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Date Project 401-MANN N.T.S. 11/12/2019 Sheet Project Name and Address THE MANN'S RESIDENCE A1 DESIGNS BY RICKY Ricky D. Seales 5782 SOUTH ST HWY 605 DOTHAN, AL 36301 [email protected] (334) 714-8210 Scale Note: Ricky D. Seales and Designs by Ricky assumes no liability for any home constructed from these plans. It is the owners responsibility to verify compliance with all local codes. Designs by Ricky assumes certain favorable site conditions, including a minimum soil bearing capacity of 2,000 PSF. It shall be the contractor's responsibility to make any necessary adjustments to ensure these conditions exist. Caution must be exercised in making changes to these plans. Only a qualified Architect, Engineer, Designer or Builder should attempt to modify this plan, as even minor changes could lead to structural problems. Any discrepancy found in these plans shall be reported to Designs By Ricky. No. Revision/Issue Date 1. 2. 4. 5. 6. 7. Revision Table General Notes THE MANN'S RESIDENCE
7

THE MANN'S RESIDENCE

Jan 17, 2022

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Page 1: THE MANN'S RESIDENCE

Date

Project

401-MANN

N.T.S.

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

A1

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

gm

ail.

co

m

(33

4)

71

4-8

21

0

Scale

No

te:

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ky D

. S

ea

les a

nd

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sig

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ssu

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o

liab

ility

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r a

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om

e c

on

str

ucte

d f

rom

th

ese

pla

ns.

It is

the

ow

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rs r

esp

on

sib

ility

to

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rify

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mp

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with

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evis

ion

/Issu

eD

ate

1.

2.

4.

5.

6.

7.

Re

vis

ion

Ta

ble

Ge

ne

ral N

ote

s

THE MANN'S RESIDENCE

Page 2: THE MANN'S RESIDENCE

D10D10D10D10

1012

1012

1012

1012

1012

1012

D10D10D10D10

Front Elevation3/16" = 1'-0"

1012

1012

1012

Left Elevation

D15D15D15D15

1012

1012

1012

1012

D15D15D15D15

Rear Elevation

D12D12D12D12 D15D15D01D01D12D12 D15D15D01D01D12D12

1012

1012

D12D12D12D12 D15D15D01D01D12D12 D15D15D01D01D12D12

Right Elevation3/16" = 1'-0"

3/16" = 1'-0"

3/16" = 1'-0"

Date

Project

401-MANN

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

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co

m

(33

4)

71

4-8

21

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Scale

3/16" = 1'-0"

No

te:

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Re

vis

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Ta

ble

A2

Ge

ne

ral N

ote

s

DOUBLE ROWLOCK

"WASTEBAND" BRICK

DETAIL STARTS @ F.F.

SOILDER COURSE @ WALL

TOP TO MIMIC DENTAL

MOLDING BY ALTERNATING

EVERY OTHER BRICKS

DEPTH TYP.

Page 3: THE MANN'S RESIDENCE

W09W09 W09W09

W09W09

D15D15

D01D01

D12D12

W07W07W02W02W03W03W02W02D10D10

W09W09

W04W04

D11D11

D07D07

D11D11

D15D15

W01W01

D07D07 D09D09

D09D09 D03D03

D04D04

D05D05D05D05

D07D07

D09D09

D07D07

D07D07

D07D07

D07D07

D04D04

D02D02

D02D02D02D02

363

6P

T

D07D07

W05W05

W01W01

D07D07

D13D13

D09D09

D16D16

D08D08

W12W12

2824PT

W12W12 D14D14 D06D06 W09W09

UP

UP

E1E1

E2E2E3E3

E4E4E5E5 E6E6

E8E8

E9E9

E10E10

E11E11

E12E12 E13E13

E14E14

E15E15

E17E17

E16E16

E7E7

6'-0"6'-0"

6'-0" 6'-0"6'-6" 6'-6"

4'-0"

33

'-2"

3'-9 3/4"4'-0"3'-9 3/4"

3'-9 3

/4"

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

7'-0" 7'-0" 7'-0" 3'-0" 13'-0" 30'-0" 6'-0" 12'-0" 6'-0"

91'-0"

3'-0"

4'-0" 4'-0" 5'-7" 2'-5" 2'-5" 5'-7" 2'-6" 3'-6"

8'-0" 16'-0" 6'-0"

7'-6" 7'-6" 12'-0" 12'-0" 7'-0" 7'-0" 2'-11" 2'-1"

6'-0"

16

'-2"

