BEAMS BY OTHER TOP @ 0'-0 BEAM BY OTHERS TOP @ 0'-0 L BLDG... · =DO NOT CUT END APPROXIMATE HOLE LOCATIONS APPROXIMATE HOLE LOCATIONS APPROXIMATE HOLE LOCATIONS APPROXIMATE HOLE

2'

19'8" 12'4"

52

'4"

4'

8'

6'

6'

19'8"

8' 8'

2'3

-1/4

"

56

'4"

20'

60'

12'

1'1

1-1

/4"

2'

2'

2'

2'

2'

1'1

1-1

/4"

20'4"

49

'4"

7'

19'8" 12'4"

(2)

PLY

SETBACK

SE

TB

AC

K

SE

TB

AC

K

(2) PLY

12" MAX O.H. 12" MAX O.H.

(2) PLY

OD

D S

PA

CE

SETBACK

U =

1011#

U =

1057#

R =

6057#

U =

2625#

CL

LC

SE

TB

AC

K

L L L L L LL LC C C C C C C C

R = 6909#U = 1812#

R = 7117#U = 1491#

R = 8602# U = 3501#

R = 11994#U = 4571#

A1

A2

A3

A4

A5

A6

B1

B2

B3

B4

B5

B6

B7

B8

B9

C1

C2

C3

C4

C5

B10

B12

D1

D2

J2

J4 J4

J2

J2

CJ8

J4

J4

CJ8J

2

E1

J2

J4

J2

CJ8

J4

EJ6

H1

H2

I1

V1

V2

EJ6

EJ8

EJ2

EJ2A

B11

V1

V2

V3

V4

2'

2'

2'

C C C C CLL

L

LL

BE

AM

BY

OT

HE

RS

TO

P @

0'-0"

BE

AM

S B

Y O

TH

ER

TO

P @

0'-0"

M1M1

BEAMS BY OTHERS

TOP @ 0'-0"

M3 M2

derek

Shop Drawing Stamp

derek

Accepted

=DO NOT CUT END

APPROXIMATE HOLE LOCATIONS




SH

IFT

JOIS

TU

PT

O3"

TO

AV

OID

PLU

MB

ING

LBW

LBWLBWLBWLBW

16"BCI/4

500

THIS

AREA

DOWN

CO

NN

EC

TIO

NT

OF

AC

E

OF

WA

LL

BY

OT

HE

RS

TOP OF LEDGER -3/4"

BELOW FIN. FLR. TYP.

BY OTHERS





SH

IFT

JOIS

TU

PT

O3"

TO

AV

OID

PLU

MB

ING

LBW

LBW LBW LBW LBW

16"BCI/4500

THIS

AREA

DOWN

CO

NN

EC

TIO

NT

OF

AC

E

OF

WA

LL

BY

OT

HE

RS

TOP OF LEDGER -3/4"


BY OTHERS





SH

IFT

JOIS

TU

PT

O3"

TO

AV

OID

PLU

MB

ING

LBW

LBWLBWLBWLBW

16"BC

I/4500

THIS

AREA

DOWN

CO

NN

EC

TIO

NT

OF

AC

E

OF

WA

LL

BY

OT

HE

RS

TOP OF LEDGER -3/4"


BY OTHERS





SH

IFT

JOIS

TU

PT

O3"

TO

AV

OID

PLU

MB

ING

LBW

LBW LBW LBW LBW

16"BCI/4500

THIS

AREA

DOWN

CO

NN

EC

TIO

NT

OF

AC

E

OF

WA

LL

BY

OT

HE

RS

TOP OF LEDGER -3/4"


BY OTHERS





16" BCI/4500

THIS AREA

16"BCI/4

500

THIS

AREA

R=365 #

R=3567 #

LBW

DOWN

CO

NN

EC

TIO

NT

OF

AC

E

OF

WA

LL

BY

OT

HE

RS

TOP OF LEDGER -3/4"


BY OTHERS -LEVEL WITH

TOP OF JOISTS





16" BCI/4500THIS AREA

16"BCI/4500

THIS

AREA

R=365 #

R=3567 #

LBW

DOWN

CO

NN

EC

TIO

NT

OF

AC

E

OF

WA

LL

BY

OT

HE

RS

TOP OF LEDGER -3/4"


BY OTHERS -LEVEL WITH

TOP OF JOISTS

WS WS

MEADOWOOD

F12

F12 F12 F12 F12

F12

F12F12

F12

F12

F17-A

F17-A F17-A F17-A F17-A

F17-A

F42

F42

F42F42 F42 F42

F42

F42

B-BM3

B-B

M1

B-BM2

B-BM4

B-BM3

B-B

M1

B-BM2

B-BM4

B-BM3

B-B

M1

B-BM2

B-BM4

B-BM3

B-B

M1

B-BM2

B-BM4

A-B

M1

A-BM3

A-BM2

A-B

M1

A-BM3

A-BM2

i87

42

i89

12

i90

30

i88

16

J1

3-2

2

i883

7

i874

7

i877

6

i87

49

i88

12

i878

2

i875

2

i90

22

i87

54

J5

-4i8

90

7J3

-11

i90

06

i87

57

i88

31

i90

38

i88

58

i87

61

i88

28

i89

26

i89

67

i87

65

i88

15

J1-22 (4)J10-24 (3)J11-23 (2)J10-24 (2)

J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)

H3

H1

H2

H2

H3

i87

42

i89

12

i90

30

i88

16

J1

3-2

2

i883

7

i874

7

i901

7

i87

49

i88

12

i878

2

i875

2

i90

22

i87

54

J5

-4i8

90

7J3

-11

i90

06

i87

57

i88

31

i90

38

i88

58

i87

61

i88

28

i89

26

i89

67

i87

65

i88

15

J1-22 (4) J10-24 (2)J10-24 (3) J11-23 (2)

J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)

H1

H3

H3

H2

H2

i87

42

i89

12

i90

30i88

16

J1

3-2

2

i883

7

i874

7

i877

6

i87

49

i88

12

i878

2

i875

2

i90

22

i87

54

J5

-4i8

90

7J3

-11

i90

06

i87

57

i88

31

i90

38

i88

58

i87

61

i88

28

i89

26

i89

67

i89

68

i88

15

J1-22 (4)

J10-24 (3)J11-23 (2)J10-24 (2)

J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)

H1

H3

H2

H2

H3

i87

42

i89

12

i90

30

i88

16

J1

3-2

2

i883

7

i874

7

i877

6

i87

49

i88

12

i878

2

i875

2

i90

22

i87

54

J5

-4i8

90

7J3

-11

i90

06

i87

57

i88

31

i90

38

i88

58

i87

61

i88

28

i89

26

i89

67

i87

65

i88

15

J1-22 (4)

J10-24 (2)J10-24 (3) J11-23 (2)

J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)

H3

H1

H2

H2

H3

i88

75

i89

81

i89

89

i88

78

i90

26

i89

98

i88

81

i88

82

i89

10

i90

27

i89

93

i90

19

i88

87

i88

88

i89

30

i89

23

i88

91

i88

92

i89

87

J2-1

1

i90

11i8

91

4 i89

29

i90

41

i90

21

i88

99

i89

69

i89

69

i89

13

i89

03

i89

28

i90

44

i90

51

J14-22 (5)

J12-23 (3)

J15-21 (6)

J9-25 (7)

J4-7 (10)

H3

H1

H2

H2

i88

75

i89

81

i89

33

i88

78

i89

35

i89

98

i90

15

i88

82

i89

72

i90

27

i89

93

i90

19

i88

87

i88

88

i89

30

i89

23

i88

91

i88

92

i89

87

J2-1

1

i90

11i8

91

4i89

29

i90

41

i90

21

i88

99

i89

69

i89

69

i89

13

i89

03

i89

28

i90

44

i90

51

J14-22 (5)

J12-23 (3) J15-21 (6)

J9-25 (7)

J4-7 (10)

H3

H2

H2

H1

H8

H1

H6

H7

H5

H6

H1

H3

H9

H3

H9

H7

H5

H1

H6

H9H9

H5

H8

H5

H7

H8

H1

H6

H3

H8

H7

H3

H1

H8

H7

H4

H5

H5

H4

H1

H8

H7

No

So

ln.

No

So

ln.

No

So

ln.

No

Soln

.

No

So

ln.

No

So

ln.

No

So

ln.

No

So

ln.

No

So

ln.

No

So

ln.

No

So

ln.

No

So

ln.

F27-D

F27-DF27-D F27-D F27-D

F27-D

F27-D

F27-D

F27-DF27-D

F27-DF27-D

F27-DF27-D

F27-D

F27-D

1' 2"

1'7

3/1

6"

1'2

9/1

6"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'0

9/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1' 8 3/8"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'0

"

1'0

5/8

"

1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"

1'7

3/1

6"

3'6

13

/16

"1

0'9

5/8

"

3' 4 11/16"

1'8

5/1

6"

1'8

5/1

6"

9'0

"8

'9"

10

'0"

7'3

"

1' 2"

1'7

3/1

6"

1'2

9/1

6"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'0

9/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1' 8 3/8"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'0

"

1'0

5/8

"

1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4"

1'7

3/1

6"

3'6

13

/16

"1

0'9

5/8

"

3' 4 11/16"

1'8

5/1

6"

1'8

5/1

6"

9'0

"8

'9"

10

'0"

7'3

"

1' 2"

1'7

3/1

6"

1'2

9/1

6"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'0

9/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1' 8 3/8"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'0

"

1'0

5/8

"

1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"1' 4"

1'7

3/1

6"

3'6

13

/16

"1

0'9

5/8

"

3' 4 11/16"

1'8

5/1

6"

1'8

5/1

6"

9'0

"8

'9"

10

'0"

7'3

"

1' 2"

1'7

3/1

6"

1'2

9/1

6"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'0

9/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1' 8 3/8"

1'4

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'0

"

1'0

5/8

"

1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4" 1' 4"

1'7

3/1

6"

3'6

13

/16"

10

'95

/8"

3' 4 11/16"

1'8

5/1

6"

1'8

5/1

6"

9'0

"8

'9"

10

'0"

7'3

"

11'5

7/1

6"

11'1

7/1

6"

1'1

13

/16

"

1'7

5/1

6"

1'1

5/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

2' 0"1' 8 3/8"1' 8 1/8"2' 0"2' 0"

61

/2"

1'5

1/8

"

1'7

3/1

6"

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

1'5

3/1

6"

10

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'1

5/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

2' 0"1' 8 3/8"1' 8 1/8"2' 0"2' 0"

61

/2"

1'3

3/4

"

1'7

7/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'6

1/1

6"

1'2

13

/16"

1'7

3/1

6"

1'7

3/1

6"

1'5

3/1

6"

81

3/1

6"

5'0

"1

0'4

5/8

"5'1

1/1

6"

7'9

3/8

"

11'5

7/1

6"

11'1

7/1

6"

1'1

13

/16

"

1'7

5/1

6"

1'1

5/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

2' 0" 1' 8 3/8" 1' 8 1/8" 2' 0" 2' 0"

61

/2"

1'5

1/8

"

1'7

3/1

6"

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

1'5

3/1

6"

10

7/8

"

1'7

3/1

6"

1'7

3/1

6"

1'1

5/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

2' 0" 1' 8 3/8" 1' 8 1/8" 2' 0" 2' 0" 61

/2"

1'3

3/4

"

1'7

7/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'7

3/1

6"

1'6

1/1

6"

1'2

13

/16"

1'7

3/1

6"

1'7

3/1

6"

1'5

3/1

6"

81

3/1

6"

5'0

"1

0'4

5/8

"5'1

1/1

6"

7'9

3/8

"

1/4 of beam depth maximum.

may be required per governing codeNote: Ledger for sheathing nailing

LVL beamVersa-Lam

Joist hanger

®

F12

Backer Blocks

4'-0" Filler Blocking Header

2'-0"

2'-0"

F17-A

Boise BCI Joist

Ledger

joist hanger

®

Use only connectors approved for ledger wood treatment.Ledger attachment to wall by others.Ledger width shall exceed specified hanger nail length.

F27-D Face mount

Center cut over bearing.Field Cut Boise Joist top flange and web after installation.

Minimum 3-1/2" bearing width

Centered at cut.Boise Joist BlockingF42

Backer block shall be tightto top of bottom flange with1/4"-2" gap at bottom of top

to bottom of top flange withBacker block shall be tight

flange.1/4"-2" gap at top of bottom

flange.

"Face Mount""Top Mount"

Backer Block

1/4"-2" gap

F16-D

(see chart)Filler Block

Contact Boise EWP Engineering for specific conditions.Connection valid for all applications.

