2931

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7204

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PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

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372

09

TITLE SHT

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

ARCHITECT:

INDEX TO DRAWINGS:

ALLOWABLE: 45'MAXIMUM HEIGHT:STORIES: THREE

OCCUPANCY: RESIDENTIAL TOWNHOMES UNDER IRC CODE - 26 UNITSSINGLE FAMILY WITH 2 HR SEPARATION WALLS

CODES DATA

APPLICABLE CODES:

PROVIDED - 45'

QUIRK DESIGNS NASHVILLE, TENNESSEE 37204PH 615-269-9248 FAX 615-627-1298EMAIL - quirkdesigns@comcast.net

2931 BERRY HILL DRIVE SUITE 200

CONSTRUCTION: TYPE 5B, UNSPRINKLED

TOTAL AREA:A UNITS 4 X 1772 SF EACH = 7088 SFB1 1 X 2416 SFB2 1 X 2601 SFC UNITS 20 X 1766 SF EACH = 35520 SF

TOTAL = 47625 SF

SITE DESIGNDALE & ASSOC.516 HEATHER PLACENASHVILLE, TN 37204

NO ACCESSIBLE UNITS REQD. PER IBC SECTION 1107.7.2(Multi-story units, no elevators in units).

2012 International Residential Code (except Chapter 11)2012 International Plumbing Code2012 International Mechanical Code2012 International Fuel Gas Code2012 International Property Maintenance Code2012 International Fire Code2009 International Energy Conservation Code2008 National Electrical CodeICC A117.1-2009 Accessible and Usable Buildings and Facilities

SHEET INDEXID

T1AC1

NameTITLE SHTSITE PLAN - UNIT LAYOUTS

T1AC1A1A2A3A4A5A6A7A8A9A10A11A12A13A14A151

TITLE SHTSITE PLAN - UNIT LAYOUTSTYPICAL 'A' UNIT PLANB UNIT PLAN - FLRS 1, 2B UNIT FLRS 3, ROOF DECKTYPICAL C UNIT PLANFOUNDATIONS - A, CFOUNDATIONS - B,EFOUNDATION - DELEV - BLDG A, N, EELEV - BLDG A- S, WEND ELEVATIONSWDW SCHEDULESBLDG SECTIONSBLDG SECTIONSWALL SECTIONS3D VIEWS3d view

9'-1

"2'

-0"

8'-1

"2'

-0"

8'-1

"5'

-11"

44'-3

1/2

"

CLG

CLG

CLG

DIMENSIONAL SHINGLESMETAL COPINGVERTICAL METAL SIDINGSMOOTH FACE HARDIPLANK, 6" EXPOSUREEPDM ROOFING & METAL DRIP EDGEHARDIPANEL, SMOOTH FACE, PAINTEDVINYL WDWSBRICK VENEERPREFAB METAL CANOPYCULTURED STONE VENEER

ROOF CRICKET BEHIND WALL

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

Townhomes

2931

BE

RR

Y H

ILL

DR

IVE

SU

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200

NA

SH

VIL

LE, T

N 3

7204

Pho

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615)

269

-924

8 Fa

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15) 6

27-1

298

emai

l: qu

irkde

sign

s@co

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st.n

etQ

UIR

K D

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IGN

S

REVISION

PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

AC1

/CA

D F

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S/W

OR

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016/

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002

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372

09

SITE PLAN - UNITLAYOUTS

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

40'

25'

I.P.(N)

I.P.(N)

I.P.(N)

BLDG.

!"####$%&'&$(####)*'+####,-./0

(12'34##)

*'+#,5./0

CHARITY MISSION FOR CHRIST

BOOK 8258, PAGE 681, R.O.D.C., TN.

MAP 70-07 PARCEL 19.00

5'-15' MBSL

5'-15' MBSL

5'-15' MBSL

20' TYPE C LANDSCAPE BUFFERYARD

20' TYP

E C

LAN

DS

CA

PE

BU

FFER

YA

RD

24' Private D

rive

11' ROW DEDICATION

UNIT 1 UNIT 2 UNIT 3 UNIT 4

UN

IT 5U

NIT 6

UN

IT 7U

NIT 8

UN

IT 9U

NIT 10

UN

IT 11U

NIT 12

UN

IT 13U

NIT 14UNIT 15

UNIT 16UNIT 17

UNIT 18UNIT 19

UNIT 20

UNIT 26

UN

IT 2

1U

NIT

22

UN

IT 2

3U

NIT

24

UN

IT 2

5

8

5

(Standard D

uty Pavem

ent)

(Standard Duty Pavem

ent)

8" SS

24' Private Drive

8" SS

(Standard Duty Pavement)

24' Private Drive

8" W

Contractor to Ensure Proposed

ST-210 Sidewalk is installed around

Existing Signal Pole as shownExisting Pole to be Relocated to

Grass Strip. Contractor/Developer to

coordinate with Utility Provider

Install ADA Accessible Ramp per

MPW Standards

Install ST-324 Driveway Ramp per

MPW Standards (See Detail

this Sheet)

4' Private Sidewalk

Sawcut Existing Edge of Pavement

and Install ST-200 Curb and Gutter

per MPW Standards (See Detail

this Sheet)

Sawcut Existing Edge of Pavement

and Install ST-200 Curb and Gutter

per MPW Standards (See Detail

this Sheet)

Sawcut Existing Edge of Pavement

and Install ST-200 Curb and Gutter

per MPW Standards (See Detail

this Sheet)Install ST-324 Driveway Ramp per

MPW Standards (See Detail

this Sheet)

Install 5' Walk with 4' Grass Strip per

ST-210 Sidewalk per MPW Standards

(See Detail this Sheet)

Install 8' Walk with 6' Grass Strip per

ST-210 Sidewalk per MPW Standards

(See Detail this Sheet)

Courtyard

30' Private Drive

8" SS

8" SS8" W

Proposed Right of Way Dedication

to be Recorded prior to Building

Permit Signoff from MPW.

Existing ROW= 80', Pro ROW=102'

(11' Dedication-Half of Additional

ROW)

8" SS

8" W

8" W

8" W

8" W

8" SS

4' P

rivat

e Si

dew

alk

4' Private Sidewalk

Stormwater

Stormwater

Solid Waste Enclosure

(See Detail this Sheet)

4' Private Sidewalk

80.0' 91.0'

50.0'

24.0'

30.3'

24.0'

8.5'

18.0'

8.5'

18.0'

30.0'

Proposed Retaining Wall. Footer to

Extend below Invert of Bioretention

Area (See Sheet C4.0 for Heights)

PU

DE

PUD

E

PUDE

PUDE

,6750#89:;57

66'<=

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BDDB==B

B#E:8.F

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Public Works Notes

1.All work within the public right of way requires an excavation permit from the

department of public works.

2. Proof-rolling of all street subgrades is required in the presence of the public

works inspector. Inspection of the binder course is required prior to final

paving in the presence of the public works inspector. These requests are to

be made 24 hours in advance.