12

'-6"

2'-6"

6'-0"

6'-0"

2'-0"

37

'-2"

12

'-0"

6'-10"

6'-0"

13

'-0"

77

'-0"

5'-6"

1'-6"1'-6"

4'-4"

2'-2"

10

'-9 1

/2"

14

'-2 1

/2"

6'-6"

1'-9 1

/2"

2'-8 1

/2"

1'-6"

37

'-6"

2'-0"

13

'-0"

5'-4"

0'-8"

6'-6"

18

'-6"

18

'-6"

2'-0"

6'-0"6'-0"

12'-0"6'-0"12'-0"

91'-0"

5'-0"38'-0"15'-0"8'-0"

17

'-0"

8'-0"

6'-6"

6'-0"

5'-0"

12

'-6"

14

'-6"

22

'-0"

7'-6"6'-6"4'-0"7'-0"

4'-6"

4'-6"

6'-10"

9'-8"

12'-0"16'-1 3/4"21'-10 1/4"

15

'-5"

15

'-7"

37'-0"

14

'-0"

17

'-0"

4'-8"

4'-0"

3355 SQ FTLIVING AREA

GA

RA

GE

PORCH

PORCH

DW

FOYER

DINING

KIT

CH

EN

PA

NT

RY

LAUNDRY

GREAT ROOM

PLAYROOM

MUDBEDROOM 2

BEDROOM 4BEDROOM 3

CL

OS

ET

CLOSET

CLOSET

CLOSET

BATH 2

BATH 3

1/2 BATH

MASTER BATH

MASTER BDRM

MASTER CLOSET

SAFEROOM

DOOR SCHEDULENUMBER QTY FLOOR SIZE DESCRIPTION COMMENTSD01 1 1 18080 GARAGE-C12-SQ24D02 3 1 2880 L POCKET-DOOR P04D03 1 1 2880 L IN HINGED-DOOR P04D04 2 1 2880 R IN HINGED-DOOR P04D05 2 1 3080 L EX EXT. HINGED-DOOR E01D06 1 1 3080 L EX EXT. HINGED-GLASS PANELD07 9 1 3080 L IN HINGED-DOOR P04D08 1 1 2680 L IN HINGED-DOOR LV02D09 4 1 3080 R IN HINGED-DOOR P04D10 1 1 3092 MULLED UNITD11 2 1 6080 L/R IN DOUBLE HINGED-DOOR P04D12 1 1 9080 GARAGE-C12-SQ24D13 1 1 3080 L IN HINGED-DOOR P04 HURRICAN RATEDD14 1 1 16080 L/R EX EXT. QUAD SLIDER-GLASS PANELD15 2 1 3080 R EX EXT. HINGED-DOOR E01D16 1 1 2680 L POCKET-DOOR P04

WINDOW SCHEDULENUMBER QTY FLOOR SIZE EGRESS DESCRIPTION COMMENTSW01 2 1 2020FX FIXED GLASSW02 2 1 2040SH SINGLE HUNGW03 1 1 2640SH SINGLE HUNGW04 1 1 3050SH SINGLE HUNGW05 1 1 5250 MULLED UNITW06 1 2 3050SH SINGLE HUNGW07 1 1 2060SH SINGLE HUNGW08 1 2 3630FX FIXED GLASSW09 5 1 6260 MULLED UNIT (2) 3060SH UNITSW11 2 2 1020LV LOUVEREDW12 2 1 8460 MULLED UNIT 2660SH + 3060SH + 3660SH UNITS

shower

niche

bu

ilt-i

n

12'-0" CEILING

gaswater

AA5AA5

BA5BA5

1st Floor

Date

Project

401-MANN

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

gm

ail.

co

m

(33

4)

71

4-8

21

0

Scale

No

te:

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ky D

. S

ea

les a

nd

De

sig

ns b

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me

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e c

on

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ucte

d f

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ns.

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ility

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No

.R

evis

ion

/Issu

eD

ate

1.

2.

4.

5.

6.

7.