Nailing 12" OCWeb-Filler

ConnectionDouble BCI Joist®

F58-B

6500s 1.8

90 2.0

60 2.0

Backer and Filler Block Dimensions

Filler Block Thickness

3/4" or 7/8"5000s 1.8

6000s 1.8

wood panels

BCI JoistSeries

®

ThicknessBacker Block

wood panels

wood panels

wood panels

1-1/8" or two 1/2"

2 x __ lumber

1-1/8" or two 1/2"

1-1/8" or two 1/2"

Two 3/4" wood panels or 2 x __

2 x __ + 5/8" or 3/4" wood panel

2 x __ + 5/8" or 3/4" wood panel

2 x __ + 5/8" or 3/4" wood panel

Double 2 x __ lumber

Accessories

PlotID Net Qty Product Length Plies

12 Web Stiffeners (16" BCI® 4500s-1.8) 1

204 Web Stiffeners (16" BCI® 60s-2.0) 1

Products

PlotID Net Qty Product Length Plies

J1-22 16 16" BCI® 4500s-1.8 22' 0" 1

J2-11 2 16" BCI® 4500s-1.8 11' 0" 1

J3-11 4 16" BCI® 4500s-1.8 11' 0" 1

J4-7 20 16" BCI® 4500s-1.8 7' 0" 1

J5-4 4 16" BCI® 4500s-1.8 4' 0" 1

J6-25 12 16" BCI® 60s-2.0 25' 0" 1

J7-25 20 16" BCI® 60s-2.0 25' 0" 1

J8-25 12 16" BCI® 60s-2.0 25' 0" 1

J9-25 14 16" BCI® 60s-2.0 25' 0" 1

J10-24 20 16" BCI® 60s-2.0 24' 0" 1

J11-23 8 16" BCI® 60s-2.0 23' 0" 1

J12-23 6 16" BCI® 60s-2.0 23' 0" 1

J13-22 4 16" BCI® 60s-2.0 22' 0" 1

J14-22 10 16" BCI® 60s-2.0 22' 0" 1

J15-21 12 16" BCI® 60s-2.0 21' 0" 1

B-BM1 8 16" BCI® 4500s-1.8 25' 0" 2

A-BM1 4 16" BCI® 4500s-1.8 23' 0" 2

A-BM2 2 16" BCI® 4500s-1.8 4' 0" 1

B-BM2 4 16" BCI® 4500s-1.8 4' 0" 1

A-BM3 4 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 8' 0" 2

B-BM3 8 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 5' 0" 2

B-BM4 8 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP 4' 0" 2

Bk1 32 16" BCI® 4500s-1.8 2' 0" 1

Bk2 56 16" BCI® 4500s-1.8 1' 0" 1

Connector Summary

PlotID Qty Manuf Product Flange Supported Mbr Fasteners Top Nails Supporting Mbr Fasteners Backer Blocks Web Stiff Skew Slope Supporting Mtl Supported Mtl

H1 42 Simpson ITS1.81/16 None 2- Strong-Grip 4- 10d 2- 10d No No - - DIMENSION_LUMBER_DF 16" BCI® 4500s-1.8

H2 36 Simpson ITS2.37/16 None 2- Strong-Grip 4- 10d 2- 10d No No - - SCL 16" BCI® 60s-2.0

H3 94 Simpson ITS2.37/16 None 2- Strong-Grip 4- 10d 2- 10d No No - - DIMENSION_LUMBER_DF 16" BCI® 60s-2.0

H4 2 Simpson ITS3.56/16 None 2- 10dx1.5 4- 10d 2- 10d No Yes - - SCL 2- 16" BCI® 4500s-1.8

H5 6 Simpson ITS3.56/16 None 2- 10dx1.5 4- 10d 2- 10d No Yes - - DIMENSION_LUMBER_DF 2- 16" BCI® 4500s-1.8

H6 4 Simpson IUS1.81/11.88 None 2- 10dx1.5 - 10- 10d No Yes - - SCL 16" BCI® 4500s-1.8

H7 6 Simpson IUS1.81/11.88 None 2- 10dx1.5 - 10- 10d 2 and Filler Yes - - SCL 16" BCI® 4500s-1.8

H8 6 Simpson IUS1.81/11.88 None 2- 10dx1.5 - 10- 10dx1.5 2 Yes - - SCL 16" BCI® 4500s-1.8

H9 4 Simpson IUS3.56/11.88 None 2- 10dx1.5 - 12- 10d No No - - SCL 2- 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP

ALL ACCESSORIES ARE BY OTHERS

NO

TE

:A

LL

ME

AS

UR

EM

EN

TS

TO

BE

VE

RIF

IED

INT

HE

FIE

LD

.

12-18-2019 B.H.

Revisions:

7-26-2019

BY:

B.H.

(c) All values in the table above may be increased 15% for snow

(b) Design values apply to common bolts (grade A&B, 1 or 2)

(a) 7" wide members must be loaded from both sides.

Bolt (b)1/2" dia.

Side Loaded Connection

Double & triple 1-3/4" Versa-Lam

Staggered

Bolt Spacing

2" min.

N/A17158552

loaded roofs and 25% for non-snow load roofs where code allows.

Use flat washers each side and drill holes 1/2" dia.

24" o.c.

( lbs. per lin. ft. )

Max. Uniform Load

3-1/2" Versa-Lam

1-3/4" Versa-Lam

Number ofMembers

4 (a)

3

335

375

2 505

1/2" dia. Bolt (b)

1345

1515

2020

6" o.c.

670

755

12" o.c.

1010

®

®

®

B12-B

Boise I-Joist can be offset up to 3" to avoid vertical plumbing.

Joist

3" max

CL Joist

3" max

CL

OJ-A Note: Sheathing shallnot span greater than rating

cut, notch or drill flangesDO NOTDN01

CUSTOMER APPROVAL:

DATE:__________ SIGNED:____________________________

PRINTED: ___________________________

CUSTOMER MUST REVIEW ALL DETAILS, DIMENSIONS, AND CONDITIONS BEFORE SIGNING THISFOR FINAL RELEASE. ONLY THE ITEMS SHOWN/LISTED WILL BE PROVIDED U.O.N.

LBW = Load Bearing Wall

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BC FRAMER

8.2.4.272Scale: as noted

N.T.S.Date: 3/27/2019

By: BILL HEINE

File:REVISED FLOOR

SCOSTA-DR HORTONMEADOWOOD TOWNHOMES

Sheet: 1/1

UNIT AUNIT B

UNIT AUNIT B UNIT B UNIT B

6 UNIT MATERIAL LISTS

****************IMPORTANT INFORMATION*******************

NOTE: NEVER CUT HOLES IN VERSA-LAM OR GLUE-LAM BEAMS.AVOID CUTTING TOP AND BOTTOM FLANGES OFANY BCI-JOIST

IMPORTANTDIXIEPLY HAS PREPARED THIS JOIST PLACEMENTPLAN EXCLUSIVELY FOR BCI JOIST & VERSA-LAM LVLDEALERS.THIS PLAN APPLIES EXCLUSIVELY TO THE USE OF BOISE CASCADEBCI JOIST AND VERSA-LAM LAMINATED VENEER LUMBER IN THEBUILDING SYSTEM.BOISECASCADE AND DIXIEPLY WILL NOT ACCEPT RESPONCIBILITYFOR THE PERFORMANCE OF ANY PRODUCT SUBSTITUTED FORTHOSE SPECIFIED ON THIS PLAN

NOTE: BCI JOIST CAN MOVE 2" TO 3" FOR PLUMBING

NOTE: ALL 2ND STORY WALLS W/OUT BLOCKINGBELOW ARE NOT TO BE USED AS LOAD BEARINGWALLS. WALLS W/ BLOCKING MAY BE USED ASLOAD BEARING. BUT MUST AVOID ANY CONCEN-TRATED LOADS.

NOTE: RECOMMENDED A/C HOLE IS IN CENTER LINEOF 2 WALLS

NOTES1.ALL CONNECTORS TO BE USP CONNECTORS. NO SUBSTITUTIONS

ARE ALLOWED.2.DESIGN LOADS & JOIST AND BEAM SIZES ARE FOR THE

SPECIFIED BOISE CASCADE ENGINEERED WOOD PRODUCTSONLY. ANY USE OF THIS DRAWING WITH MATERIALS OTHERTHAN THOSE SPECIFIED HEREIN IS STRICTLY PROHIBITIED.NO SUBSTITUTIONS ALLOWED.

3.FLOOR LOADING 40PSF LIVE AND 15 DEAD - U.O.N.4.LATERAL BRACING IS REQUIRED ALONG THE BOTTOM FLANGES

OF BCI JOIST @ 8'-0"o.c.IF A RIGID CEILING IS NOT APPLIED.5.DIXIEPLYWOOD & LUMBER CO. BEARS NO RESPOSIBILITY FOR THE

PERFORMANCE OF ANY SUBSTITUTIONS OR ALTERNATE PRODUCTS.

derek

Shop Drawing Stamp

derek

Accepted

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

5"12"

4"12"

3"12"

5"12"

5"12"5"

12"

4"12"

3"12"

FINISH FLOORELEV. @ 0"


TOP OF BEAMELEV. @ 8'-8"


2ND FINISH FLOORELEV. @ 10'-0"


TRUSS BEARINGELEV. @ 18'-0"


8070 OHGD 3068 ENTRY 1/2 33 SH 8070 OHGD 8070 OHGD

35 SH 35 SH 25 SH 25 SH35 SH 35 SH 25 SH

25 SH35 SH 35 SH

8070 OHGD 8070 OHGD 1/2 33 SH 3068 ENTRY 8070 OHGD

TILE ROOF

RAKE TRUSS

1'-0"

RAKE TRUSS

1'-0"1'-0"1'-0"

7'-4

"

6'-8

"

4" DECOR BAND

SHUTTERS

6" DECOR BAND

4" DECOR BAND

6" DECOR BAND 6" DECOR BAND

SHUTTERS

4" DECOR BAND

SHUTTERS

6" DECOR BAND

4" DECOR BAND

6" DECOR BAND

ELEV. @ -1'-0" B.F.F.

AVERAGE ROAD CENTERLINE ELEVATION

(40

'-0

" ALL

OW

ABLE

)

29

'-7

13

/32

"

(30

'-0

" ALL

OW

ABLE

)

23

'-3

45

/64

"

3068 ENTRY 3068 ENTRY 3068 ENTRY 3068 ENTRY

UNIT A UNIT B UNIT B UNIT B UNIT B UNIT A

INWALL WEEP

SCREED

INWALL WEEP

SCREED

INWALL WEEP

SCREED









TILE ROOF

35 SH25 SH 35 SH

2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR2-4068 SL GL DR

1'-0"1'-0"1'-0"

25 SH25 SH25 SH25 SH25 SH25 SH25 SH

1'-0"

DECO TEXTURE FINISH OVER

CONC BLOCKDECO TEXTURE FINISH OVER

CONC BLOCK

6'-8" T

YP.

BOTTOM OF VENT SHALL BE LOCATED NO

MORE THAN 3'-0" BELOW THE RIDGE PER

R806.2.2

3'-0

" M

AX

4" SLEEVES FOR HVAC GAS

LINES, PLACE IN 1ST FLOOR

BEAM BEFORE POUR



BEAM BEFORE POUR



BEAM BEFORE POUR



BEAM BEFORE POUR









1'-0" 1'-0"

TILE ROOF

35 SH 25 SH

25 SH

7'-4

"

6'-8

"


CONC BLOCK

7'-4

"

7'-4

"

WHERE ROOF FRAMING CONFLICTS WITH THE ROOF

VENTS, INSTALLATION OF THE VENT MORE THAN

3'-0" BELOW THE RIDGE IS ALLOWED PER R806.2.2









25 SH35 SH

25 SH

TILE ROOF

1'-0"

7'-4

"

1'-0"

6'-8

"


CONC BLOCK

7'-4

"

7'-4

"

WHERE THE ROOF FRAMING CONFLICTS WITH THE ROOF

VENTS, INSTALLATION OF THE VENT MORE THAN 3'-0"

BELOW THE RIDGE IS ALLOWED PER R806.2.2

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:

DESIGN IN ACCORDANCE WITH THE RESIDENTIAL

FLORIDA BUILDING CODE 2017 - 6TH EDITION

3/16" = 1'-0"

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-17

1-1

72

-17

3-1

74

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112

-15

11

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20

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7

3/16" = 1'-0"

FRONT ELEVATION

3/16" = 1'-0"

REAR ELEVATION

3/16" = 1'-0"

LEFT ELEVATION

3/16" = 1'-0"

RIGHT ELEVATION

derek

Seal Transparent

derek

Structural Only

derek

Statement 2

WHWH

WH

WHWH WH

HB

HB

HB

HB

HB

HB

2 31 4 5 6 7

B

A A

A

B

A

A B

A

AA

B

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

120'-0"

1'-4"

5'-8"

7'-0"

45'-4"

4'-0"

56'-4"

2'-8"

1'-4"

1'-4" 8'-0" 8" 2'-3 1/2" 3'-5" 4'-3 1/2"

10'-0" 1'-4" 7'-4" 1'-4" 1'-10" 8'-0" 2'-2" 8" 6'-4" 1'-0"1'-0" 6'-4" 8" 2'-2" 8'-0" 1'-10" 1'-10" 8'-0" 2'-2" 8" 6'-4" 1'-0"1'-0" 6'-4" 8" 2'-2" 8'-0" 1'-10" 1'-4" 7'-4" 1'-4" 10'-0"

4'-5 1/2" 3'-5" 2'-1 1/2" 8" 8'-0" 1'-4"

1'-4"

2'-8"

52'-4"

4'-0"

56'-4"

5'-8"

1'-4"

9'-0" 8'-2" 2'-10" 5'-10" 8'-2" 6'-0" 6'-0" 8'-2" 5'-10" 5'-10" 8'-2" 6'-0" 6'-0" 8'-2" 5'-10" 2'-10" 8'-2" 9'-0"