3. Stop signs are to be 30 inch by 30 inch.

4. Street signs to have six inch white letters on a nine inch green aluminum

blade, high intensity reflective.

5. All pavement marking are to be thermoplastic.

Sewer main 3' Min.(see plan)

(Size varies)

GRAVITY SEWER CLEANOUT DETAIL

N.T.S.

END OF LINE

IN LINE

Finished gradeat paved areas

4000 PSI concrete

at 28 daysZurn Z1450-8

2'X2'

4" min.

1"

6"

4" min.

Finished grade atunpaved areasCleanoutFinished grade at

paved areasTo match sewerpipe material

TE".4>BBH#F#NW#9

35 psi concrete walk with 6x6x6

w.w.m. continuous

compacted subgrade

4" crusher run aggregate

compacted 95%

finish grade

1% slope to street

varies - see site plan

!"#$%&$'()*+",&()-+'"

./-/$/

6'-0" Min.

2" Aspaltic concrete surface (411D)

9" Bituminous Binder (B-M2)

Flowable fill (If required

by Public Works)

Crushed Stone

compacted in 6" layers

2'-0" Min.

2'-0" Min.

2'-0" Min.

2"

9"

TRENCH REPAIR( ST-270)

N.T.S.

Water and Sewer Service Notes

1. All water and/or sewer services, along with appurtenances, shall be installed in accordance with specifications and

standard details of the Metro Water Services.

2. All connections to existing manholes shall be by coring and resilient connector method.

3. Vertical Double Check Valve Assemblies that are located in interior rooms can only be used for fire services.

4. All water meters shall be a minimum of 24" not to exceed a maximum of 28" below finished grade.

5.Irrigation line shall be copper from the meter to the backflow preventer.

6. The minimum fees outlined in the capacity letter must be paid before commercial construction plans can be

reviewed.7. All sewer services shall be 6 inches in diameter from connection at the main until the first cleanout assembly.

8. Backflow device to remain accessible at all times.

9. Plan size shall be 24"x36" and shall show contours around the meter boxes.

STANDARD POST CURBN.T.S.

9"

20'1/2"

6"

1/2"

6"

14"

General Notes:1. Expansion joints to be spaced a max. of 100'

apart or as directed by engineer.

2. Expansion joints will also be required at tangent

points, ramps, and inlets.

3. Contraction joints are to be cut into curb and

gutter every 10' to a depth of D4, where d equals

the thickness of the section. The spacing of 10'

may be reduced at closures but no section of curb

shall be less than 10'.

4. Cost of joins to be included in the unit bid price

for concrete curb.

6' wood gate to be

solid visual barrier

screen wall to match building

SOLID WASTEENCLOSUREN.T.S.

DUMPSTERSCREENING DETAIL

N.T.S.

6' screen fence /wall at dumpster

6' opaque gates

6" pipe bollards (typ)

10'-0"3'-0"

8'-0"

3'-0"

14'-0" sloped

6" conc.dumpster pad8'x14'

8" CRUSHED STONE PLACED IN (2) 4"

SEPARATELY COMPACTED LAYERS

TOPPING MIX

2" ASPHALTIC CONCRETE

COMPACTEDSUBGRADE

0+1)2).-&()-+'"

$-+.(+3(4(#-5./-/$/

1-800-351-1111

E

SSENN

T

EE

E

LA

S

L

TSY

CONE

M,

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CN

!GIFEB

POT

SA

-C

LL

RO E UOYD

."/'01210'-"345,'61

7+&5'-,"('8$3

9":;<+,,5='>"<+):$('?$%(&#='@5((5::55

LI<X@DR#L<HBP4BYHBZ[BI#6C#8.76

%B?@=@ND=P

A116'B5:&'@3+(+&#'!"(5

LM*#JIN\BKH#]767.F

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$8.76$L+T#'1TP$'%

'

4

!

+67

7

67

87

97

$:;<=&>?&@&67ATOTAL AREA = 1.534 ACRES

= 66,839.47 S.F.

ADJACENT HYDRANT TEST

Existing fire hydrants, tag bolt numbers 6216 & 6215,

along Cherokee. were flow tested on 7/7/2016 by Metro

Water Services, below is a summary of the flow results:

Static Pressure:

51 psi

Residual Pressure:

45 psi

Flow:

1,035 gpm

Flow @ 20 psi:

2,512 gpm

Based on table H.5.1 of the current NFPA, the building will

not require a fire suppression system.

FORTHCOMING

11

1

1

1

1

1

1

1

1

1

1

1

1

1

11

11

11

1

1

1

1

1

1

WEST TRINITY LANE

YOU

NG

S LANE

1A13

1A13

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

1A14 1

A14

#DrgID#LayID

1A9

X1

AE

CE

1A12

1A12

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

2A8

#DrgID#LayID

2A12

2A12

A2

2'-8

" by

2'-8

"A

22'

-8" b

y2'

-8"

2916'-0" by 8'-0"

302'-4" by 6'-8"

302'-4" by 6'-8"

303'

-0" b

y6'

-8"

2916'-0" by 8'-0"

303'-0" by 6'-8"

x7'-0" by 6'-0"

2916'-0" by 8'-0"

2916'-0" by 8'-0"

B27'-0" by 6'-0"

C12'-8" by 2'-8"

C12'-8" by 2'-8"

2916'-0" by

8'-0"

302'-4" by

6'-8"32

2'-4" by6'-8"

303'-0" by 6'-8"

2916'-0" by

8'-0"

2916'-0" by

8'-0"

2916'-0" by

8'-0"

3016'-0" by

8'-0"

B1A2'-6" by 6'-0"

303'-0" by 6'-8"30

2'-6

" by

6'-8

"

B21

7'-0" by6'-0"

B22

2'-6" by6'-0"

B22

2'-6" by6'-0"

303'-0" by

6'-8"

303'-0" by 6'-8"

x7'-0" by 6'-0"

303'-0" by 6'-8"

A17'-0" by 6'-0"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by

6'-8"

C2

7'-0" by6'-0"

B27'-0" by 6'-0"

303'

-0" b

y6'

-8"

312'

-4" b

y6'

-8" B217'-0" by 6'-0"

303'-0" by 6'-8"

303'-0" by 6'-8"

302'-6" by 6'-8"

303'-0" by 6'-8"

34

4'-8" by 6'-8"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by

6'-8"

C2

7'-0" by6'-0"

303'-0" by

6'-8"

x

7'-0" by6'-0"

303'-0" by 6'-8"

x7'-0" by 6'-0"

303'-0" by 6'-8"

x7'-0" by 6'-0"

303'-0" by 6'-8"

x7'-0" by 6'-0"

303'-0" by 6'-8"

C2

7'-0" by 6'-0"

303'-0" by 6'-8"

x7'-0" by 6'-0"

