115'-4" / DIM. TO EXTERIOR FACE OF FINISH)

1

⅊

135°

10'-0"

5'-0"5'-0"

4"

4"

11

FIN. FLR. HT.

5336.2'

BASE PLANE HEIGHTAT REAR 35%

5339'

SOUTH GARAGE BAY

8'-0"

8'-0"

8'-0"

FIN. FLR. HT.

5341.7'NORTH GARAGE BAY

9'-7"13'-7"

OPENING CALCULATIONS:

WALL AREALOCATION * PERCENTAGE

180 SQ. FT. 18.2%GARAGE / WEST WALL

**OPENING AREA

* NOTE: 25% MAX. ALLOWED AT WALLS WITHIN 5' OF PROPERTY LINES, PER IRC 302.1 (1)

988 SQ. FT.

* * 10 DOORS @ 18 SQ. FT. EACH = 180 SQ. FT.

2

5AA5.0

4"

4"

5AA5.0

ABBREVIATION TRANSLATIONS.

EXTERIOR FINISH KEY NOTES: 6" HORIZONTAL LAP SIDING

3-COAT STUCCO

COVERED PORCH ENTRY

1

2

3

4

5

6

7

8

11

12

(8' PRIMARY, 5' SIDE STR. ENCROACHMENT

F

F

F

F

F

F

F

F

F

F

GABLE CANOPY AT COVERED ENTRY

8" HIGH DECOR. WINDOW SILL

1/2" THIN BRICK VENEER,1/2" THICK RUNNING BOND

PITCHED ROOF, RE. ELEVS FOR PITCH

PARAPET WITH 12" CAP (NOT TO COUNT TOWARD BLG.HT. PER SECT. 5.3.7.4)

(3' PRIMARY, SIDE, SIDE STR. & 5' REAR ROOF O.H. ENCROACHMENT ALLOW PER SECT. 5.3.7.4)

ALLOWED PER SECT. 5.3.7.4)

(3' PRIMARY,SIDE STR., INTERIOR ENCROACHMENT ALLOWED PER SECT. 5.3.7.4)

6" HIGH DECOR. WINDOW/DOOR HEADER

DECOR. CANOPY ABOVE ENTRY(3' PRIMARY,SIDE STR., INTERIOR ENCROACHMENT ALLOWED PER SECT. 5.3.7.4)

9F ROOF DECK WITH 3' HIGH METAL RAILING(SAFETY RAILING NOT TO COUNT TOWARDS BLDG. HT., PER SECT. 5.3.7.1)

10F NOT USED

5AA5.0

FDTN.,REF. STRUCT. PLANSFDTN.,

REF. STRUCT. PLANS

12

3

2x6 EXT. WALLw/ R-20 INSUL, TYP.

R-49 INSUL., SEE STRUCT. PLANSSLOPE ROOF W/

5337.7'FIN. FLR.

5349.7'CEIL. PLATE

8'-0

"

1A5.0

BUILDING SECTIONSCALE 3/16" = 1''-0"DETACHED GARAGE5

2

2

5

5

⅊

135°

10'-0"

11

115'-0"(115'-4" / DIM. TO EXTERIOR FACE OF FINISH)

1

⅊

135°

5'-0" 5'-0"

EXTERIOR ELEVATION - EAST FACINGSCALE 3/16" = 1''-0"DETACHED GARAGE4

4"

4"

11

FIN. FLR. HT.

5336.2'

BASE PLANE HEIGHTAT REAR 35%

5339'

SOUTH GARAGE BAY

8'-0"

8'-0"

8'-0"

FIN. FLR. HT.

5341.7'NORTH GARAGE BAY

BASE PLANE HEIGHTAT REAR 35%

5339'

9'-7"

13'-7"

FRONT 65% OF 125'/ 35' HT. MAX.80'-6" / 43'-5"/ REAR 35%

DET

AC

HED

GA

RAG

E BL

DG

. 4

(3) 6" Risers

(2) 6" Risers

(2) 6" Risers

(1) 6" Riser

(3) - 7" Risers

X X X X X X X

MIDDLE BLDG. 21278-1270 WINONA

SOUTH BLDG. 31260-1268 WINONA

NORTH BLDG. 11280-1288 WINONA

1260 1264 1266 1268

1278

1276 1274 1270

1280 1284 1286 1288

PRO

PERT

Y LI

NE

125.

17' (

125.

0')

PRO

PERT

Y LI

NE

125.

12' (

125.

0')

PROPERTY LINE 123.82' (125.0')

GENERAL NOTES:

1. BUILDING ELEVATIONS MAY NOT ILLUSTRATE EVERY CONDITION IN THEFIELD. COORDINATE WITH DESIGN & STRUCTURAL PLANS FORVERIFICATION.

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

3. SEE SHEETS A6.0 & A6.1 FOR ADDITIONAL PROJECT NOTES &ABBREVIATION TRANSLATIONS.

CO

PYRI

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201

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Den

ver,

CO

802

12of

fice

| 30

3.63

0.95

14fa

x

| 3

03.4

33.0

330

DATE ISSUEPROJECT #

SHEET #

KSA ARCHITECTURE, LLC. ALL RIGHTS RESERVED.

SHEET SIZE: 24" x 36"

ARCHITECT'S STAMP

BYREV.

RC

HIT

CTU

RA

EE

161103

WIN

ON

A C

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T TO

WN

HOM

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INO

NA

CO

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05.19.17 BUILDING SUBMITTAL JK

1 08.11.17 BUILDING REVISIONS JK

2 08.25.17 BLDG. REVISIONS JK

BUIL

DIN

G S

ECTIO

N E

XTER

IOR

ELEV

ATIO

NS

DET

AC

HED

GA

RAG

E

A2.7

KEY PLANNOT TO SCALE

A2.74

A2.73

E

NNW

SW

NE

SES

W

A2.72

A2.71