6'-6" 2'-2 1/2" 11'-3 1/2" 5'-5" 2'-7" 10'-1" 1'-11" 1'-11" 10'-1" 2'-7" 5'-5" 5'-5" 2'-7" 10'-1" 1'-11" 1'-11" 10'-1" 2'-7" 5'-5" 10'-6" 3'-0" 6'-6"

15'-10"

8'-10"

20'-8"

8'-8"

11'-1 1/2" 10" 6'-0" 2'-0 1/2" 3'-4" 3'-8" 4'-10" 6'-3 1/2"

1'-10 1/2" 1'-10 1/2"

6'-3 1/2" 4'-10" 3'-8" 3'-4" 3'-4" 3'-8" 4'-10" 6'-3 1/2"

1'-10 1/2"1'-10 1/2"

6'-3 1/2" 4'-10" 3'-8" 3'-4" 2'-0 1/2" 6'-0" 10" 11'-1 1/2"

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

2'-0"

1'-4"

6'-8"

5'-2 1

/2"

9'-2"

19'-8"

1'-8"

2'-8"

6'-10"

18'-6"

2'-0"

1'-4"

6'-8"

5'-2 1

/2"

9'-2"

19'-8"

1'-8"

2'-8"

6'-10"

18'-6"

DBL

SIN

K

REF. SPACE

SINK SINK

REF. SPACE

DBL

SIN

K

REF. SPACE

DBL SINK

SINK

REF. SPACE

DBL

SIN

K

SINKSINK

REF. SPACE

DBL

SIN

K

SINK

REF. SPACE

19'-8"

1'-8"

2'-8"

6'-10"

18'-6"

2'-0"

1'-4"

6'-8"

5'-2 1

/2"

9'-2"

2'-0"

1'-4"

6'-8"

5'-2 1

/2"

9'-2"

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

19'-8"

1'-8"

9'-6"

18'-6"

20'-8"

24'-8"

4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #10/10

W.W.M. REINFORCING OVER 6 MILL

VISQUEEN BARRIER ON MECHANICALLY

COMPACTED FILL @ 95%.

THE FINISH FLOOR SLAB SHALL BE SET ABOVE

BASE FLOOD ELEVATION PER FEMA FLOOD MAP

PLUS 1'-0" FREEBOARD PER FBCR R322.2.1.

SEE SITE PLAN BY OTHERS

ELEV. @ 0'-0"4" SLAB W/ 2,500 PSI CONC. W/ 6X6 #10/10

W.W.M. REINFORCING OVER 6 MILL

VISQUEEN BARRIER ON MECHANICALLY


THE FINISH FLOOR SLAB SHALL BE SET ABOVE

BASE FLOOD ELEVATION PER FEMA FLOOD MAP

PLUS 1'-0" FREEBOARD PER FBCR R322.2.1.

SEE SITE PLAN BY OTHERS

ELEV. @ 0'-0"

120'-0"

STANDARD SGD RECESS 1-1/2".

IMPACT GLASS SGD RECESS 2-1/2".



#5 VERTICAL @ DOT LOCATION (7'-4" O.C.

MAX AT INTERIOR) IN GROUTED CELL W/ 7"

HOOK INTO BOND BEAM

RECESS AT GARAGE DOOR

PER DETAIL


PER DETAIL


PER DETAIL RECESS AT GARAGE DOOR

PER DETAIL RECESS AT GARAGE DOOR

PER DETAIL


PER DETAIL

ELEV. @ 0'-(-4")

SLO

PE 2

"

ELEV. @ 0'-(-4")SLO

PE 2

"ELEV. @ 0'-(-4")

SLO

PE 2

"

ELEV. @ 0'-(-4")

SLO

PE 2

"

ELEV. @ 0'-(-4")

SLO

PE 2

"

ELEV. @ 0'-(-4")

SLO

PE 2

"

ELEV. @ 0'-(-4")

ELEV. @ 0'-(-4")ELEV. @ 0'-(-4")ELEV. @ 0'-(-4")

ELEV. @ 0'-(-4")

ELEV. @ 0'-(-4")

PROVIDE 1/4" WATER LINE @

REF SPACE FOR ICE MAKER









SET A/C PAD ABOVE FLOOD W/

1'-0" FREEBOARD PER FBCR

R322.2.1



R322.2.1



R322.2.1

DW

DWDWDW

DW

RANG

E

RANG

E

RANG

E

RANG

E

RANG

E

RANG

E

SET W/H ABOVE FLOOD W/ 1'-0"

FREEBOARD PER FBCR R322.2.1


FREEBOARD PER FBCR R322.2.1SET W/H ABOVE FLOOD W/ 1'-0"








A

B

AAA

AAA

AA

#5 VERTICAL @ DOT LOCATION (7'-4" O.C.

MAX AT INTERIOR) IN GROUTED CELL W/ 7"

HOOK INTO BOND BEAM

UNIT A

UNIT B UNIT BUNIT B UNIT B

UNIT A

PROVIDE TERMITE TREATMENT

WITH "BORA CARE"PROVIDE TERMITE TREATMENT WITH

"BORA CARE"





LOWEST POINT OF GARAGE SHALL BE

SET ABOVE BASE FLOOD ELEVATION

PER FEMA FLOOD MAP



PER FEMA FLOOD MAP



PER FEMA FLOOD MAP

P

P P P P

P

F8

W/ OPTIONAL

CURB

#5 @ 48" O.C. AT EXTERIOR

WALLS TYPICAL

F2

B

P

P

F4F4

F2

F2

B

B

SAWCUT SLAB

PER 5/S-1

F4

SAWCUT SLAB PER

5/S-1

F6

A

F9

F7

PPPPP

F1

F1

F1

F1

F6

F6F6F6

SAWCUT SLAB PER

5/S-1

F1

F1

F1

F2

BB

B

F4

#5 @ 48" O.C. AT

EXTERIOR WALLS TYPICAL

F8F8

F5F7F7F5F7

F7

F7

F7

F7A

F7A

F9

F7A

F7A

F8

W/ OPTIONAL

CURB

F4

W/ CURB

F7A

F5F7A

F2

F6

AA A

F8

W/ OPTIONAL

CURB

F7A

F7A

F5F7A

F7AF7F7A

F8

W/ OPTIONAL

CURB

F9

F4

W/ CURB

F4F4

F9F9F9

P

F2F1

DW

A

B

1'-8

"

FIN. GRADE

#5 DOWEL WITH

7" HOOK, EMBED

5" MIN.

2 #5 CONT. W/

3" CLEAR COVER. 12" @ 'F3'

1'-0"

MIN

.

25

" LA

P

16" @ 'F4'

1'-8

"

FIN. GRADE

#5 DOWEL WITH

7" HOOK, EMBED

5" MIN. BELOW

GARAGE FLOOR

2 #5 CONT. W/

3" CLEAR COVER.12" @ 'F3'

1'-0"

MIN

.

7 5/8"

.

VARIES WITH

SLOPE OF FLOOR

CURB IS OPTIONAL & NOT INCLUDED

IN FOOTING DIMENSIONS

2'-1

"

16" @ 'F4'

(2) #5 RODS CONT.

W/ 3" CLEAR COVER

1'-0

"

16" @ 'F5'

20" @ 'F6'

OPTIONAL CURB

AT GARAGE

3" CLEAR COVER2 #5

1'-0

"

1'-4"

#5 DOWEL AT

MASONRY

WALLS ONLY

8"X8" CONC. FTG.

W/ 1 #5 ROD CONT.

1" 3"

8"

8"

PAVERSMORTAR

TYPE LENGTH WIDTH DEPTH

2'-6" 2'-6"

3'-0"3'-0"

3'-6"3'-6"

4'-0"4'-0"

5'-0"5'-0"

A

B

C

D

E

1'-0"

1'-0"

1'-0"

1'-2"

1'-2"

3-#5 3-#5

4-#5 4-#5

4-#5 4-#5

5-#5 5-#5

6-#5 6-#5

-

-

-

-

-

REMARKSLONG WAY SHORT WAY

BOTTOM REINF.

PAD FOOTING SCHEDULE

US

ED

TYPE LENGTH WIDTH DEPTH

CONT. 1'-4"

1'-8"

1'-0"

1'-4"

1'-4"

F1

F2

F3

F4

F5

1'-8"

1'-0"

1'-0"

2-#5

SHAPE

WALL FOOTING SCHEDULE

US

ED BOTTOM

REINFORCING

F6

F7

F7A

CONT.

CONT.

CONT.

CONT.

CONT.

CONT.

CONT.

1'-8"

1'-8"

0'-8" 0'-8"

1'-0"

1'-8"

0'-10"

0'-8"

2-#5

2-#5

2-#5

2-#5

2-#5

2-#5

1-#5

ADD CURB TOGARAGE, SEEDETAIL

F8 CONT. 1'-9" 1'-8" 3-#5

F9 CONT. 2'-2" 1'-8" 4-#5

NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT

CORNERS AND INTERSECTIONS. ADD CORNER BARS 25"X25" AT

EACH LONGITUDINAL SEE BAR 6/S-1.

FOUNDATION PLAN

PLAN NOTES:

1. TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0"2. FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE PER

DETAIL 6/S-1.

3. "F#" DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET.4. # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET.

5. PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM

FOOTING TO TIE BEAM.

6. ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL.

7. FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH

WINDOW/ DOOR SUPPLIER.8. PROVIDE PRESSURE TREATED BUCKS AT WINDOWS/ DOORS PER DETAIL 7/S-1.

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

1'-8

"

FIN. GRADE

#5 DOWEL WITH

7" HOOK, EMBED

5" MIN.

3 #5 CONT. @ F8

4#5 CONT @ F9 W/

3" CLEAR COVER.21" @ 'F8'

1'-0"

MIN

.

25

" LA

P

26" @ 'F9'

#5 @ 16" O.C.

OPTIONAL CURB

AT GARAGE

6"

10

"

FIN. GRADE

2 #5 BARS

CONT.

1'-3"

RECESS

1'-0"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

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TO

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11

82

73/16" = 1'-0"

FOUNDATION PLAN

1/2" = 1'-0"

'F3' OR 'F4' FOOTING

1/2" = 1'-0"

'F3' OR 'F4' W/ CURB AT GARAGE

1/2" = 1'-0"


1/2" = 1'-0"

'F7' STEP DOWN 1/2" = 1'-0"

'P' PAVERS DETAIL ENTRY/ LANAI

1/2" = 1'-0"


1/2" = 1'-0"

GARAGE DOOR RECESS

derek

Seal Transparent

WHWH

WH

WHWH WH

HB

2 31 4 5 6 7

GARAGE

KITCHEN

GREAT ROOM

LANAI

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

1/2

BATH

FOYER

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

FOYER

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

FOYER

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

FOYER

GARAGE

KITCHEN

GREAT ROOM

LANAI

1/2

BATH

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING 8'-8" FLAT CEILING

8'-8" FLAT CEILING8'-8" FLAT CEILING 8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING


8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING8'-8" FLAT CEILING


2X6 KNEEWAL

34-1/2" HIGH

2X6 KNEEWAL

34-1/2" HIGH

2X6 KNEEWAL

34-1/2" HIGH

2X6 KNEEWAL

34-1/2" HIGH

2X6 KNEEWAL

34-1/2" HIGH

2X6 KNEEWAL

34-1/2" HIGH

PANTRYPANTRYPANTRYPANTRY

PANTRY PANTRY

OVERHEAD

CABIN

ETS

OVERHEAD

CABIN

ETS

OVERHEAD

CABIN

ETS

OVERHEAD

CABIN

ETS

OVERHEAD

CABIN

ETS

OVERHEAD

CABIN

ETS

A/C COMPRESSORS @ FINISH FLOOR LVL.

PROVIDE CONC. PAD (VERIFY SIZE)

COMPRESSOR UNIT TO BE ANCHORED

TO CONC. PAD W/ 3-1/2" TAPCONS









NOTE: 2 HR FIREWALLS

NO GAPS OVER 1/4" ARE

PERMITTED IN THE TOP,

BOTTOM, OR END. ALL

GAPS TO BE CAULKED

WITH FIRE CAULK

UNIT A UNIT #B UNIT #B UNIT #AUNIT #B

UNIT #B

8'-8" FLAT CEILING 8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING

DW

DWDWDWDW

FOYER8'-8" FLAT

CEILING

FOYER8'-8" FLAT CEILING

ENTRY8'-8" FLAT CEILING

ENTRY ENTRY ENTRYENTRY

ENTRY

2 HOUR FIREWALL FULL

LENGTH OF BUILDING.


LENGTH OF BUILDING.

8'-8" FLAT CEILING


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.

UP

UP UPUP UP

UP

DW

1. Concrete Blocks* - Various designs. Classification D-2 (2 hr.)

See Concrete Blocks category for list of eligible manufacturers.

2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). vertical joints staggered.

3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).

4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.

5. Foamed Plastic* - (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).

ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation" and EnergyShield Pro 2 Wall Insulation."

HUNTER PANELS - Type Xci-Class A, Xci 286

THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Bearing Wall Rating - 2 HR.Nonbearing Wall Rating - 2 HR.