30

3'-0" by6'-8"

x7'-0" by

6'-0"30

3'-0" by6'-8"

x7'-0" by

6'-0"30

3'-0" by6'-8"

x7'-0" by

6'-0"

30

3'-0" by6'-8"

C2

7'-0" by6'-0"

30

3'-0" by6'-8"

x7'-0" by

6'-0"

SD

220

11

1

1

1

LC

LC

LC

LC

LC

LC

1

1

1

1

1

1

1

1

1

1

11

11

11

1

1

1

1

1

1

SD

SD

SD

SD

SD

SD

SD

SD

J

J

J

J

LC

J

21'-0 1/4"

5 1/

2"8'

-9 1

/2"

3 1/

2"5'

-0"

5 1/

2"20

'-0"

12'-6" 3 1/2" 3'-8"3 1/2"

3'-4" 10 1/2"

8'-8 1/2" 3 1/2" 3'-6"3 1/2"

3'-8"3 1/2"

3'-4" 10 1/2"

12'-4" 8'-8"

5 1/

2"20

'-0"

5 1/

2"

12'-4"

8'-8"

5 1/2"

8'-9 1/2"

3 1/2"5'-0"

5 1/2"

20'-0 1/4"

35'-0"

10 1/2"3'-4"

3 1/2"3'-8"

3 1/2"3'-6 1/4"9'-0"

21'-0"

10'-5 1/2"

13'-6

3/4

"5

1/2"

20'-0

1/2

"5

1/2"

2'-0"

3'-4

"

35'-0

"

21'-0"21'-0"

21'-0 1/4"24'-4 3/4"

21'-0"21'-0"

5'-3 3/4" 11'-9 3/4" 7'-3 1/4"

20'-0"

5 1/2"11'-8 1/4"

14'-5"3 1/2"

2'-0"3 1/2"5'-0"

10 1/2"

20'-0"

5 1/2"13'-5 1/2"

8"

3'-1"

3'-4"

17'-7

"

3'-2"

3 1/2"2'-0"

3'-9 1/2"2'-0"

1A14 1

A14

X1

AE

CE

HVAC

ELEC WH

sloped halfwall, wd cap

sloped half wallwood cap

open rails &balusterstyp. all 3levels

open rails &balusterstyp. all 3levels

LVL BEAM ABOVE

r/a

open understairs

main duct above

r/a

LVL BEAM ABOVE

TYPCULOCATIONINT UNITS

WH ON STANDW/PIPE BOLLARDPROTECTION

WH ON STANDW/PIPE BOLLARDPROTECTION

WH ON STANDW/PIPE BOLLARDPROTECTION

beam across at 2nd & 3rd flr levelsfor landing support

2X4 STUDS 12" OCFOR ALL 1ST FLR WALLSTYPICAL ALL UNITS

DUPLEX 110V RECEPTACLE

SINGLE POLE SWITCH

THREE WAY SWITCH

220V OUTLET

SMOKE DETECTOR

HVAC DISCONNECT

ELEC PANEL

EXT. FLOODLTS

1 2

3

4

5

6

7

8

9

10

11

12

13

14

161718

1920

21

22

2324

25

26

WEST TRINITY LANE

YOU

NG

S LANE

3

4

15

UP

2 CAR GARAGE

bath 1Foyer

UPBATH 1

2 CAR GARAGE

FOYER

2 CAR GARAGE

bath 1

FOYER

UP

A UNITA UNIT A UNIT

B1 UNIT

B2 UNIT

C UNIT

C UNIT

C UNIT

C UNIT

C UNIT

C UNIT

C UNIT

C UNIT

C UNIT

C UNITC UNIT

C UNITC UNIT

C UNITC UNIT

A UNIT

C UNIT

C UNIT

C UNIT

C UNIT

BLDG A

BLDG B

BLDG C

BLDG D

BLDG E

Bedrm 3/Offc

clos

Bedrm 3/Offc

Bedrm 3/Offc

clos

clos

Bedrm 3/Offc

HVACflrs 1,2

HVACflrs 1,2

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 9

same elevas unit 8

same elevas unit 8

same elevas unit 8

same elevas unit 8

same elevas unit 8 same elev

as unit 8 same elevas unit 8

same elevas unit 8

1st flra286 sq ft

1st flrb464 sq ft

1st flrc288 sq ft

1st flrb2

A: 551 sq ft

2A12

2A12

303'-0" by 6'-8"

30

3'-0" by6'-8"

LC

LC

LC

LC

LC

J

20'-0

"30

'-7 1

/2"

FIN GRADE 455+/-

SCALE: 1" = 30'2 SITE PLAN

SCALE: 1" = 20'3 1st FLOOR

2 HR RATED WALLTYPICAL BETWEEN UNITS FROM FLOORSLAB TO UNDERSIDE OF ROOF DECKSEE TYPICAL SECTION ON A15.

2931

BE

RR

Y H

ILL

DR

IVE

SU

ITE

200

NA

SH

VIL

LE, T

N 3

7204

Pho

ne: (

615)

269

-924

8 Fa

x: (6

15) 6

27-1

298

emai

l: qu

irkde

sign

s@co

mca

st.n

etQ

UIR

K D

ES

IGN

S

REVISION

PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

A1

/CA

D F

ILE

S/W

OR

K 2

016/

Cro

w 1

002

w tr

inity

16-

0/10

02 e

flat

.pln

Nor

ma

Cro

w10

02 W

est T

rinity

Lan

eN

ashv

ille,

TN

372

09

TYPICAL 'A' UNIT PLAN

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

A2

2'-8

" by

2'-8

"A

22'

-8" b

y2'

-8"

2916'-0" by 8'-0"

302'-4" by 6'-8"

302'-4" by 6'-8"

303'

-0" b

y6'

-8"

303'-0" by 6'-8"

A17'-0" by 6'-0"

1

LC

LC

SD

SD

J

5 1/

2"8'

-9 1

/2"

3 1/

2"5'

-0"

5 1/

2"20

'-0"

12'-6" 3 1/2" 3'-8"3 1/2"

3'-4" 10 1/2"

8'-8 1/2" 3 1/2" 3'-6"3 1/2"

3'-8"3 1/2"

3'-4" 10 1/2"

35'-0

"

21'-0"21'-0"

1A14

HVAC

ELEC WH

sloped half wallwood cap

TYPCULOCATIONINT UNITS

WH ON STANDW/PIPE BOLLARDPROTECTION

2X4 STUDS 12" OCFOR ALL 1ST FLR WALLSTYPICAL ALL UNITS

1

UP

2 CAR GARAGE

bath 1

FOYER

A UNIT

Bedrm 3/Offc

clos

1A12

1A12

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

303'-0" by 6'-8"

LC

J

A3

2'-8

" by

5'-0

"A

32'

-8" b

y5'

-0"

A52'-0" by 4'-0"

303'-0" by 6'-8"

332'