Re

vis

ion

Ta

ble

1/4" = 1'-0"

A3

Ge

ne

ral N

ote

s

Page 4: THE MANN'S RESIDENCE

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

3'-6"

1'-6"

3'-0"

1'-0"3'-6"4'-0"3'-6"3'-0"

Elevation 1

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

3'-6"

1'-6"

3'-0"

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

Elevation 2

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

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

3'-6"

1'-6"

3'-0"

Elevation 3

5'-4"2'-0"2'-0"3'-9 3/4"2'-0"3'-0"

trash

Elevation 4

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

3'-0"

Elevation 5

D08D08D08D08D08D08

1'-3" 2'-8" 1'-3"

3'-0"

2'-0"

2'-6"

1'-6"

1'-6"

1'-6"

3'-0"

2'-0" 2'-0" 2'-0" 2'-0"

D08D08D08D08D08D08

Elevation 6

D07D07D07D07D07D07

3'-0"1'-6"1'-6"3'-0"3'-3"

4'-10"

2'-8"

D07D07D07D07D07D07

Elevation 8

4'-6"

3'-0"

3'-0"

Elevation 9

2'-5" 2'-5"

1'-3"

5'-0"

1'-3"

Elevation 10

1'-6"

1'-6"

1'-6"

3'-0"

8'-0"

Elevation 7

Date

Project

401-MANN

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

gm

ail.

co

m

(33

4)

71

4-8

21

0

Scale

No

te:

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ky D

. S

ea

les a

nd

De

sig

ns b

y R

icky a

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me

s n

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e c

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ns.

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rs r

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on

sib

ility

to

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rify

co

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No

.R

evis

ion

/Issu

eD

ate

1.

2.

4.

5.

6.

7.

Re

vis

ion

Ta

ble

3/8" = 1'-0"

A4

Ge

ne

ral N

ote

s

General Notes:General Notes:

1. Soil to be treated for termites by a licensed & bonded Professional.

2. It is vital to construct the subgrade as carefully as the floor slab itself. The subgrade

shall be reasonably uniform, and the upper portion of the sub-base, a 4" thick layer

of sand or gravel is to be used to cushion the slab & provide drainage.

3. All exterior walls shown @ 4" unless noted otherwise, plumbing walls shown @ 6".

4. All dimensions are from outside corners of wood framing to center of partitions.

Foundation System:Foundation System:

1. Step footings as required to match grade at site. Bottom of footings must always be

below local frost line. (18" deep for South Alabama / North Florida).

2. Any fill required shall be added in 8" lifts and thoroughly compacted to 98%

compaction.

3. All slab work shall be a minimum 4" thick with 6x6 W10xW10 wire added as

reinforcement. All slab work to be over 6-mil poly vapor barrier.

4. Concrete mix shall develop a minimum compression strength of 3,000 PSI.

5. Plumber to verify locations of drains & supply lines prior to installation. All lines to be

matched to associated fixtures.

Wall & Framing:Wall & Framing:

1. All framing shall comply with local & state building codes as applicable.

2. All lumber shall be No. 2 Southern Yellow Pine or better.

3. Any wood coming into contact with concrete shall be pressure treated.

4. Finished ceiling height to be 9'-0" unless noted otherwise.

5. Walls to be anchored to slab using 1/2"Ø anchors at 6" from corners & 4'-0"o/c.

6. Exterior sheathing to be a minimum 19/32" OSB panel sheathing installed with long

dimension vertical. Attach with a minimum 8d nails spaced 6" O/C at edges & 12" O/

C in field.

7. All exterior walls to receive a minimum of R-13 open cell foam insulation.

8. The roof deck is to receive a minimum of R-19 open cell foam insulation.

9. The entire building envelop is to receive open cell foam insulation.

10. Bathrooms are to receive fiberglass insulation as soundproofing.

11. Blocking is to be installed for all accessories, such as curtain rods & towel holders.

Consult with owner prior to installing sheet-rock for locations and extent.

12. All trusses to be secured to structure & braced according to truss manufacturer's

recommendations.

13. Roof trusses to have a minimum load of 40 psf as follows:

a. Top chord live load: 20psf

b. Top chord dead load: 10psf

c. Bottom chord dead load:10psf

d. Verify wind loads for physical address of this home.

14. Roof trusses to be on a maximum spacing of 24" center to center, with energy

efficient, extended bottom chord design.

15. Floor trusses (when necessary) to have a minimum load of 55.0 psf as follows:

a. 40 psf Top chord live load

b. 10psf Top chord dead load

c. 5 psf Bottom chord dead load

16. Truss manufacturer to size & provide all necessary support beams, hangers &

fasteners, as part of truss package.

17. Roof decking to be a minimum of 5/8" APA rated "sheathing". Panels shall be

secured with power driven fasteners or nailed with 6d deformed shank nails, spaced

12" O/C at supports.

18. Roof decking to run longitudinally over supports, stagger vertical joints and use

"plywood clips" between supports.