142

3

Horizontal Section

Design No. U905

7-5/8"

3/4"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



3/16" = 1'-0"

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3/16" = 1'-0"

1ST FLOOR PLAN

BUILDING CODE ANALYSISAPPLICABLE CODES:

FLORIDA BUILDING CODE 6TH EDITION (2017) RESIDENTIAL

I. OCCUPANCY CLASSIFICATION R-3

TYPE OF CONSTRUCTION V-B

FIRE SEPARATION DISTANCE = 5' TO PROPERTY LINE

10'-0" BUILDING SEPERATION

II. WIND DESIGN CRITERIA ASCE7-10, 160 MPH (Vasd = 124 MPH), EXPOSURE C.

III. ALLOWABLE HEIGHTS & BUILDING AREAS (PER FCB-B 504.3-504.4-506.2)

ALLOWED PROPOSED

BUILDING HEIGHT# OF STORIESAREA: PER STORY

403U

28.0'2

derek

Seal Transparent

2 31 4 5 6 7

BATH #3

BEDROOM #2

BEDROOM #3

BEDROOM #3

BEDROOM #2

BEDROOM #1

LOFT

WIC

WIC

WIC

BATH #1

BATH #3

BEDROOM #2

BEDROOM #3

WIC

BATH #3

BEDROOM #2

BEDROOM #3

WIC

BATH #3

BEDROOM #2

BEDROOM #3

WIC

BEDROOM #3

BEDROOM #2

LOFT

WIC

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT

CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

NOTE:

DRYER VENT EXTENDING MORE THAN 25'-0" TO HAVE A

BOOSTER FAN.

NOTE:

HIGH OUTPUT CLOTHES DRYER TO BE USED REFER TO ATTAHCED CUTSHEETS

ALL METAL CHIMNEYS FOR LOW-HEAT APLANCES EXTEND 3' ABOVE THE ROOF

4'-0

"5

2'-4

"

56

'-4

"

20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0"

120'-0"

LAUNDRY

BATH #28'-0" FLAT

CEILING

BATH #2

8'-0" FLAT CEILING

LAUNDRY

A/H

A/H

A/HA/HA/H

A/H

LAUND

RY

LAUND

RY

LAUND

RY

LAUND

RY

UNIT A UNIT AUNIT B UNIT B UNIT B UNIT B


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.

DO

WN

DO

WN

DO

WN

DO

WN

DO

WN

DO

WN

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING8'-0" FLAT CEILING8'-0" FLAT CEILING8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

BEDROOM #1 BEDROOM #1 BEDROOM #1 BEDROOM #1

BEDROOM #1

BATH #1

BATH #1 BATH #1

BATH #1

BATH #1

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



3/16" = 1'-0"

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-17

1-1

72

-17

3-1

74

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112

-15

11

6-1

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20

-15

12

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51

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-15

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-17

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7

3/16" = 1'-0"

2ND FLOOR PLAN

derek

Seal Transparent

WH

UP11'-1 1/2" 5'-0 1/2" 3'-10"

21

9'-0"

7'-7 1

/2"

4'-4 1

/2"

2'-4"

2'-0"

4'-2"

15'-10"

12'-0" 4'-2" 3'-10"

10"

RANG

E

REF. SPACE

9'-0" 8'-2" 2'-10"

GARAGE

KITCHEN

GREAT ROOM

LANAI

GARAGE

1/2

BATH

8'-2" 3'-10"

1'-4"

2'-8"

34'-4"

11'-0"

5'-8"

1'-4"

7'-0"

45'-4"

4'-0" 1'-4" 8'-0" 3'-2" 3'-0" 1'-6" 3'-0"

1'-4" 7'-4" 1'-4"

20'-0"

10'-0" 10'-0"

12" SHLVNG

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

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

56'-4"

34

3

3

C

SINK

B

12

3

2X6 KNEEWAL

34-1/2" HIGH

PANTRY

OVERHEAD

CABIN

ETS

5'-9" 6'-8 1/2" 7'-6 1/2"

3'-3"

ESCAPE

FOYER

ENTRY

MINIMUM R-13 OR BETTER

INSULATION

SEE NOTE 10

MIR

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

3'-6"

2'-10 3/8"

21

12" SHLVNG

DRYERWASHER

12" SHLVNG

FIBERGLASS SHWR

SIN

KSIN

K

12" SHLV

NG

12" SHLV

NG

12" SHLV

NG

5'-0" TUB/SHWR

BEDROOM #3

BEDROOM #2

BEDROOM #1

LOFT

WIC

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT

CEILING

BATH #1

12" SHLVNG

6'-10" 3'-10" 3'-4" 6'-0"

2'-8" 3'-8" 1'-10" 4'-2" 3'-10" 3'-10"

3'-5 1

/2"

3'-6 1

/2"

7'-5"

2'-0"

3'-7 1

/2"

3'-6"

5'-10 1

/2"

10'-4"

2'-4 1

/2"

3'-9 1

/2"

6'-5"

12'-4" 3'-10" 3'-10"

4

4

4

4

4

4

4

4

4

8

4

4

6

6

4

A

CA

A

22'-10 1

/2"

12'-1"

17'-4 1

/2"

52'-4"

4'-0"

56'-4"

10'-4" 9'-8"

20'-0"

A/H

1'-5 1/2" 5'-4 1/2" 13'-2"

EGRESS

MIR

.

LAUNDRY

EG

RESS

MIR

.

EGRESS

44

ATTIC

ACCESS

CABINET BACKING

KITCHEN

MASTER BATH

GUEST BATH

LAUNDRY ROOM

UPPER TOP @ 84" BASE TOP @ 35"

UPPER

UPPER

UPPER TOP @ 84"

BASE TOP @ 35"

BASE TOP @ 31"

BASE

VINYL SHELF NOTES:1. ALL CLOSET SHELVES TO BE 12"

2. AL PANTRY & LINEN TO BE (4) 16"

SHELVES 18" A.F.F. W/ 15" INCREMENT.

PLAN NOTES

1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR

ALL WINDOWS AND DOORS

2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT

PER FLORIDA BUILDING CODE R 308.4.2.

3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER


4) NON BEARING INTERIOR FRAME WALLS SHALL BE

FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL

NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD

GARAGE DOOR HARDWARE

6) 2X6 KITCHEN KNEE WALL TO BE FRAMED W/ TOP @

34 1/2" A.F.F.

7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL

BATHROOM AREAS

8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES

@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG

RESISTANT PER SEC. 702.3.5

9) THE GARAGE SHALL BE SEPARATED FROM THE

RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM

BOARD APPLIED TO THE GARAGE SIDE. GARAGES

BENEATH HABITABLE ROOMS SHALL BE SEPARATED

WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD

OR EQUIVALENT. WHERE THE SEPARATIION IS A

FLOOR - CEILING ASSEMBLY, THE STRUCTURE

SUPPORTING THE SEPARTION SHALL ALSO BE

PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD

OR EQUIVALENT

10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN

LIVING AND GARAGE PER FLORIDA BUILDING CODE

R302.5.1.

11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST

COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR

PROVIDED WITH AN APPROVED WINDOW FALL

PRVENTION DEVICE

12) DOOR FROM GARAGE TO HOUSE: 83-1/2" HEADER.

13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE

INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.

DOOR HEADERS6'-8" BI-FOLD

6'-8" SWING

8'-0" SWING

HEADER HEIGHT 82" A.F.F.

82 1/2" A.F.F.

98 1/2" A.F.F.

HEADER HEIGHT

HEADER HEIGHT

INTERIOR DOOR SCHEDULE

MARK

1

2

3

DOOR WIDTH NOTES

P.K. = POCKET DOOR

B.F. = BI-FOLD DOOR

B.P. = BI-PASS DOOR

L.V. = LOUVERED DOOR

4

5

6

7

8

3'-0"

2'-8"

2'-6"

2'-4"

2'-0"

1'-8"

1'-6"

2'-10"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

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-17

1-1

72

-17

3-1

74

SUBD

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DRS:

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112

-15

11

6-1

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20

-15

12

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7

3/16" = 1'-0"

1ST FLOOR PLAN - UNIT A

3/16" = 1'-0"

2ND FLOOR PLAN - UNIT A

DOOR SCHEDULEMARK DESCRIPTION HEIGHT WIDTH COMMENTS QTY

1 3068 ENTRY 6'-8" 3'-0" 6

2 8070 OHGD 7'-0" 8'-0" 6

3 2-4068 SL GL DR 6'-8" 8'-0" 6

WINDOW SCHEDULE MARK DESCRIPTION WIDTH HEIGHT COMMENTS QTY

A 35 SH 4'-6" 5'-3" 10

B 1/2 33 SH 2'-2" 3'-2" 2

C 25 SH 3'-1" 5'-3" 16

UNIT A

UNIT A ENTRY 40 SF

UNIT A LANAI 140 SF

UNIT A GARAGE 234 SF

UNIT A 1ST FLOOR LIVING 673 SF

UNIT A 2ND FLOOR LIVING 1007 SF

GRAND TOTAL 2094 SF

derek

Seal Transparent

WH

UP

HB

11'-10 1/2" 4'-3 1/2" 3'-10"

2 3

2'-0"

1'-4"

16'-8"

4'-4"

11'-6 1

/2"

13'-5 1

/2"

8'-0" 7'-10" 4'-2"

DBL

SIN

K

REF. SPACE

5'-10" 8'-2" 6'-0"

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

FOYER

1'-10" 8'-0" 2'-2" 8" 6'-4" 1'-0"

20'-0"

12'-0" 8'-0"


CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

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

4

3

3

4

12" SHLVNG

SINK

2

3

2X6 KNEEWAL

34-1/2" HIGH

PANTRY

3'-4" 3'-8" 4'-10"

3

1

DW

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

3'-4 1

/2"

14'-9 1

/2"

6'-8 1

/2"

3'-10"

2'-8"

1'-8"

19'-8"

3'-5 1

/2"

MIR

ESCAPE

MIR.

MINIMUM R-13 OR BETTER

INSULATION

SEE NOTE 10

8'-8" FLAT CEILING

ENTRY

RANG

E

4 5

5'-10" 6'-4" 3'-10" 4'-0"

3'-8" 3'-10" 3'-9" 6'-0" 2'-9"

9 1/2" 5'-0" 1/2" 4'-8" 1'-0"1'-0" 7'-6"

4

4

8

4

4

4

4

4

4 4

4

4

12" SHLV

NG

5'-0" TUB/S

HW

R

SINK

12" SHLV

NG

WASHER

DRYER

FIBERGLASS SHWR

12" SHLVNG

SIN

KSIN

K

BEDROOM #1

BATH #3

BEDROOM #2

BEDROOM #3

W.I.C

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT

CEILING

BATH #1

4

4

3'-11"

8'-0"

4'-5 1

/2"

2'-8"

1'-0"

3'-2 1

/2"

5'-6"

9'-5 1

/2"

9'-1 1

/2"

11'-1 1

/2"

5'-8"

2'-6"

5'-11 1

/2"

4'-0" 3'-6" 2'-2" 10'-4"

C

A

11'-7 1/2" 8'-4 1/2"

20'-0"

C

6'-10"

C

A/H

EGRESS

MIR.

MIR.

MIR.

EGRESS EGRESS

ATTIC

ACCESS

DOOR HEADERS6'-8" BI-FOLD

6'-8" SWING

8'-0" SWING

HEADER HEIGHT 82" A.F.F.

82 1/2" A.F.F.

98 1/2" A.F.F.

HEADER HEIGHT

HEADER HEIGHT

PLAN NOTES

1) VERIFY ALL ROUGH OPENING DIMENSIONS FOR

ALL WINDOWS AND DOORS

2) PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT


3) PROVIDE SAFETY GLAZING AT BATH/ SHOWER


4) NON BEARING INTERIOR FRAME WALLS SHALL BE

FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL

NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)

5) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD

GARAGE DOOR HARDWARE

6) 2X6 KITCHEN KNEE WALL TO BE FRAMED W/ TOP @

34 1/2" A.F.F.

7) INSTALL SMOOTH WALLS IN KITCHEN AND ALL

BATHROOM AREAS

8) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES

@ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG

RESISTANT PER SEC. 702.3.5

9) THE GARAGE SHALL BE SEPARATED FROM THE

RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM

BOARD APPLIED TO THE GARAGE SIDE. GARAGES

BENEATH HABITABLE ROOMS SHALL BE SEPARATED

WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD

OR EQUIVALENT. WHERE THE SEPARATIION IS A

FLOOR - CEILING ASSEMBLY, THE STRUCTURE

SUPPORTING THE SEPARTION SHALL ALSO BE

PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD

OR EQUIVALENT

10) INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN

LIVING AND GARAGE PER FLORIDA BUILDING CODE

R302.5.1.

11) ALL WINDOWS INSTALLED 72" ABOVE GRADE MUST

COMPLY WITH R612.2 MIN 24" SILL HEIGHT OR

PROVIDED WITH AN APPROVED WINDOW FALL

PRVENTION DEVICE

12) DOOR FROM GARAGE TO HOUSE: 83-1/2" HEADER.

13) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE

INSTALLED AT OR ABOVE FLOOD PLUS 1'-0" FREEBOARD.