-4" b

y6'

-8"

332'

-4" b

y6'

-8"

x2'-0" by 4'-0"

A32'-8" by 5'-0"

A17'-0" by 6'-0"

1

DW

LC

LC LC LC

LCLC

LC

LCLC

LCLC

LC LC LC

220

1A14

10'-0"35

'-0"

25'-2

1/2

"9'

-6"

3 1/

2"

3'-5" 4'-1

"3'

-10"

3 1/

2"6'

-9"

9'-9"

1A12

1A12

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

LIVING/DINING

PANTRY

KITCHEN

UP

DN

REF

PDR RM

BALCONY

LC

LC

LC

A3

2'-8

" by

5'-0

"A

32'

-8" b

y5'

-0"

A32'-8" by 5'-0"

A32'-8" by 5'-0"

A72'-0" by 4'-0"

302'

-8" b

y6'

-8"

312'

-8" b

y6'

-8"

303'-0" by 6'-8"

302'-6" by 6'-8"

322'-4" by 6'-8"

x2'-8" by 5'-0"

A32'-8" by 5'-0"

A17'-0" by 6'-0"

332'

-4" b

y6'

-8"

332'

-4" b

y6'

-8"

1

LCLC

LCLCLC

LC

LC

LC

220

SD

SD

SD

LC

LC1

A14

1A12

1A12

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

12'-8 1/4"

12'-3

1/2

"3

1/2"

10'-1

0"3

1/2"

11'-0

"3

1/2"

35'-0

"5'-0" 5 1/2" 4'-1"

3 1/2"3'-0" 3 1/2"

3 1/2" 12'-10" 3 1/2" 3'-6"3 1/2"

3'-4" 10 1/2"

12'-3

1/2

"3

1/2"

5'-0

"2'

-10"

3'-0

"3

1/2"

11'-0

"3

1/2"

5'-0"5 1/2" 7'-4 1/2" 3 1/2"

14'-8

"

4'-8

1/2

"3'

-4 3

/4"

2'-0"3 1/2" 5'-0"

3'-10 1/2"

3'-8

3/4

"triple 18" lvl abovefor roof deck

MSTR BEDRM

BEDRM 2

W/D

MSTR CLOS

bath 2

clos 2

DN

UP

clgr/a

3rd flra743 sq ft

303'-0" by 6'-8"

302'-6" by 6'-8"

1

LC

LC

J

1A14

1A12

1A12

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

15'-2

3/4

"5'

-0"

3 1/

2"14

'-6 3

/4"

20'-3 1/4"

1'-9

"

8X32" FLASHED DRAINAGE OPNGSBOTTOM AT ROOF LEVEL12" WALL BETWEENFULL HGT STUDS FROM 3RD FLR TO TOP OFDECK WALL - SEE SECTION

ALUM GUTTER

ROOF ABOVEROOF DECK

5/12 SLOPE

HVA

C3r

d flr

1/4"/ft slope

4/12

FLOOR AREA UNIT AZone Name

1st flr2nd flr3rd flr

Calculated Area2867437431,772 sq ft

J

SD

LC

SC

220

JUNCTION BOXTELEPHONE JACK - CAT 5

CABLE TV JACK

CLG MT LIGHT

CEILING FAN W/LT

WALL SCONCEFIXT.

FLUORESCENT LTS

CHANDELIER

STEP LIGHTS

TLT EXHAUST FAN

LG 6" RECESSED LIGHT

SMALL 4" RECESSED LIGHT

DUPLEX 110V RECEPTACLE

SINGLE POLE SWITCH

THREE WAY SWITCH

220V OUTLET

SMOKE DETECTOR

HVAC DISCONNECT

ELEC PANEL

ELECTRICAL LEGEND

EXT. FLOODLTS

SCALE: 1/4" = 1'-0"1 1ST FLR PLANSCALE: 1/4" = 1'-0"2 2ND FLR PLANSCALE: 1/4" = 1'-0"3 3RD FLR PLAN

SCALE: 1/4" = 1'-0"4 ROOF DECK LEVEL

A UNIT - ROOF DECK ON REAR

2931

BE

RR

Y H

ILL

DR

IVE

SU

ITE

200

NA

SH

VIL

LE, T

N 3

7204

Pho

ne: (

615)

269

-924

8 Fa

x: (6

15) 6

27-1

298

emai

l: qu

irkde

sign

s@co

mca

st.n

etQ

UIR

K D

ES

IGN

S

REVISION

PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

A2

/CA

D F

ILE

S/W

OR

K 2

016/

Cro

w 1

002

w tr

inity

16-

0/10

02 e

flat

.pln

Nor

ma

Cro

w10

02 W

est T

rinity

Lan

eN

ashv

ille,

TN

372

09

B UNIT PLAN - FLRS 1,2

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

30 by 6'-8"

2916'-0" by 8'-0"

B27'-0" by 6'-0"

3016'-0" by

8'-0"

B1A2'-6" by 6'-0"

303'-0" by 6'-8"30

2'-6

" by

6'-8

"

B21

7'-0" by6'-0"

B22

2'-6" by6'-0"

B22

2'-6" by6'-0"

303'-0" by

6'-8"

303'-0"

B27'-0" by 6'-0"

303'

-0" b

y6'

-8"

312'

-4" b

y6'

-8" B217'-0" by 6'-0"

303'-0" by 6'-8"

303'-0" by 6'-8"

302'-6" by 6'-8"

303'-0" by 6'-8"

34

4'-8" by 6'-8"

1

LC

LC

1

SD

SD

SD

SD

J

J

8'-8"

5 1/

2"20

'-0"

5 1/

2"

10'-5 1/2"

13'-6

3/4

"5

1/2"

20'-0

1/2

"5

1/2"

2'-0"

3'-4

"

24'-4 3/4"5'-3 3/4" 11'-9 3/4" 7'-3 1/4"

20'-0"

5 1/2"11'-8 1/4"

14'-5"3 1/2"

2'-0"3 1/2"5'-0"

10 1/2"

20'-0"

5 1/2"13'-5 1/2"

8"

3'-1"

3'-4"

17'-7

"

3'-9 1/2"2'-0"

open rails &balusterstyp. all 3levels

open rails &balusterstyp. all 3levels

LVL BEAM ABOVE

r/a

open understairs

main duct above

r/a

LVL BEAM ABOVE

WH ON STANDW/PIPE BOLLARDPROTECTION

beam across at 2nd & 3rd flr levelsfor landing support3

4

5

6

4

Foyer

UPBATH 1

2 CAR GARAGE

A UNITB1 UNIT

B2 UNIT

BLDG A

Bedrm 3/Offc

clos

Bedrm 3/Offc

HVACflrs 1,2

HVACflrs 1,2

2A12

2A12

LC

LC

LC

LC

x2'-8" by 5'-0"

x2'-0" by 4'-0"

303'-0" by 6'-8"