19. Roofing to be 30 year architectural fiberglass reinforced asphalt shingles. (Color to

be chosen by Owner). Follow manufacturer's recommendations for installation.

20. All windows to be double pane vinyl U-25 and SHGC-26.

21. Entire exterior to be wrapped with an air infiltration barrier. Follow manufacturer's

recommendations for installation.

22. All soffits & trim to be finished with material that matches siding. Fascia & rake

boards to be covered with pre-finished aluminum. (owner to select color)

23. Wall ties for brick/stone veneer must be installed at not less than one per three sq/ft

of wall area and not more than 32" horizontally and not more than 16" apart

vertically.

24. Owner to pick all interior & exterior finishes, including but not limited to; wall finishes,

trim, moldings, & paint colors.

Page 5: THE MANN'S RESIDENCE

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

4'-6"

3'-0"

Elevation 11

3'-2 7/8" 2'-6" 3'-2 7/8"

3'-0"

1'-6"

3'-0"

Elevation 12

4'-8 3/4"4'-2"

1'-6"

4'-5"

2'-0" 4'-11 1/2" 4'-8"

Elevation 13

3'-0"

2'-8"

Elevation 14

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

4'-10"

2'-8"

Elevation 15

1'-0" 2'-6" 2'-0"

4'-10"

2'-8"

Elevation 16

2'-6"1'-0"

2'-8"

Elevation 17

Date

Project

401-MANN

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

gm

ail.

co

m

(33

4)

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. S

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De

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n m

ust

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kin

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ch

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o t

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se

pla

ns.

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ied

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this

pla

n,

as e

ve

n m

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r ch

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ld le

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to

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ms.

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to

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sig

ns B

y R

icky.

No

.R

evis

ion

/Issu

eD

ate

1.

2.

4.

5.

6.

7.

Re

vis

ion

Ta

ble

AS NOTED

A5

Ge

ne

ral N

ote

s

Camera View Greatroom

Page 6: THE MANN'S RESIDENCE

UP

UP

WP

R

4

GFCI

3WP

SD

EP

DC

SD

DM

A

T

AV Control

C5/TVC5 TV

T

SP SP

DESCRIPTIONSYMBOL

ELECTRICAL - DATA - AUDIO LEGEND

Ceiling Fan

Ventilation Fans: Ceiling Mounted, Wall Mounted

Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low VoltageWall Mounted Light Fixtures: Flush Mounted, Wall Sconce

Chandelier Light Fixture

240V Receptacle

110V Receptacles: Duplex, Weather Proof, GFCI

Switches: Single Pole, Weather Proof, 3-Way, 4-Way

Switches: Dimmer, Timer

Audio Video: Control Panel, Switch

Wall Jacks: CAT5, CAT5 + TV, TV/Cable

Telephone Jack

Intercom

Thermostat

Door Chime, Door Bell Button

Smoke Detectors: Ceiling Mounted, Wall Mounted

Electrical Breaker Panel

Speakers: Ceiling Mounted, Wall Mounted

Fluorescent Light Fixture

TV

EP

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

GFI

R

R

R

R

R R

GFCI

GFCI

GFCI

TV

TV

TV

RR

R RR

R R

R

R

R

R R R

R4

GFI

GFI GFI

GFI

GFI

R

GDDW

H

R

R R

RR

R R

3

3R

R

R

R

4

3

4

CDCW

GFI

GFI

R4

R

RRR

R R

R R

3

3

R RR

3

33

33

RRR

R

R

R

R R

R3

3

GFI GFI

GFCI

R R R

TV

WP

WP WP

WP

R

R

3

3

3

4

3

SD

SD

SD

SD

SD

SDSD

WP WP WP

GA

RA

GE

PORCH

PORCH

DW

FOYER

DINING

KIT

CH

EN

PA

NT

RY

LAUNDRY

GREAT ROOM

PLAYROOM

MUDBEDROOM 2

BEDROOM 4BEDROOM 3

CL

OS

ET

CLOSET

CLOSET

CLOSET

BATH 2

BATH 3

1/2 BATH

MASTER BATH

MASTER BDRM

MASTER CLOSET

SAFEROOM

shower

niche

bu

ilt-i

n

12'-0" CEILING

gaswater

WP

Electrical Plan1/4" = 1'-0"

Date

Project

401-MANN

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

gm

ail.

co

m

(33

4)

71

4-8

21

0

Scale

No

te:

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ky D

. S

ea

les a

nd

De

sig

ns b

y R

icky a

ssu

me

s n

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liab

ility

fo

r a

ny h

om

e c

on

str

ucte

d f

rom

th

ese

pla

ns.