CABINET BACKING

KITCHEN

MASTER BATH

GUEST BATH

LAUNDRY ROOM

UPPER TOP @ 84" BASE TOP @ 35"

UPPER

UPPER

UPPER TOP @ 84"

BASE TOP @ 35"

BASE TOP @ 31"

BASE

VINYL SHELF NOTES:1. ALL CLOSET SHELVES TO BE 12"

2. AL PANTRY & LINEN TO BE (4) 16"

SHELVES 18" A.F.F. W/ 15" INCREMENT.

INTERIOR DOOR SCHEDULE

MARK

1

2

3

DOOR WIDTH NOTES

P.K. = POCKET DOOR

B.F. = BI-FOLD DOOR

B.P. = BI-PASS DOOR

L.V. = LOUVERED DOOR

4

5

6

7

8

3'-0"

2'-8"

2'-6"

2'-4"

2'-0"

1'-8"

1'-6"

2'-10"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

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9-1

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-17

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DRS:

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-17

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-17

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.D.

11

82

7

3/16" = 1'-0"

1ST FLOOR PLAN - UNIT B3/16" = 1'-0"

2ND FLOOR PLAN - UNIT B

UNIT B

UNIT B ENTRY 64 SF

UNIT B LANAI 140 SF

UNIT B GARAGE 256 SF

UNIT B 1ST FLOOR LIVING 650 SF

UNIT B 2ND FLOOR LIVING 933 SF

GRAND TOTAL 2044 SF

DOOR SCHEDULEMARK DESCRIPTION HEIGHT WIDTH COMMENTS QTY

1 3068 ENTRY 6'-8" 3'-0" 6

2 8070 OHGD 7'-0" 8'-0" 6

3 2-4068 SL GL DR 6'-8" 8'-0" 6

WINDOW SCHEDULE MARK DESCRIPTION WIDTH HEIGHT COMMENTS QTY

A 35 SH 4'-6" 5'-3" 10

B 1/2 33 SH 2'-2" 3'-2" 2

C 25 SH 3'-1" 5'-3" 16

derek

Seal Transparent

WHWH

WH

WHWH WH

HB

H10

Bk1 Bk2 Bk2 Bk2 Bk2Bk1 Bk2 Bk2Bk2

Bk2

J13-2

2

J5-4

J3-1

1

J1-22 (4)J10-24 (3)J11-23 (2)J10-24 (2)

J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)

Bk2 Bk2

Bk1

Bk2 Bk2

Bk2

Bk1Bk2 Bk2Bk2

Bk2

J13-2

2

J5-4

J3-1

1

J1-22 (4)J10-24 (2)J10-24 (3) J11-23 (2)

J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)

Bk1 Bk2 Bk2 Bk2 Bk2Bk1 Bk2 Bk2Bk2Bk2

Bk2

J13-2

2

J5-4

J3-1

1

J1-22 (4)

J10-24 (3)J11-23 (2)J10-24 (2)

J6-25 (3)J7-25 (3)J8-25 (3)J7-25 (2)

Bk2 Bk2

Bk1

Bk2 Bk2

Bk2

Bk1Bk2 Bk2

Bk2

Bk2

J13-2

2

J5-4

J3-1

1

J1-22 (4)

J10-24 (2)J10-24 (3) J11-23 (2)

J6-25 (3) J7-25 (2)J7-25 (3) J8-25 (3)

Bk1 Bk1 Bk2Bk2 Bk2 Bk1

Bk1 Bk1

Bk2

Bk2 Bk2 Bk1 Bk1

Bk2

Bk2 Bk2

Bk2

Bk1 Bk1 Bk1

J2-1

1

J14-22 (5)

J12-23 (3)

J15-21 (6)

J9-25 (7)

J4-7 (10)

Bk1

Bk1

Bk2

Bk2 Bk1 Bk1

Bk1 Bk1 Bk1

Bk2

Bk2 Bk2

Bk2

Bk1 Bk1 Bk2 Bk2

Bk2

Bk1 Bk1

J2-1

1

J14-22 (5)

J12-23 (3)

J15-21 (6)

J9-25 (7)

J4-7 (10)

Bk1

A-B

M1

A-BM3

A-BM2

B-BM3

B-B

M1 B-BM2

B-BM4

B-BM3

B-B

M1

B-BM2

B-BM4

B-BM3

B-B

M1

B-BM2

B-BM4

B-BM3

B-B

M1

B-BM2

B-BM4

A-B

M1

A-BM3

A-BM2

16"

BCI/4

500

THIS A

REA

16"BCI/4500

THIS AREA

16"

BCI/4

500

THIS A

REA

16"BCI/4500

THIS AREA

16"

BCI/4500

THIS AREA

16"

BCI/4

500

THIS A

REA

16"BCI/4500THIS AREA

16"BCI/4500

THIS AREA

WS WSWS

WS

WS WS

WS WS WS WS WS WS WS WS WS WS WS WS WS

WS WS WS WS WS WS WS WS WS WS WS WS WSWS WS WS WS WS WS WS WS

WS WS WS

WSWS

WS WS WS

WSWS

WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS

WS WSWS

WS WS

WS WS WS

WS WS

WS

WS

WS WS WS WS WS WSWS

WSWS

M3

M1 M1

M2

M3

M1M1

M2

BEARING HEIGHT

= TOP OF BOND BEAM @ 10'-0"

AND @ 18'-0"

= BEARING @ 8'-8" W/ U301 TO

UNDERSIDE OF ROOF DECK

= BEARING @ 8'-8"

WALL ABOVE WITH BOND

BEAM AT TOP

#5 VERTICAL, ABOVE

LINTEL ONLY WHERE

NOTED ON PLAN

'1B' DENOTES 1#5 BOTTOM

WITH 7" HOOK EACH END OR

EXTEND 24" BEYOND OPENING.

'0B' DENOTES "NO REBAR"

8" PRECAST LINTEL

GR

OU

T S

OLID

1'-4"

GR

OU

TE

D

1#5 TOP

1#5 BOTTOM

8F8-1B

8F8-0B

8F16-1B/1T

PRECAST LINTEL SCHEDULE

AT SWING DOORS, USE 2" RECESS STYLE

LINTEL IF NEEDED FOR ROUGH OPENING.

LINTELS BEAR 4" MIN. EACH END

2.

DRAFTSTOPPING

R302.12 DRAFTSTOPPING: IN COMBUSTIBLE CONSTRUCTION WHERE

THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED

SPACE OF A FLOOR /CEILING ASSEMBLY, DRAFTSTOPS SHALL BE

INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES

NOT EXCEED 1,000 SQUARE FEET (92.9m2). DRAFTSTOPPING SHALL

DIVIDE THE COCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.

WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE

AND CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE

PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING

CIRCUMSTANCES:

1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING.

2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE

OPEN WEB OR PERFORATED MEMBERS.

R302.12.1 MATERIALS: DRAFTSTOPPING MATERIALS SHALL NOT BE

LESS THAN 1/2" (12.7mm) GYPSUM BOARD, 3/8" (9.5mm) WOOD

STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY

SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE

FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE

BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE

MAINTAINED.

PLAN NOTES:

1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,

SEE LEGEND.

2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES

DESIGNED BYA DELEGATED TRUSS ENGINEER PER

DESIGN CRITERIA ON SHEET S-3.

3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS

SHEET.

4. FOR NAILING OF ROOF AND FLOOR DECK, SEE 1 AND 2

ON S-3.

5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE

DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.

6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND

BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.

7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE

THIS SHEET.

2 31 4 5 6 7

GARAGE

KITCHEN

GREAT ROOM

LANAI

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

1/2

BATH

FOYER

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2 BATH

FOYER

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

FOYER

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2

BATH

FOYERGARAGE

KITCHEN

GREAT ROOM

LANAI

1/2

BATH

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING


CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING


8'-8" FLAT CEILING


8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT

CEILING

8'-8" FLAT CEILING

8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING8'-8" FLAT CEILING

8'-8" FLAT CEILING

(2)-2X8 LEDGER BOTTOM @ 8'-8" W/

5/8" X 8" EXPANSION BOLT @ 24"

O.C. LOCATE BOLTS TO AVOID

TRUSSES. MTS16 STRAP AT TRUSS

(2)-2X8 LEDGER BOTTOM @ 8'-8""

W/ 5/8" X 8" EXPANSION BOLT @ 24"



8F16-1

B/1

T

8F16-1B/1T

8F16-1B/1T 8F16-1B/1T8F16-1B/1T

8F16-1B/1T 8F16-1B/1T

8F16-1

B/1

T

8F16-1B/1T8F8-1B8F8-1B8F8-1B8F8-1B

8F16-1

B/1

T

8F8-1B

AT GARAGE DOOR SET 8" X 8" PRECAST LENTIL W/ (1) #5 @

DOOR HEAD HEIGHT. ADD COURSING AS NEEDED W/ 8" X 8"

BOND BEAM W/ (1) #5 TOP @ 10'-0", GROUT SOLID TYP.







(2)-2X8 LEDGER

BOTTOM @ 8'-8"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER

BOTTOM @ 8'-8"

(2)-2X8 LEDGER TOP

@ 10'-0"









8'-8" FLAT CEILING

8'-8" FLAT CEILING8'-8" FLAT CEILING 8'-8" FLAT CEILING


UNIT A UNIT AUNIT B UNIT B UNIT B UNIT B


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.


LENGTH OF BUILDING.

8F8-0B 8F8-0B

ENTRYENTRY

8F8-0

B

8F8-1B

(2)-2X8 LEDGER TOP

@ 10'-0"

3-2X4 POST, NO

STRAPS

ENTRYENTRY

ENTRY ENTRY(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP @

10'-0"

(2)-2X8 LEDGER TOP @

10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

(2)-2X8 LEDGER TOP

@ 10'-0"

8'-8" FLAT CEILING

DO

WN

8F8-0B8F8-0B

DO

WN

DO

WN

DO

WN

DO

WN

DO

WN

8F8-1B8F8-1B8F8-1B8F8-1B8F8-1B

(2)-2X8 LEDGER TOP

@ 10'-0"

8F8-0B8F8-0B

U301 2 HOUR ASSEMBLY WITHIN EAVE

AND TO THE UNDERSIDE OF ROOF DECK

ROOF SHEATHING SHALL BE FIRE RETARDANT

TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF

DIVIDING WALL PER FBC 706.4.1.1







8F8-0

B

3-2X4 POST, NO

STRAPS

2-2X12 HEADER

NO STRAP

2-2X12 HEADER

NO STRAP2-2X12 HEADER

NO STRAP

2-2X12 HEADER

NO STRAP

8F16-1

B/1

T

8F16-1B/1T

8F8-0B 8F8-0B

3

A4.1

3

A4.1

3

A4.1

3

S-2

3

S-2

3

S-2

3

S-2

3

S-2

3

S-2

2X4 SPF #2 @ 16" O.C.

BLOCKING @ MID POINT

PT SILL W/ 10d CONCRETE

NAILS @ 6" O.C. NO

STRAPS

2X4 SPF #2 @ 16" O.C.

BLOCKING @ MID POINT

PT SILL W/ 10d CONCRETE

NAILS @ 6" O.C. NO

STRAPS







(+37.4, -40.5) WIND PRESSURES PER ASCE7-10, 160 MPH

EXPOSURE C AND CONVERTED TO ALLOWABLE STRESS

DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124

MPH, RISK CAT II, ENCLOSED, kd=0.85,H=25')

(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)

(+32.8, -37.1)

(+32.8, -37.1)(+32.8, -37.1)(+32.8, -37.1)

(+32.8, -37.1)

(+37.4, -40.5)

(+37.4, -40.5)(+37.4, -40.5)(+37.4, -40.5)

(+37.4, -40.5)

(+37.4, -40.5)

(+37.4

, -4

0.5

)

(+37.4, -40.5) (+37.4, -40.5)

"WS" DENOTES WEB

STIFFENER PER I JOIST

LAYOUT

WOOD FRAME

BEHIND.

WOOD FRAME

BEHIND.

META16,

TYPICAL

HU46 @ A-BM2 W/ (8)

1/4" X 2-3/4" TITEN 2

TO MASONRY, ADD

BLOCKING TO HANGER

LGUM410-SDS @ A-BM3

W/ (8) 3/8" X 4" TITEN HD

TO MASONRY

HU46 @ B-BM4 W/

(8) 1/4" X 2- 3/4"

TITEN 2 TO MASONRY

META16,

TYPICAL

META16,

TYPICAL

SEE SCHEDULES ON JOIST LAYOUT

NOTES FOR I-JOISTS

1) BK1 AND BK2 DENOTES BLOCKING BETWEEN JOISTS.

2) WS DENOTES WEB STIFFENER INSTALLED ON THE I-JOIST.