B62'-0" by

4'-0"30

3'-0" by6'-8"

B27'-0" by 6'-0"B1A

2'-6" by 6'-0"B4

3'-0" by 5'-0"

B21

7'-0" by6'-0"

B21

7'-0" by6'-0"

B23

3'-0" by5'-0"

B27'-0" by 6'-0"

B217'-0" by 6'-0"

332'-

4" b

y 6'-8"

332'-

4" b

y 6'-8"

33

2'-4"

by 6'-

8"

33

2'-4"

by 6'-

8"

1

1

DW

DW

LCLC

LCLC

LC LC LC

LC LC LC

LCLC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

20'-7 1/2"

24'-9"

4

REF

UP

DN

LIVING/DINING

pantry

pdr rm

UP

DN

20'-2 1/4"

REF

LIVING/DINING

2A12

2A12

LC

LC

LC

LC

FLOOR AREA B1 UNITZone Name

1st flr2nd flr3rd flr

Calculated Area4649769762,416 sq ft

J

SD

LC

SC

220

JUNCTION BOXTELEPHONE JACK - CAT 5

CABLE TV JACK

CLG MT LIGHT

CEILING FAN W/LT

WALL SCONCEFIXT.

FLUORESCENT LTS

CHANDELIER

STEP LIGHTS

TLT EXHAUST FAN

LG 6" RECESSED LIGHT

SMALL 4" RECESSED LIGHT

DUPLEX 110V RECEPTACLE

SINGLE POLE SWITCH

THREE WAY SWITCH

220V OUTLET

SMOKE DETECTOR

HVAC DISCONNECT

ELEC PANEL

ELECTRICAL LEGEND

EXT. FLOODLTS

FLOOR AREA B2 UNITZone Name

1st flr2ND FLR3RD FLR

Calculated Area5511,0251,0252,601 sq ft

SCALE: 1/4" = 1'-0"1 1ST FLR PLAN

SCALE: 1/4" = 1'-0"2 2ND FLR PLAN

B UNITS - AT CORNER/REAR ROOF DECK

2931

BE

RR

Y H

ILL

DR

IVE

SU

ITE

200

NA

SH

VIL

LE, T

N 3

7204

Pho

ne: (

615)

269

-924

8 Fa

x: (6

15) 6

27-1

298

emai

l: qu

irkde

sign

s@co

mca

st.n

etQ

UIR

K D

ES

IGN

S

REVISION

PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

A3

/CA

D F

ILE

S/W

OR

K 2

016/

Cro

w 1

002

w tr

inity

16-

0/10

02 e

flat

.pln

Nor

ma

Cro

w10

02 W

est T

rinity

Lan

eN

ashv

ille,

TN

372

09

B UNIT FLRS 3, ROOFDECK

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

4'-0"

x by 5'-0"

B27'-0" by 6'-0"B1

2'-6" by 2'-6"B4

3'-0" by 5'-0"

B21

7'-0" by6'-0"

B22

2'-6" by2'-6"

B22

2'-6" by2'-6"

B23

3'-0" by5'-0"

B27'-0" by 6'-0"

B217'-0" by 6'-0"

B32'-8" by 5'-0"

B32'-8" by 5'-0"

B32'-8" by

5'-0"B3

2'-8" by5'-0"

302'-8" by 6'-8"

312'-4" by 6'-8"

354'

-0" b

y6'

-8"

302'

-8" b

y6'

-8"

345'-0" by 6'-8"

332'

-4" b

y6'

-8"

302'-8" by 6'-8"

302'-8" by 6'-8"

312'-4" by 6'-8"

33

2'-4" by 6'-8"

302'-8" by 6'-8"

34

5'-0" by6'-8"

30

2'-8" by6'-8"

302'-6" by 6'-8"

30

2'-6" by6'-8"

302'-4" by 6'-8"

1

LCLC

LCLC

LC

LC

LC

LC

LC

LC

LC

LC

220

220

SD

LC

SD

SD

SD

SD

SD

LC

LC

LC

LC

LC

LC

LC

14'-7

1/4

"3

1/2"

5'-0

"3

1/2"

14'-6

"5

1/2"

16'-9 1/4"

3 1/2" 12'-2 1/2" 3 1/2" 3'-1" 3 1/2"

10 1/2"

5'-0"

3 1/2"

14'-4"

3 1/2"5'-2"

3 1/2" 0"

13'-9 1/2"

3'-8"

16'-7 3/4"

3'-7"

6'-5 1/4"3 1/2"

3'-0"

3'-5 1/4"

5'-5"

3 1/2"

11'-0"

3 1/2"

3'-0

"

12'-9 1/4"8'-7"

2A12

2A12

triple 18" lvl above

UP

DN

MSTR BEDRMW/D

MSTR CLOS

W/D

BEDRM 2

linen

clos 2

bath 2

UP

W/D

MSTR CLOS

W/D

linen

BEDRM 2

bath 2

3 1/2"

MSTR BEDRM

mstr bath

mstr bath

Sitting area

CLOS 2

DN

clgr/a

clgr/a

3rd flrb976 sq ft

3'-0"

303'-0" by 6'-8"

303'-0" by 6'-8"

302'-

4" b

y 6'-8"

30

2'-4"

by 6'-

8"

1

1

LC

LC

LC

LC

J

J

LC

2A12

2A12

33'-4

"

20'-5"

2'-3"

33'-4

"

15'-2

"

16'-4

1/4

"

ROOF ABOVEROOF DECK

ROOF DECK

6/12 SLOPE

4/12 4/12

HVAC

3rd flr

1/4"/ft slope

1/4"/ft slope

4/12

HVA

C3r

d flr

SCALE: 1/4" = 1'-0"1 3RD FLR PLAN

SCALE: 1/4" = 1'-0"2 ROOF DECK LEVEL

2931

BE

RR

Y H

ILL

DR

IVE

SU

ITE

200

NA

SH

VIL

LE, T

N 3

7204

Pho

ne: (

615)

269

-924

8 Fa

x: (6

15) 6

27-1

298

emai

l: qu

irkde

sign

s@co

mca

st.n

etQ

UIR

K D

ES

IGN

S

REVISION

PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

A4

/CA

D F

ILE

S/W

OR

K 2

016/

Cro

w 1

002

w tr

inity

16-

0/10

02 e

flat

.pln

Nor

ma

Cro

w10

02 W

est T

rinity

Lan

eN

ashv

ille,

TN

372

09

TYPICAL C UNIT PLAN

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

C12'-8" by 2'-8"

C12'-8" by 2'-8"

2916'-0" by

8'-0"

302'-4" by

6'-8"32

2'-4" by6'-8"

303'-0" by 6'-8"

2916'-0" by

8'-0"

6'-0"

303'-0" by

6'-8"

C2

7'-0" by6'-0"

LC

LC

SD

SD

J

LC

J

5 1/2"

8'-9 1/2"

3 1/2"5'-0"