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the

ow

ne

rs r

esp

on

sib

ility

to

ve

rify

co

mp

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ce

with

all

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l

co

de

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ns b

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me

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ain

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on

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ke

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ry a

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stm

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ts t

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nsu

re t

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se

co

nd

itio

ns e

xis

t.

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utio

n m

ust

be

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rcis

ed

in

ma

kin

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ch

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s t

o t

he

se

pla

ns.

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ied

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ct,

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esig

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dify

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pla

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ve

n m

ino

r ch

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s c

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/Issu

eD

ate

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2.

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5.

6.

7.

Re

vis

ion

Ta

ble

1/4" = 1'-0"

E1

Ge

ne

ral N

ote

s

Page 7: THE MANN'S RESIDENCE

S

S

SS

S S

S S

SS

S S

S

SDW

HB

HB

HB

HB

HB

7'-0" 7'-0" 7'-0" 3'-0" 13'-0" 30'-0" 6'-0" 12'-0" 6'-0"

91'-0"

2'-0"

37'-2

"2

4'-1

0"

13

'-0

"

77'-0

"

11

'-6

"1

4'-0

"1

0'-5

1/2

"1

4'-6

1/2

"1

1'-0

"1

'-6"

12'-0

"2'-0"

5'-0"37'-0"1'-0"15'-3 1/2"7'-8 1/2"

6'-6

"7

'-6

"

91'-0"

30'-0"37'-0"24'-0"

0'-4"

2'-0"

1'-0"

1'-6"

9'-0"

5'-0"

0'-6"

14'-0"16'-0"38'-0"4'-0"

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

4'-1 3

/4"

0'-4"

4'-0"

33'-2

"

9'-9 3/4" 13'-10 1/4"

17'-4"

3'-6"

3'-6"

4149 SQ FTLIVING AREA

GARAGE

HVAC

MAIN SLAB

4" - 3,000 PSI CONCRETE SLAB

WITH 6 x 6 x W2.1 x W2.1 WWR

ON 6 MIL VAPOR BARRIER ON

COMPACTED FILL TYP.

4" LOWER THAN

MAIN SLAB

PORCH

4" LOWER THAN

MAIN SLAB

PORCH

NOTE:

CONTROL JOINTS SHALL BE FIELD

LOCATED AND PLACED AT A MINIMUM OF

EACH INSIDE CORNER & AT 20'-0" O/C

MAX. CONTROL JOINTS SHALL BE

POSITIONED IN SUCH A WAY THAT NO

ONE PORTION OF THE SLAB SHALL HAVE

A LENGTH TO WIDTH RATIO GREATER

THAN 1.5.

8" LOWER THAN

MAIN SLAB

NOTE:

FIXTURES SHOWN

"DOTTED-IN" AS

REMINDER FOR

PLUMBING/GAS/ELEC

ROUGH-IN

RECESS SLAB AS

REQ'D FOR SHOWER

gaswater

GAS F.P.

GA

S F

.P.

PROVIDE

ELECTRICAL

UNDER SLAB

FOR ISLAND

GARAGE

HB

PROVIDE CHASE

FOR DRYER

PROVIDE CHASE

FOR HVAC

BS1BS1

BS1BS1

AS1AS1

CS1CS1

AS1AS1

PROVIDE DRAIN

FOR ICE MAKER

Foundation3/16" = 1'-0"

Date

Project

401-MANN

11/12/2019

Sheet

Project Name and Address

THE MANN'S RESIDENCE

DE

SIG

NS

BY

RIC

KY

Ric

ky D

. S

ea

les

57

82

SO

UT

H S

T H

WY

60

5

DO

TH

AN

, A

L 3

63

01

rickyse

ale

s@

gm

ail.

co

m

(33

4)

71

4-8

21

0

Scale

No

te:

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ky D

. S

ea

les a

nd

De

sig

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ns.

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ility

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ns.

On

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r B

uild

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ld a

tte

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t to

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dify

this

pla

n,

as e

ve

n m

ino

r ch

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ge

s c

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ld le

ad

to

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uctu

ral

pro

ble

ms.

An

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iscre

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ncy f

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in

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pla

ns s

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ll b

e

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ort

ed

to

De

sig

ns B

y R

icky.

No

.R

evis

ion

/Issu

eD

ate

1.

2.

4.

5.

6.

7.

Re

vis

ion

Ta

ble

AS NOTED

S1

Ge

ne

ral N

ote

s