HU46 @ B-BM2 W/ (8)

1/4" X 2-3/4" TITEN 2

TO MASONRY, ADD

BLOCKING TO HANGER

HU46 @ B-BM2 W/ (8)

1/4" X 2-3/4" TITEN 2

TO MASONRY, ADD

BLOCKING TO HANGER

HU46 @ B-BM4 W/

(8) 1/4" X 2- 3/4"

TITEN 2 TO MASONRY

HU46 @ B-BM4 W/

(8) 1/4" X 2- 3/4"

TITEN 2 TO MASONRY HU46 @ B-BM4 W/

(8) 1/4" X 2- 3/4"

TITEN 2 TO MASONRY

HU46 @ B-BM2 W/ (8)

1/4" X 2-3/4" TITEN 2

TO MASONRY, ADD

BLOCKING TO HANGER

HU46 @ B-BM2 W/ (8)

1/4" X 2-3/4" TITEN 2

TO MASONRY, ADD

BLOCKING TO HANGER

LGUM410-SDS @ A-BM3

W/ (8) 3/8" X 4" TITEN HD

TO MASONRY

HU46 @ A-BM2 W/ (8)

1/4" X 2-3/4" TITEN 2

TO MASONRY, ADD

BLOCKING TO HANGER

U301 2 HOUR ASSEMBLY WITHIN EAVE

AND TO THE UNDERSIDE OF ROOF DECK

AT 'A' UNIT, ANYWHERE ALONG THIS

WALL, DRILL 4" HOLE FOR SEWER DRAIN

(WITHIN FLOOR CAVITY AND BELOW

2-2X8 LEDGER).

AT 'A' UNIT, ANYWHERE ALONG THIS

WALL, DRILL 4" HOLE FOR SEWER DRAIN

(WITHIN FLOOR CAVITY AND BELOW

2-2X8 LEDGER).

AT ALL 'B' UNITS, ANYWHERE ALONG THIS WALL DRILL 3"

HOLE FOR A/C LINE, (HOLE MAY GO THROUGH LEDGER).

MINIMUM EQUIVALANT THICKNESS (IN) BEARING ORNON-BEARING CONCRETE MASONRY WALLS

LIMESTONE, CINDERS, ORUNEXPANDED SLAG

TYPE OF AGGREGATE

3.2"

3.6"

4.0"

2 HR

F.B.C. TABLE 722.3.2

FIRE - RESISTANCE RATING (HOURS)

PUMICE OR EXPANDED SLAG

EXPANDED SHALE, CLAY OR SLATE

FOR THE 2 HOUR FIREWALL, PURCHASE ONLY BLOCK WITH 2 HOUR FIRE RATED MARKING, LABEL OR DOCUMENTATION.

4.2"CALCAREOUS OR SILICEOUS GRAVEL

1.

TRUSS STRAPPING TO MASONRY

MAX TRUSS UPLIFT

@ 24" OC (LBS)CONNECTOR FASTENER

1450

1810

2120

1875 (1 PLY)

1795 (2 PLY)

2365 (2 PLY)

2365 (2 PLY)

3965/SYP 3330/SPF

4235/SYP 3640/SPF

4670/SYP 4015/SPF

5445/SYP 5360/SPF

10690/SYP 10690/SPF

10790/SYP 10790/SPF

(1) META16 TO 40

(1) HETA16 TO 40

(1) HHETA16 TO 40

(2) META16 TO 40

(2) META16 TO 40

(2) HETA16 TO 40

(2) HHETA12 TO 40

MGT (2 PLY)

HTT4

HTT5

HTT5KT

(1)HGT - 2

(1)HGT - 3

(8) 0.148x11/2 ", EMBED 4"

(9) 0.148x11/2", EMBED 4"

(10) 0.148x11/2", EMBED 4"

(10) 0.148x11/2", EMBED 4"

(14) 0.162x31/2", EMBED 4"

(12) 0.162x31/2", EMBED 4"

(12) 0.162x,31/2" EMBED 4"

(22) 0148x3" ATR, EPOXY 12"

(18) 0.162x21/2", 5/8" ATR, EPOXY 12"

(26) 0.148x3", 5/8", ATR, EPOXY 12"

(26) SD#10x21/2, 5/8," ATR, EPOXY

(26) 0.148x3" TO GIRDER

(2) 3/4" Ø ATR, EPOXY 12"

(16) 0.148x3" TO GIRGER,

(2) 3/4" Ø ATR, EPOXY 12"

INSTALL

META16 AT

ALL

TRUSSES

TO 1450 lb

UPLIFT. FOR

HIGHER

UPLIFTS,

SEE NOTES

ON PLAN.

NOTES:

1. PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED

ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND

SUITABLE FOR THE GEOMETRY. EMBED STRAP ON -C OF WALL.

2. CONNECTORS ARE SIMPSON STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE

INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTUCTIONS.

SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD.

3. WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER

10/S-3.

SIMPSON CATALOG C-C- 2019

FIRE RETARDANT TREATED PLYWOOD

4'-0"


4'-0"

8d RING SHANK NAILS @

6" O.C. TO SHEARWALL.

U301 2 HOUR RATED

ASSEMBLY (2X4 SPF #2

STUDS @ 16" O.C., 2

LAYERS 5/8" TYPE X DRYWALL

EACH SIDE)SHEAR CONNECTION 2"X4"

PT #2 BASE PLATE W/ 8d

CASE HARDENED NAILS @ 6"

O.C..

FIRE CAULK

2ND LAYER

1/2" DRYWALL

2-HR RATED BLOCK WALL

PER TABLE 1 ON A-4.1

8"X8" BOND BEAM W/

(1) #5 REBAR CONT.

FIRE CAULK

2ND LAYER

FIRE CAULK 2ND LAYERFIRE CAULK 2ND LAYER

1/2" DRYWALL CEILING 1/2" DRYWALL CEILING

DOUBLE TOP PLATE

DETAIL 3.

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



As indicated

L:\0

-New D

ata

\1-M

ASTER 2

019\2

019-B

UIL

DERS\D

R H

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1827 L

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EADW

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USE\R

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\MEAD

WO

OD

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T 1

69-1

74 A

1-A

10 P

ERM

IT.r

vt

A-4.1

FLOOR FRAMING

TO

WNHO

MES

MEAD

OW

OO

D

JWC

JSL

08/12/20

LOT:

16

9-1

70

-17

1-1

72

-17

3-1

74

SUBD

IVIS

ION: M

EAD

OW

OO

D

AD

DRS:

15

112

-15

11

6-1

51

20

-15

12

4-1

51

28

-15

132

WIL

DFLO

WER C

IRC

LE

D.R

.H.

#:

57

96

30

16

9-1

70

-17

1-1

72

-17

3-1

74

G.C

.D.

11

82

7

3/16" = 1'-0"

2ND FLOOR AND LOW ROOF FRAMING PLAN

TRUSS BEARING CONDITIONS AND STRAPPING IS

BASED ON TRUSS LAYOUT PREPARED BY

SCOSTA CORP, JOB# 44192U DATE: 12/07/18

REVISED: 05/01/20


BASED ON I JOIST LAYOUT LAYOUT PREPARED

BY DIXIEPLY, DATE: 03/27/19 REVISED:

12/18/19

3/4" = 1'-0"

2HR FIRE RATED WALL

derek

Seal Transparent

A1

A2

A3

A4

A5

A6

B1

B2

B3

B4

B5

B6

B7

B8

B9

C1

C2

C3

C4

C5

B10

B12

D1

D2

J2

J4 J4

J2

J2

CJ8 J

4

J4

CJ8J

2

E1

J2

J4

J2

CJ8 J

4

EJ6

H1

H2

I1

V1

V2

V1

V2

V3

V4

EJ6

EJ8

EJ2

EJ2A

B11

A1

A2

A3

A4

A5

A6

B1

B2

B3

B4

B5

B6

B7

B8

B9

C1

C2

C3

C4

C5

B10

B12

D1

D2

J2

J4J4

J2

J2

CJ8

J4

J4C

J8

J2

E1

J2

J4

J2

CJ8

J4

EJ6

H1

H2

I1

V1

V2

V1

V2

V3

V4

EJ6

EJ8

EJ2

EJ2A

B11

2 31 4 5 6 7

RIDGE

RIDGE

RIDGE

RID

GE RID

GE

RID

GE

RID

GE

RID

GE

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

HIP

VALLEYV

ALLE

Y

VAL

LEY

VAL

LEY

VAL

LEY

VALLEY

VALLEY

VALLEY

BATH #3

BEDROOM #2

BEDROOM #3

BEDROOM #3

BEDROOM #2

BEDROOM #1

LOFT

WICWIC

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

BATH #1

8'-0" FLAT CEILING

BATH #1

BATH #3

BEDROOM #2

BEDROOM #3

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

BATH #1

BATH #3

BEDROOM #2

BEDROOM #3

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

BATH #1

BATH #3

BEDROOM #2

BEDROOM #3

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

BATH #1

BEDROOM #3

BEDROOM #2

LOFT

WIC

WIC

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

8'-0" FLAT CEILING

BATH #1

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0

B

(+37.4

/-40.5

)

8F8-0

B

(+37.4

/-40.5

)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0B

(+37.4/-40.5)

8F8-0

B

(+37.4

/-40.5

)

8F8-0

B

(+37.4

/-40.5

)

4'-0"4'-0"

4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

4'-0" 4'-0"










FIRE RATED

SOFFIT PER

1/S-3

FIRE RATED

SOFFIT PER

1/S-3

FIRE RATED

SOFFIT PER

1/S-3

8"X8" CONTINOUS MASONRY BOND BEAM AT

TOP OF WALL WITH (1) #5 BAR. PROVIDE

CORNER BARS PER 8/S-1

(+37.4, -40.5) WIND PRESSURES PER ASCE7-10, 160 MPH

EXPOSURE C AND CONVERTED TO ALLOWABLE STRESS

DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124

MPH, RISK CAT II, ENCLOSED, kd=0.85,H=25')

LOW ROOF BELOW TYPICAL



UNIT A

UNIT B UNIT B UNIT B UNIT B

UNIT A


LENGTH OF BUILDING.


LENGTH OF BUILDING.

2 HOUR FIREWALL FULL LENGTH

OF BUILDING.


OF BUILDING.


OF BUILDING.

WHERE ROOF SHEATHING CONTACTS ONLY THE

EDGE OF ROOF TRUSSES, INSTALL BEVELLED

BLOCKING PER DETAIL 2 THIS SHEET (DR HORTON

COMPANY REQUIRMENT)

1-META16

TYPICAL

8X8 BOND BEAM

W/ !#5 PER 9/S-1

#5 BAR IN GROUTED CELL, AT

DOT LOCATIONS (48"

O.C.MAX) AT EXTERIOR

U301 2 HOUR

ASSEMBLY WITHIN EAVE

U301 2 HOUR


U301 2 HOUR


U301 2 HOUR


FIRE RATED

SOFFIT PER 1/S-3

FIRE RATED

SOFFIT PER 1/S-3

U301 2 HOUR


U301 2 HOUR


U301 2 HOUR


1

A4.2

1

A4.2

U301 2 HOUR


1

A4.2

1

A4.2

1

A4.2

LOMANCO

770-D

CORNER BARS IN

BOND BEAM PER

8/S-1

8F8-0B

FIRE RATED

SOFFIT PER 1/S-3

CORNER BARS IN

BOND BEAM PER

8/S-1

9

S-1

LOMANCO

770-D

LOMANCO

770-D

LOMANCO

770-D LOMANCO

770-D

LOMANCO

770-D

1-META16 @ 32" O.C. AT

INSIDE FACE OF H11-META16 @ 32" O.C. AT

INSIDE FACE OF H1

(+37.4,-40.5)

8F8-0B

(+27.7/-30.0)

8F8-0B

(+27.7/-30.0) 8F8-0B

(+27.7/-30.0)

8F8-0B

(+27.7/-30.0)

8F8-0B

(+27.7/-30.0)

1-HGT-2

@ A1

1-HETA20

@ H2

2-META16

@ H2

1-HGT-2

@ D2

1-META16

@ D1

1-META16

TYP.

1-META16

TYP.

1-HGT-2

@ A1

1-HETA20

@ H2

2-META16

@ H2

1-META16

TYPICAL

1-HGT-2

@ D2

1-META16

@ D1

1-HGT-2

@ D21-HGT-2

@ D2

1-META16

@ D11-META16

@ D1

FIRE RATED SOFFIT

PER 1/S-3

FIRE RATED SOFFIT

PER 1/S-3

FIRE RATED SOFFIT

PER 1/S-3

U301 2 HOUR


BEDROOM #1 BEDROOM #1 BEDROOM #1 BEDROOM #1

BEDROOM #1

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

ATTIC

ACCESS

4'-0"

INSTALL 1/2" EXTERIOR PLYWOOD

ON GABLE END. USE FIRE RATED

PLYWOOD ON THE FIRST 4'-0" OF

GABLE @ FIRE WALL INSTALL 1/2" EXTERIOR PLYWOOD

ON GABLE END. USE FIRE RATED

PLYWOOD ON THE FIRST 4'-0" OF

GABLE @ FIRE WALL

4'-0"

AT GABLE ENDS, INSTALL FIRE RETARDANT

TREATED PLYWOOD WITHIN 4'-0" EACH

SIDE OF DIVIDING WALL (REMAINDER CAN

BE FRT PLYWOOD OR REGULAR 1/2" OSB).

APPLY STUCCO PER SPEC THIS SHEET.

ROOF SHEATHING

8d RING SHANK @

6" O.C.

16d NAILS

@ 8" O.C.

2" X () BLOCKING W/

BEVEL CUT TOP

ROOF TRUSS

BEVELLED BLOCKING DETAIL2

PLAN NOTES:

1. ROOF AND FLOOR TRUSS BEARING ELEVATION VARIES,

SEE LEGEND.