5 1/2"

20'-0 1/4"

35'-0"

10 1/2"3'-4"

3 1/2"3'-8"

3 1/2"3'-6 1/4"9'-0"

21'-0"3'-2"

3 1/2"2'-0"

CE

sloped halfwall, wd cap

WH ON STANDW/PIPE BOLLARDPROTECTION

9

2 CAR GARAGE

bath 1

FOYER

UP

C UNITBedrm 3/Offc

clos

1st flrc288 sq ft

30

3'-0" by6'-8"

C32'-8" by 5'-0" C3

2'-8" by 5'-0"

C4

2'-0" by4'-0"

30

3'-0" by6'-8"

x2'-0" by

4'-0"

C3

2'-8" by5'-0"

C2

7'-0" by6'-0"

332'-4" by 6'-8"

332'-4" by 6'-8"

DW

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

LC

CE

6'-9"3 1/2" 3'-10" 3 1/2" 5'-3 1/2"

9'-6"

2'-3"8'-7"

9'-9"

4'-0"

3'-2"2'-9 1/2"

7'-10"

2'-2"

5'-0 3/4"

3'-5"

36" half wallw/wood cap

LIVING

/DIN

ING

KITCH

EN

UP

DN

REF

BALC

ON

Y

pantry

see section 2nd flrc744 sq ft

C32'-8" by 5'-0" C3

2'-8" by 5'-0"

C3

2'-8" by5'-0"

C2

7'-0" by6'-0"

C3

2'-8" by5'-0"

C3

2'-8" by5'-0"

C4

2'-0" by4'-0"

302'-8" by 6'-8"

31

2'-8" by 6'-8"

30

3'-0" by 6'-8"

30

2'-6" by6'-8"

322'-4" by

6'-8"

33

2'-4" by 6'-8"

332'-4" by 6'-8"

x by

5'-0"x

2'-8" by5'-0"

LC

LC

LC

LC

LC

LC

LC

LC

220

SD

SD

SD

LC

LC

CE

3 1/2"

12'-9 3/4"

3 1/2"3'-6"

3 1/2"

5 1/2"

4'-0 3/4"3 1/2"

3'-0"3 1/2"

3 1/2"2'-0"

3 1/2"5'-0"

3 1/2"5'-0"

5 1/2"

7'-4 1/4"3 1/2"

11'-0"3 1/2"

10'-10"3 1/2"

11'-10"

3'-8 3/4"3'-4 3/4"

9'-9"3 1/2" 4'-2 3/4"

MSTR BED

RM

BEDRM

2

W/D

MSTR C

LOS

bath 2

clos 2

DN

UP

clgr/a

3nd flrc744 sq ft

FLOOR AREA C UNITZone Name

1st flr2nd flr3nd flr

Calculated Area2887447441,776 sq ft

303'-0" by

6'-8"

302'-6" by 6'-8"

LC

LC

LC

J

CE

16'-10 1/2"

8'-1 1/2"

16'-2 1/2"

8'-5"

8'-1 1/2" 1'-2 1/2"

15'-0"

36" half wallw/wood cap

ATTIC

ROOF DECK

HVAC3rd flr

J

SD

LC

SC

220

JUNCTION BOXTELEPHONE JACK - CAT 5

CABLE TV JACK

CLG MT LIGHT

CEILING FAN W/LT

WALL SCONCEFIXT.

FLUORESCENT LTS

CHANDELIER

STEP LIGHTS

TLT EXHAUST FAN

LG 6" RECESSED LIGHT

SMALL 4" RECESSED LIGHT

DUPLEX 110V RECEPTACLE

SINGLE POLE SWITCH

THREE WAY SWITCH

220V OUTLET

SMOKE DETECTOR

HVAC DISCONNECT

ELEC PANEL

ELECTRICAL LEGEND

EXT. FLOODLTS

SCALE: 1/4" = 1'-0"1 1st FLOOR

SCALE: 1/4" = 1'-0"2 2ND FLR PLAN

SCALE: 1/4" = 1'-0"3 3RD FLR PLAN

SCALE: 1/4" = 1'-0"5 ROOF DECK LEVEL

C UNIT -FRONT ROOF DECK

2931

BE

RR

Y H

ILL

DR

IVE

SU

ITE

200

NA

SH

VIL

LE, T

N 3

7204

Pho

ne: (

615)

269

-924

8 Fa

x: (6

15) 6

27-1

298

emai

l: qu

irkde

sign

s@co

mca

st.n

etQ

UIR

K D

ES

IGN

S

REVISION

PROJECT NO:

COPYRIGHT 6/28/17QUIRK DESIGNS

A5

/CA

D F

ILE

S/W

OR

K 2

016/

Cro

w 1

002

w tr

inity

16-

0/10

02 e

flat

.pln

Nor

ma

Cro

w10

02 W

est T

rinity

Lan

eN

ashv

ille,

TN

372

09

FOUNDATIONS - A, C

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

11

1

1

1

1

1

1

1

1

1

1

12'-4" 8'-8" 4" 12'-0" 8'-8" 4" 12'-0" 8'-8" 4" 4'-11 1/2" 11'-10" 4'-0 1/2" 3'-2 1/2"

2'-4 1/2"16'-3"

2'-4 1/2"21'-0"

20'-8 1/2"

21'-0"21'-0"

21'-0"21'-2"

32'-3 1/2"

2'-4 1/2"16'-3" 2'-4 1/2"

21'-0"

21'-0"

21'-0"

21'-0"

21'-0"

29'-0 1/4"

19'-7 1/2"

1'-0

"35

'-0"

1'-0

"35

'-0"

1'-0

"35

'-0"

1'-0

"1'

-8"

33'-4

"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

12'-4"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

10'-5 1/2"

12'-4"

7'-1 1/4"

3'-1

1/2

"

11'-4

"

2'-4 1/2"

16'-3"

2'-4 1/2"

2'-4 1/2"

16'-3"

2'-4 1/2"

2'-4 1/2"

16'-3"

2'-4 1/2"

2'-4 1/2"

16'-3"

2'-4 1/2"

2'-4"

16'-3"

2'-3"

11'-1 1/2"2'-0 1/2"

2'-1"

11'-1 1/2"

2'-10"

13'-2"

13'-2 1/2"

1'-9

1/2"

4'-2"

7'-2

1/2"

1'-10

1/2

"

10"10"

1'-9

1/2"

32'-3"

1'-0" 2'-9"

35'-0"

1'-0"

21'-0"

21'-0"

21'-0"

21'-0"

20'-10"

1'-9"

11'-9 1/2"2'-9"

2'-4 1/2"16'-3" 2'-4 1/2"

1'-0

"35

'-0"

21'-0"

12'-4" 8'-8" 4"

3'-11"4'-9

1/2

"9'

-4"

3'-11"3'-11"4'

-9 1

/2"

9'-4

"

4'-9

1/2

"9'

-4"

21'-11"

9'-3 3/4"4'-9 1/2"

3'-11"

3'-11"

3'-11"

3'-11"

21'-11"

9'-3 3/4"4'-9 1/2"

21'-11"

9'-3 3/4"4'-9 1/2"

21'-11"

9'-3 3/4"4'-9 1/2"

16'-8"

5'-8"

4'-0 1/2"4'-0 1/2"

5'-8"

22'-8"

3'-11"

4'-9

1/2

"

12'-4"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

21'-0"

21'-0"

21'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

21'-11"3'-11"

3'-11"

105°

120°

135°

1A13

1A13

#DrgID#LayID

#DrgID#LayID

24" SQ X 12" DEEP FTGS3 #5 BARS BOTHJ WAYS24" WIDE X 12" DEEP THICKENED FTG2 #5 BARS CONT.4" CONC SLAB W/WWM REINF.OVER 6 MIL VAPOR BARRIER & 4"STONE BASE

BLDG CFOUNDATION

BLDG A FOUNDATION

1A14 1

A14

1A9

X1

AE

CE

1A12

1A12

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

2A8

#DrgID#LayID

2A12

2A12

SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN - BLDG A

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FOUNDATIONS - B,E

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

1

1

1

1

1

1

11

11

11

1

1

1

21'-0"

21'-0"

21'-0"

21'-0"

21'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

36'-0 1/4"

35'-0"

1'-0"

21'-11"

9'-3 3/4"4'-9 1/2"

21'-11"

9'-3 3/4"4'-9 1/2"

21'-11"

9'-3 3/4"4'-9 1/2"

21'-11"

9'-3 3/4"4'-9 1/2"

3'-11"

3'-11"

3'-11"

3'-11"

21'-0"

20'-11 1/2"

21'-0"

21'-0"

21'-0"

12'-4"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

3'-11"

21'-11"

9'-3 3/4"4'-9 1/2"

21'-0"

21'-0"

21'-0"

21'-0"

21'-0"

21'-0"

49'-3

1/2

"

1'-0

"

49'-3

1/2

"

1'-0

"

49'-3

1/2

"

1'-0

"

49'-3

1/2

"

1'-0

"

50'-3

1/2

"

49'-3

1/2

"

1'-0

"

36'-2

1/4

"

9'-3

3/4

"4'

-9 1

/2"

36'-2

1/4

"

9'-3

3/4

"4'

-9 1

/2"

36'-2

1/4

"

9'-3

3/4

"4'

-9 1

/2"

36'-2

1/4

"

9'-3

3/4

"4'

-9 1

/2"

3'-11"

3'-11"

3'-11"

3'-11"

21'-0 1/4"

21'-0"20'-11 1/2"

21'-0"

21'-0"

21'-0"

12'-4"8'-8" 4" 12'-0"

8'-8" 4" 12'-0"8'-8" 4" 10" 9'-0"

10'-10"12'-4"

8'-8" 4" 12'-0"8'-8" 4"

3'-11"

36'-2

1/4

"

9'-3

3/4

"4'

-9 1

/2"

36'-2

1/4

"

9'-3

3/4

"4'

-9 1

/2"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

21'-0"

21'-0"

21'-0"

1'-0"

35'-0"

1'-0"

35'-0"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

3'-11"

3'-11"

3'-11"

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

#DrgID#LayID

BLDG B FOUNDATION

BLDG E FOUNDATION

BLDG D FOUNDATION

SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN

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FOUNDATION - D

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

1

1

1

1

1

1

16'-3"

2'-4 1/2"

2'-4 1/2"

16'-3"

2'-4 1/2"

21'-0"

21'-0"

12'-4"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

12'-0"

8'-8"4"

21'-0"

21'-0"

21'-0"

21'-0"

21'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

1'-0"

35'-0"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

4'-9 1/2"9'-3 3/4"

21'-11"

3'-11"

3'-11"

3'-11"

3'-11"

3'-11"

BLDG CFOUNDATION

BLDG D FOUNDATION

1A9

SCALE: 1/8" = 1'-0"1 FOUNDATION PLAN

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372

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ELEV - BLDG A, N, E

Tow

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

9'-1

"2'

-0"

8'-1

"2'

-0"

8'-1

"5'

-11"

44'-3

1/2

"

CLG

CLG

CLG

DIMENSIONAL SHINGLESMETAL COPINGVERTICAL METAL SIDINGSMOOTH FACE HARDIPLANK, 6" EXPOSUREEPDM ROOFING & METAL DRIP EDGEHARDIPANEL, SMOOTH FACE, PAINTEDVINYL WDWSBRICK VENEERPREFAB METAL CANOPYCULTURED STONE VENEER

ROOF CRICKET BEHIND WALL

45'-3

1/2

"

SCALE: 1/8" = 1'-0"1 NORTH ELEVATION 1 - BLDG A

SCALE: 1/8" = 1'-0"2 EAST ELEVATION - BLDG A9 8 7 6 5

1234

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09

ELEV - BLDG A- S, W

Tow

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

15'-7 1/2"

38'-2

1/4

"

'C' UNIT END ELEVATION

SCALE: 1/8" = 1'-0"1 SOUTH ELEV - BLDG A

SCALE: 1/8" = 1'-0"2 WEST ELEVATION 1

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END ELEVATIONS

Tow

nhom

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

40'-4

1/4

"46'-4

3/4

"

15'-0"

39'-2

" 45'-3

1/2

"

15'-8"

SCALE: 1/4" = 1'-0"1 END ELEVATION, A UNIT SCALE: 1/4" = 1'-0"2 END ELEVATION, C UNIT

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372

09

WDW SCHEDULES

Tow

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

MARK A1 A2 A3 A5 A7 B1 B1A B2 B3 B4 B6 B21 B22 B22 B23 C1 C2 C3 C4

SIZEWIDTH 7'-0" 2'-8" 2'-8" 2'-0" 2'-0" 2'-6" 2'-6" 7'-0" 2'-8" 3'-0" 2'-0" 7'-0" 2'-6" 2'-6" 3'-0" 2'-8" 7'-0" 2'-8" 2'-0"HEIG… 6'-0" 2'-8" 5'-0" 4'-0" 4'-0" 2'-6" 6'-0" 6'-0" 5'-0" 5'-0" 4'-0" 6'-0" 2'-6" 6'-0" 5'-0" 2'-8" 6'-0" 5'-0" 4'-0"

TYPENOTES

3D Front View

Quantity 3 2 8 1 1 1 2 6 4 2 1 7 2 2 2 2 6 8 2

WINDOW SCHEDULE

NOTE - 2 - A2 WDWS & 4 - A3 WDWS ARE FOR END UNITS ONLYINTERIOR UNITS HAVE 0-A2 WDWS AND ONLY 4-A3 WDWS

TYPICAL A UNIT WDWS B UNIT WDWS B2 UNIT WDWS C UNIT WDWS

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BLDG SECTIONS

Tow

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16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

9'-1

"1'

-7"

10'-1

"1'

-7"

10'-1

"

15'-2

"

8'-1

"

16'-3"

17 RISERS @7.53"16T @ 10"

18" DEEP FLR TRUSSES 16" OC

18" DEEP FLR TRUSSES 16" OC

USE FULL HGT STUDS THIS WALLTO BRACE DECK WALL

8" HIGH X 32" WIDE DRAINAGEOPNGS W/12" WALLSBETWEEN

METALCOPING

19R@7.37", 18 T @ 10"

19R@7.37", 18 T @ 10"

triple 18" lvl2x12's 16" oc2x8' scabbed to 2x12's,1/4"/ft slopemembrane roofingon 3/4" advantekwood deck on pt 2xsleepers 16" ocOPEN

OPEN

18" DEEP FLR TRUSSES 16" OC7'

-7 1

/4"

6'-1

0 3/

4"

8'-2

1/2

"

15'-2

"

9'-1

"1'

-7"

10'-1

"1'

-7"

10'-1

"1'

-7"

5'-0

"5'

-8"

5'-0

"6'

-8"

4'-4

1/2

"7'

-3 1

/2"

42'-4

1/4

"

15'-0"

44'-6

1/4

"

8" HIGH X 32" WIDE DRAINAGEOPNGS W/12" WALLSBETWEEN

USE FULL HGT STUDS THIS WALLTO BRACE DECK WALL

SEE TYP NOTESON A UNIT SECTION

8R@7.5"7T @10"

11R@7.27"10T @10"

8R@7.5"7T @10"

7R@7.5"6T @10"

12R@7.29"11T @10"

GARAGE

SCALE: 1/4" = 1'-0"1 SECTION - TYP A UNITSCALE: 1/4" = 1'-0"2 SECTION - B STAIR

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BLDG SECTIONS

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

9'-1

"1'

-7"

10'-1

"1'

-7"

10'-1

"1'

-7"

6'-6

"

2'-6

"

9'-1

"1'

-7"

10'-1

"1'

-7"

10'-1

"1'

-7"

3'-7

1/2

"8'-0

1/2

"

6'-1

3/4

"

5'-1

1 1/

2"

17 RISERS @7.53"16T @ 10"

19R@7.37", 18 T @ 10"

19R@7.37", 18 T @ 10"

8" HIGH X 32" WIDE DRAINAGEOPNGS W/12" WALLSBETWEEN

SEE TYP NOTESON A UNIT SECTION

9'-5

"

SCALE: 1/4" = 1'-0"1 SECTION - C UNIT

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372

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WALL SECTIONS

Tow

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es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209

SCALE: 1/2'' = 1' - 0''1 2 HR WALL DETAIL

0 1' 2' 4'

SCALE: 1/2'' = 1' - 0''2 TYP WALL SECTION

0 1' 2' 4'

BASEMENT WALL SECTION

4"

6'-8

"

9'-1

"18

.75"

SE

E S

EC

TIO

NS

48" min.

1'-4"

8"

8"

1'-0"

9.25"

2.25"

1" airspace

2 layers 5/8" type x gyp bd

plumb vents, exh fans, etc - allroof penetrations to be min. 4' offfire walls - offset in attics as reqd.

2 - 1 hr rated wallsper UL design U305

2x4 STUDS 16" OC

18" min below fingrade

r11 batt insul.

2 layers 5/8" type x gyp bd

UL designU338 - 2hr

RATED WALLS CANNOTUSE FINGER JOINTEDSTUDS

SEE STRUCT FOR STUD TYPES ANDSPACING ALL LEVELS

1 1/8"

extend drywallto upper flr levelon lower wallsbefore trussesare set

15/32" OSB roof deckingR30 batt insul - foil faced

prefab wood roof trusses

4" reinf conc slab24" wide cont. 2" rigid foam insul.6 mil poly vapor barrier4" min crushed stone baserowlock brick sill at door4" brick veneer w/ties 16" oc vert & horiz.asphalt waterproofing

2 #5 bars cont.

thru wall flashing & weep holes 24" ocbrick lintel pe struct. dwgs

3/4" advantech subflrg2X4 FLR TRUSSES1/2" gyp bd

PARTY WALL NOTES:1. SET ALL PLATES IN CONT. BEAD OFNON-HARDENING CAULK2. SEAL ALL PENETRATIONS - OUTLET BOXES, ETC. W/NON-HARDENING CAULK3. CAULK EDGES OF EACH LAYER &MUD/TAPE EACH LAYER OF GYP BD.4. HVAC DESIGN SHALL HAVE R/A GRILLESMIN. 10' FROM HVAC UNITS & NC NOISEDESIGN CRITERIA FOR DUCTS ANDDIFFUSERS.

min. 4" thk reinf conc slabmin. 24" wide x 12" deep thickened slabw/2 #5 bars cont.6 mil poly vapor barrierover crushed gravel base per drainagedetails

HORIZONTAL JOINTS

WALL SHEATHINGHARDIPANELALUM REGLETBY HARDI.HARDIPANEL1X PT FURRING STRIPS

HORIZONTAL JOINTS @ BRICK

HARDIPANEL

PAINTED MTL FLASHINGBRICK ROWLOCK

2X4 STUDS 16" OC1/2" GYP BDR13 KRAFT FACED BATT INSUL.1/2" SHEATHING ALL WALLSBRICK VENEER WITH WIRE TYPE ADJUSTABLE BRICK TIES16" OC VERT & HORIZ.

HARDIPANEL JOINTS

mtl drip edge1x8 trim2x6 framingsmooth hardipanel1x4 trimbrick veneer

HARDI WATER RESISTIVEBARRIER

HARDI WATER RESISTIVEBARRIER

RAKE, BRICKVENEER WALL

mtl drip edge1x8 trim2x6 framingsmooth hardipanel1x4 trimhardipanel overfurring & WR barrier1x4 furring 16" oc typ.

RAKE, HARDIPANEL WALL

2x8 nailerpainted #2 SPF 1x10 fascia

6" alum guttersvented hardisoffit

1x6 frieze bd

gravel backfillspray waterproofing - min10 yr warrantymin. 1/4" protection board4" perf drain pipe with siltsock

block per struct dwgs

2x4 studs 16" oc1" airspace

5/8" type x gyp bd(inner layer can be 5/8" type

x dens glas)r13 batt insul

3/4" T&G ADVANTECH SUBFLRGGLUED & SCREWED TO JSTS

2X4 OPEN WEB FLR JSTS18" DEEP

fire retard trtd 5/8" plywd decking4' min. width cont strip adjacent tofirewalls - labels MUST be visiblefrom attic side

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ille,

TN

372

09

3D VIEWS

Tow

nhom

es

16-033

DATE: 6/28/17

Norma Crow1002 West Trinity Lane

Nashville, TN 37209