2. ROOF AND FLOOR FRAMING SHALL BE WOOD TRUSSES

DESIGNED BYA DELEGATED TRUSS ENGINEER PER

DESIGN CRITERIA ON SHEET S-3.

3. PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS

SHEET.

4. FOR NAILING OF ROOF AND FLOOR DECK, SEE 1 AND 2

ON S-3.

5. 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE

DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.

6. AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND

BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 11/S-3.

7. "SW" DENOTES PLYWOOD SHEARWALL PER SCHEDULE

THIS SHEET.

BEARING HEIGHT= BEARING @ 18'-0"

= BOND BEAM @ 18'-0", U301

ASSEMBLY TO UNDERSIDE OF ROOF DECK

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



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3/16" = 1'-0"

2ND FLOOR ROOF PLAN

ALL SOFFITS SHALL BE ACM QUAD, FULL

VENT, NARROW PATTERN, 8.15% FREE AIR

FLOW.

ROOF VENTS-INSTALL 2 LOMANCO 770-D

ROOF VENTS (0.97 SQ. FT FREE AIR) AT

EACH UNIT AT EACH LOCATION SHOWN.

ROOF VENTS SHALL NOT PENETRATE THE

FIRE RETARDANT PLYWOOD.

PROVIDE DOUBLE-FUR AT ALL

ELECTICAL BOXES TO BE INSTALLED

ON 2 HR FIREWALL. NO

PENETRATION OF WALL PERMITTED.


BASED ON TRUSS LAYOUT PREPARED BY

SCOSTA CORP, JOB # 44192U DATE: 12/07/18

REVISED: 12/16/19

At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as followsWater Resistive Barrier (WRB) R703.7.3:Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).Metal Lath R703.7.1: Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2" long, 11 gauge nails with 7/16" head (roofing nails) at 7" oc,or 1-1/2"long 16 gauge staples at 6" oc, into the framing members (i.e., the nails or staples must align with and penetate 3/4" into the framing studs).Plaster R703.7.2: 3-coat 7/8" thick portland cement based plaster per ASTM C926.Paint: A good quality paint is widely recognized as essential for water resistance.

derek

Seal Transparent

R703.4 - WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED BY THE WINDOW

OR DOOR MANUFACTURER OR BY THE FLASHING MANUFACTURER, "PAN FLASHING" SHALL BE

INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL

BE SEALED AND SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE

EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE.

OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OF PROTECTION AT

THE HEAD AND SIDES. PROVIDE CAULKING

"PAN FLASHING" IS A GENERIC TERM THAT USED TO REFER TO "METAL PAN FLASHING".

HOWEVER MANY MODERN MATERIALS HAVE BEEN DEVELOPED FOR THE SAME FUNCTION

SUCH AS:

- FLEXIBLE PEEL AND STICK FLASHING MEMBRANE

-FLUID APPLIED FLASHING

FOR SUCH PRODUCTS FOLLOW THE MANUFACTURER'S INSTALLATION REQUIREMENTS

FOR IN-DEPTH FLASHING INSTRUCTIONS, REFER TO THE FOLLOWING PUBLICATIONS:

FMA/AAMA 100

FMA/AAMA 200

FMA/WDMA 250

FMA/AAMA/WDMA 300

THE FLASHING INSTRUCTIONS FROM THE WINDOW/ DOOR MFR., OR THE FLASHING MFR.,

SHALL SUPERCEDE THIS DETAIL

INSTALL "PAN" FLASHING

AT THE WINDOW SILL

OPENING FOR WINDOW OR DOOR

WHERE "PAN" FLASHING IS

USED AT THE SILL, ALSO

INCORPORATE FLASHING

OR PROTECTION AT THE

HEAD AND SIDES

PAN FLASHING PER R703.4

SCALE: N.T.S.

INSTALL SELF-ADHERED FLASHING

AROUND PERIMETER OF OPENING

WRAP WEATHER RESISTIVE

BARRIER INTO OPENING & TAPE TO

SILL USING SELF-ADHERED

FLASHING

MINIMALLY EXPANDING

POLYURETHANE FOAM OR

APPROVED CAULK

LAP & TAPE WEATHER RESISTIVE BARRIER

AT JOINTS (UPPER SHEET OVER LOWER

SHEET)

CAULKING

WINDOW OR DOOR SILL

FASTEN SELF-ADHERED FLASHING CORNER

USING MECHANICAL FASTENER

3'-0

"

4"

TYPICAL

4" 4"

2X6 HAND RAILING

2" X 2" PICKETS @ 4" O.C.FINISH FLOOR

1. Concrete Blocks* - Various designs. Classification D-2 (2 hr.)

See Concrete Blocks category for list of eligible manufacturers.

2. Mortar - Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). vertical joints staggered.

3. Portland Cement Stucco or Gypsum Plaster - Add 1/2 hr to classification if used. where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).

4. Loose Masonry Fill - If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification.

5. Foamed Plastic* - (Optional-Not Shown) - 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1).

ATLAS ROOFING CORP - "EnergyShield Pro Wall Insulation" and EnergyShield Pro 2 Wall Insulation."

HUNTER PANELS - Type Xci-Class A, Xci 286

THE DOW CHEMICAL CO - Type Thermax Sheathing, Thermax Light Duty Insulation, Thermax Heavy Duty Insulation, Thermax Metal Building Board, Thermax White Finish Insulation, Thermax ci Exterior Insulation, Thermax IH Insulation, Thermax Plus Liner Panel and Thermax Heavy Duty Plus (HDP)

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.

Bearing Wall Rating - 2 HR.Nonbearing Wall Rating - 2 HR.

142

3

Horizontal Section

Design No. U905

7-5/8"

3/4"

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



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3/4" = 1'-0"

INTERIOR RAILING

derek

Seal Transparent

PRESS. TREATED WOOD BUCK

PER TABLE 2 ON A-6.

METAL THRESHOLD

CEMENT PLASTEREXTERIOR DOOR

NOTE: INSTALL 2" X4" PT WHEN

RMAX IS USED FOR INSULATION

1/2" DRYWALL W/ 1"X2"

P.T. TO BLOCK

BLOCK WALL

1"X4" TRIM

GARAGE DOOR BUCK PER

DETAIL ON STRUCTURALCEMENT PLASTER

CEMENT PLASTER

BLOCK WALL

PRESSURE TREATED

WOOD BUCK PER

TABLE 2 ON A-6

SL. GL. DOOR TRACK

SEE ENGINEERING

FROM MANFG. FOR

DETAILS OF BUCK TO

FRAMEBLOCK WALL

1/2" DRYWALL

CEMENT PLASTER

METAL SASH

PRECAST SILL

CEMENT PLASTERPRESSURE TREATED WOOD

BUCK PER TABLE 2 ON A-6.

MARBLE SILL

1/2" DRYWALL W/ 1"X2"

P.T. TO BLOCK

BLOCK WALL

RESIDENTIAL SPECIFICATIONS

1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT

THE JOB SITE PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL

REPORT ALL DISCREPENCIES BETWEEN THE DRAWINGS AND EXISTING

CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK.

2. THE CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK

ALL INSERTS, ANCHORS, ANGLES, PLATES, OPENINGS, SLEEVES,

HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED TO

ATTACH AND ACCOMMODATE OTHER WORK.

3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED

TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR

SITUATION ELSEWHERE IN THE WORK EXCEPT WHERE A DIFFERENT

DETAIL IS SHOWN.

4. SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE

FOUNDATIONS ARE DESIGNED FOR A SOIL BEARING CAPACITY OF 2,000

PSF. THE CONTRACTOR SHALL REPORT ANY DIFFERING CONDITIONS TO

THE DESIGNER PRIOR TO COMMENCING WORK.

5. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUCTION WITH JOB

SPECIFICATION AND HOUSE PLANS, MECHANICAL, ELECTRICAL,

PLUMBING, AND SITE DRAWINGS, CONSULT THESE DRAWINGS FOR

SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT SHOWN ON

STRUCTURAL DRAWINGS.

6. ALL SPECIFIED FASTENERS MAY ONLY BE SUBSTITUTED IF APPROVED BY THE

ENGINEER IN WRITING, THE INSTALLATION OF THE FASTENERS

SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.

SIMPSON FASTENERS SPECIFIED MAY BE SUBSTITUTED WITH THE SAME QUANTITY

AND EQUIVALENT STRENGTH PRODUCT.

ALL BOLTS, NUTS, WASHERS, STRAPS AND FASTENERS INCLUDING

NAILS, SHALL BE HOT MOPED DIPPED GALVANIZED OR STAINLESS STEEL

CONTINUOUS ANCHORAGE SHALL BE PROVIDED BETWEEN ALL TRUSSES,

WALL SECTIONS, BEAMS, POSTS AND FOOTINGS WITH USE OF STRAPS

AND CONNECTORS AS SPECIFIED HEREIN.

7. TREATED WOOD REQUIREMENTS:-

ALL TREATED WOOD EXPOSED TO WEATHER SHALL BE PROTECTED, PRESSURE TREATED,

OR NATURALLY RESISTANT TO DECAY.

ALL WOOD TOUCHING MASONRY OR CONCRETE SHALL BE ISOLATED, OR

PRESSURE TREATED.

8. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER

THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILTY

TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO ENSURE SAFETY OF

THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE

NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR TIE DOWNS.

9. CEILING DRYWALL INSTALLED WITHIN THE HOUSE TO TRUSSES SPACED 24" O.C.

SHALL BE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5

10. LANAI CEILINGS & COVERED ENTRY CEILINGS

1X4 STRIPPING @ 16" O.C. FASTENED WITH 2-8d NAILS TO EACH TRUSS. 5/8"

EXTERIOR GYP. BOARD CEILING FASTENED WITH 8d NAILS OR 1-5/8" DRYWALL

SCREWS @ 6" O.C. EDGE AND FIELD.

11. WIND BRACING (1ST AND 2ND FLOORS) WITH 16 GA X 1-1/4"

GALVANIZED STRAPS 10'-0" LONG PLACED DIAGONALLY, ALL BEARING

WALLS AT CORNERS OR WITH 4'-0" X 10'-0" OR 8'-0" X 5/8"

EXTERIOR GRADE PLYWOOD SIDING.

GENERAL NOTES

1

ANCHORAGE REQUIREMENTS

ALL PASS AND SLIDING GLASS DOORS AND ALL

WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING

SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERES

LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS

PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.

MASONRY OPENINGS

WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME

AND INTO THE MASONRY, THE BUCK MATERIAL IS SIMPLY A SPACER. THE BUCK MAY

BE FASTENED WITH "T" NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO

POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR

INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2-1/4" MIN.

WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK

(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH

STRUCTURAL FASTENING TO THE MASONRY WITH 1/4" X 3-3/4" MASONRY SCREWS

@ 24" O.C. AND 6" FROM EACH END.

WOOD FRAMED OPENING

ALL DOORS AND WINDOWS SHALL NE INSTALLED ACCORDING TO THE PUBLISHED

MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED TO THE ROUGH

SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE OF RESISTING

THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME FASTENER TO

MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.

DOOR AND WINDOW ANCHORAGE

2

ROOF SHEATHING

SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.

INSTALL PANELS WITH LONG DIMENSION PLACED PERPENDICULAR TO TRUSSES.

A 1/8" SPACE BETWEEN ADJACENT SHEETS SHALL BE MAINTAINED . INSTALL "H"

CLIPS AT UNSUPPORTED PANEL EDGES. THE ROOF SHEATHING SHALL BE NAILED WITH

8d RING SHANK NAILS @ 4" O.C. EDGE AND 6" O.C. FIELD. ENSURE THAT ALL NAILS

PENETRATE THE TOP CHORD OF THE TRUSSES WITHOUT SPLITTING. RING SHANK NAILS

PER R803.2.3.1 - 0.113" NOMINAL SHANK DIAMETER, RING DIAMETER OF 0.012"

OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL

ROUND HEAD, 2" NAIL LENGTH.

FLASHING

FLASHING SHALL BE ALUMINUM, ALUMINUM ZINC COATED STEEL 0.0179" THICK,

26 GAUGE AZ50 ALUM ZINC, OR GALVANIZED STEEL 0.0179" THICK, 26 GAUGE

ZINC COATED G90. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP

SYSTEM ROOF SHEATHING MANUFACTURES PUBLISHED REQUIREMENTS. ALL

FLASHING AND INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).

DRIP EDGE

DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLES ROOFS,

LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM

OF 1/2" BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINMUM

OF 2". DRIP EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL

BE A MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.

GENERAL ROOF ASSEMBLY

3

1. ALL WOOD FARMING SHALL BE FABRICATED AND INSTALLED

PER NATIONAL DESIGN SPECIFICATIONS FOR

WOOD CONSTRUCTION

2. UNLESS NOTED OTHERWISE THE FOLLOWING MINIMUM

GRADES SHALL BE USED:

A. INTERIOR BEARING WALLS SPF #2

B. RAFTERS, JOISTS, HEADERS AND BEAMS,

EXTERIOR BEARING WALLS SYP #2

3. TREATED WOOD REQUIREMENTS: ALL WOOD EXPOSED TO

WEATHER SHALL BE PROTECTED, PRESSURE TREATED, OR

NATURALLY RESISTANT TO DECAY. ALL WOOD TOUCHING

MASONRY OR CONCRETE SHALL BE ISOLATED,

PRESSURE TREATED.

4. CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES

AS SHOWN ON THE DRAWINGS AND AS NECESSARY AND

SUITED FOR EACH APPLICATION. FASTENING SUBJECT

TO MOISTURE SHALL BE HOT DIP GALVANIZED TO ASTM

A-153-80, OR STAINLESS STEEL.

5. ALL METAL CONECTIONS AND FABRICATIONS SHALL

COMPLY WITH AISC SPECIFICATIONS.

6. SOLID BLOCK ALL JOISTS AND RAFTERS AT POINTS

OF SUPPORT.

7. PREFABRICATED STRUCTURAL TRUSSES SHALL COMPLY

WITH NFPA NATIONAL DESIGN SPECIFICATIONS FOR

WOOD CONSTRUCTION, TPI DESIGN SPECIFICATIONS FOR

METAL PLATE WOOD TRUSSES AND ATTIC 100.

8. ALL TRUSSES SHALL BE DESIGNED AND CERTIFIED BY

THE TRUSS MANUFACTURE'S STATE OF FLORIDA

REGISTERED ENGINEER.

9. CONTRACTOR SHALL CORRELATE WITH TRUSS MANFACTURER

TO ENSURE THAT ADEQUATE BEARING IS PROVIDED AT END

REACTIONS OF ALL GIRDER TRUSSES.

10. TRUSS MANUFACTURE SHALL SUBMIT SHOP DRAWINGS

TO THE CONTRACTOR AND DESIGNER FOR REVIEW AND

APPROVAL PRIOR TO FABRICATION. CONTRACTOR SHALL

BE RESPONSIBLE FOR FIELD VERIFICATION OF DIMENSIONS,

MATERIALS AND CONDITIONS.

11. AT VOLUME CEILING CONDITIONS, ALIGN TRUSSES TO

PROVIDE A SMOOTH AND UNBROKEN INTERIOR WALL

SURFACE FROM FLOOR TO CEILING.

12. BRACE TRUSSES DURING ERECTION AND AFTER

PERMANENT INSTALLATION TO COMPLY WITH

TPI BWY-76.

13. MICRO-LAMS (OR EQUAL PARALAMS, LVL'S, ETC.) SHALL

BE USED WHERE SPECIFIED ON ENGINEERED PLANS AND

INSTALLED IN ACCORDANCE WITH MANUFACTURE'S

RECOMMENDATIONS. ANY EDGES OR ENDS EXPOSED TO

THE WEATHER SHALL BE PROTECTED BY THE INSTALLATION

OF 26 GA. MIN. GALVANIZED STEEL FLASHING.

14. SPLICES IN MULTI-BOARD CONTINUOUS BEAMS SHALL

BE ALLOWED FOR ONE BOARD ONLY PER SPAN AND

ONLY AT THE QUARTER POINT OF THE SPAN,

UNLESS SHOWN OTHERWISE.

15. SPACE FRAMING OF ARCHES UNDDER TIE BEAM SHALL BE

FILL IN FRAME UNLESS NOTED OR CONSTRUCTED OTHERWISE.

WOOD FRAMING

4

SHINGLES

15# FELT SHALL BE INSTALLED UNDER ASPHALT SHINGLES. ALL

ASPHALT SHINGLES SHALL HAVE SELD-SEALING STRIPS OR BE

INTERLOCKING AND COMPLY WITH ASTM D 225 OR D 3462, AND

SHALL BE SECURED TO THE ROOF WITH NO LESS THAN 6

FASTENERS PER SHINGLE STRIP, OR A MINIMUM OF 2 FASTENERS

PER SHNGLE TAB, AND SHALL IN NO CASSE BE FASTENED WITH

LESS FASTENERS THAN THAT REQUIRED BY THE MANUFACTURE.

INSTALLATION SHALL COMPLY WITH MANUFACTURES REQUIREMENTS

FOR INSTALLATION IN THE GIVEN FLORIDA WIND ZONE, AS

DETERMINED BY ASTM D 3161.

FASTENERS

FASTENERS FOR ASPHALT SHINGLES SHALL COMPLY WITH ASTM F

1667, AND SHALL BE MADE WITH GALVANIZED STEEL, STAINLESS

STEEL OR ALUMINUM WITH A MINIMUM SHANK SIZE OF 12 GAUGE

(0.105") WITH A MINIMUM 3/8" DIAMETER HEAD SHANK AND SHALL

BE A LENGTH TO PENTRATE THE SHEATHING

THE NAIL COMPONENT OF PLASTIC CAP NAILS SHALL MEET OR EXCEED

THE REQUIREMENTS OF ASTM A 641, CLASS 1, OR EQUAL, AND

SHALL BE CORROSION RESTITANT BY ELECTRO GALVANIZATION,

MECHANICAL GALVANIZATION, HOT DIPPED GALVANIZATION OR

SHALL BE MADE OF STAINLESS STEEL, NON-FERROUS METAL

ASPHALT SHINGLE ROOF SPEC'S

6

SHALL BE 7/16" OR 1/2" OSB WALL SHEATHING

FASTEN WITH 8d COMMON NAILS @ 6" O.C.

EDGE AND FIELD. IF PANELS ARE INSTALLED HORIZONTALLY, BLOCKING

SHALL BE INSTALLED BEHIND PANEL JOINTS. APPLY STUCCO FINISH

PER SPEC ON A4.2

EXTERIOR WALL SHEATHING

5

INSTALL PEEL AND STICK UNDERLAYMENT APPROVED FOR SINGLE

LAYER APPLICATION UNDER TILE ROOF.

THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL COMPLY

T=WITH THE PROVISIONS OF R905.3 F.B.C.

MARKING: EACH ROOF TILE SHALL HAVE A PERMANENT

MANUFACTURER'S IDENTIFICATION MARK.

APPLICATION SPECIFICATIONS: THE TILE MANUFACTURER'S WRITTEN

APPLICATION SPECIFICATIONS SHALL BE AVAILABLE AND SHALL

INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING:

1. TILE PLACEMENT AND SPACING,

2. ATTACHMENT SYSTEM NECESSARY TO COMPLY WITH CURRENT

WIND CODE,

A. AMOUNT AND PLACEMENT OF MORTAR

B. AMOUNT AND PLACEMENT OF ADHESIVE

C. TYPE, NUMBER, SIZE AND LENGTH OF FASTENERS AND CLIPS.

3. UNDERLAYMENT

4. SLOPE REQUIREMENT

CLAY AND CONCRETE TILE ROOF SPEC'S

7

GRADE

CONCRETE FOOTING SEE

FOUNDATION PLAN FOR

SIZE AND REINFORCING

WOOD BASE

1X2 P.T. FURRING STRIPS @ 24" O.C.

W/ INSULATION. (MIN R4.1)

4" CONC. SLAB 2,500 P.S.I.

W/ 6X6 #10/10 W.W.M. REINFORCING

OVER 6 MIL. VISQUEEN BARRIER

W/ TERMITE TREATED MECHANICALLY


8" X 8" X 16"

HOLLOW BLOCK

SILL SET IN MORTAR

SEE ENERGY CODE FOR

INSULATION R-VALUES

ROOF SHEATHING PER SCHEDULE 2/S-1,

AND PER NOTES IN TABLE 3 ON A-6

TILE ROOF PRE NOTE 6 ON A-6. OR

SHINGLE ROOF PER NOTE 5 ON A-6

WOOD TRUSSES @ 24" O.C. (TYPICAL)

DESIGNED BY DELEGATED TRUSS ENGINEER

FLASHING AND DRIP EDGE PER

NOTES IN TABLE 3 ON A-6

2X6 SUB FASCIA

PROVIDE VENTILATION

PER R806.1

DECORATIVE CEMENT

FINISH ON CONC. BLOCK

WALL ASTM C-926

1/2" DRYWALL W/ TEXTURED WALLS.

PRECAST LINTEL

SEE FRAMING PLAN

WINDOW BUCKS SEE

TABLE IN 2 ON A-6

DRYWALL CEILING PER

NOTE 9 TABLE 1 ON A-6

R-19 BATT INSULATION OVER

UN-CONDITIONED SPACES

POURED SOLID OR

PRECAST CONC. SILLS.

SET IN MORTAR

WINDOW, SEE SCHEDULE AND PLAN.

1X4 P.T. STRIP

(2) 2X8 LEDGER TOP @ 10'-0" W/ (2)

5/8" X 7-1/2" EXPANSION BOLTS @ 24"

O.C. STAGGERED MIN. 4" EMBEDMENT.

NUTS ON LEDGER SHALL BE SNUG

TIGHT PLUS 3/4 TURN. FASTEN LEDGER

PLIES PER DETAIL 10/S-1

8"X16" CONTIUOUS BOND BEAM

W/ (1) #5, GROUT 16" SOLID

8" X 8" X 16"

HOLLOW BLOCK

DECORATIVE CEMENT


WALL ASTM C-926

POURED SOLID OR


SET IN MORTARWOOD BASE



SILL SET IN MORTAR

1/2" DRYWALL W/ TEXTURED WALLS.

PRECAST LINTEL

SEE FRAMING PLAN

WINDOW BUCKS SEE

TABLE IN 2 ON A-6

DRYWALL CEILING PER



1X4 P.T. STRIPVENTED SOFFIT SHALL

EET R703.1.2.1

EMBEDDED STRAP AT EACH

TRUSS PER ROOF FRAMINGPLAN

BLOCKING AT EVERY OTHER

TRUSS PER 12/S-1

GRADE


FOUNDATION PLAN FOR

SIZE AND REINFORCING

WOOD BASE








8" X 8" X 16"

HOLLOW BLOCK

(2) 2X8 LEDGER TOP @ 10'-0" W/ (2)

5/8" X 7-1/2" EXPANSION BOLTS @ 24"

O.C. STAGGERED MIN. 4" EMBEDMENT.

NUTS ON LEDGER SHALL BE SNUG

TIGHT PLUS 3/4 TURN. FASTEN LEDGER

PLIES PER DETAIL 10/S-1



3/4" PLYWOOD FLOORING

ON FLOOR TRUSSES,

SEE TABLE 7 ON A-6



HORIZONTAL JOINT

REINFORCEMENT @ 16" O.C.

#5 VERTICAL IN GROUTED CELL @ 7'-4"

O.C. MAX @ INTERIOR WALL ONLY

WOOD BASE

EDGE NAIL FLOOR SHEATHING

TO BLOCKIING TYPICAL

3/4" PLYWOOD FLOORING

ON FLOOR TRUSSES,

SEE TABLE 7 ON A-6

2 HR FIRE RATED MASONRY

PER TABLE 2 ON A-4.1

HORIZONTAL JOINT

REINFORCEMENT @ 16" O.C.

#5 VERTICAL IN GROUTED CELL @ 7'-4"

O.C. MAX @ INTERIOR WALL ONLY


4'-0"


4'-0"

8d RING NAILS @ 6" O.C.

TO SHEARWALL.

2"X4" S.P.F. #2 STUDS 16"

O.C. SEE UL#U301.

SHEAR CONNECTION 2"X4" PT

#2 BASE PLATE W/ 8d CASE

HARDENED NAILS @ 6" O.C..

8"X8" BOND BEAM W/

(1) #5 REBAR CONT.

FIRE CAULK 2ND LAYER

FIRE CAULK 2ND LAYER FIRE CAULK 2ND LAYER

DRYWALL CEILING PER NOTE

9 ON TABLE 1 ON A-6

DOUBLE TOP PLATE

(2) LAYERS OF 5/8" TYPE

"X" DRYWALL EA. SIDE

GYP BOARD SHEARWALL, THICKNESS,

PLIES & FASTENING SAME AS 301

DETAIL. NO BLOCKING AT JOINTS.

FIRE CAULK 2ND LAYER


FOUNDATION PLAN FOR SIZE AND

REINFORCING.






GRADE

W

WOOD BASE



8" X 8" X 16"

HOLLOW BLOCK

SILL SET IN MORTAR

DECORATIVE CEMENT


WALL ASTM C-926

1/2" DRYWALL W/ TEXTURED WALLS.POURED SOLID OR


SET IN MORTAR


SEE ENERGY CODE FOR

INSULATION R-VALUES

ROOF SHEATHING PER SCHEDULE 2/S-1,

AND PER NOTES IN TABLE 3 ON A-6

TILE ROOF PRE NOTE 6 ON A-6. OR

SHINGLE ROOF PER NOTE 5 ON A-6





2X6 SUB FASCIA

PROVIDE VENTILATION

PER R806.1

PRECAST LINTEL

SEE FRAMING PLAN

WINDOW BUCKS SEE

TABLE IN 2 ON A-6

DRYWALL CEILING PER


1X4 P.T. STRIPVENTED SOFFIT SHALL

EET R703.1.2.1

EMBEDDED STRAP AT EACH

TRUSS PER ROOF FRAMINGPLAN

BLOCKING AT EVERY OTHER

TRUSS PER 12/S-1



MIN

.

4"

MIN

.

1'-4

"

D

PROVIDE TERMITE TREATMENT

WITH "BORA CARE"

ROOF SHEATHING PER SCHEDULES

AND PER NOTES ON TABLE 3 ON A-6

ROOF FINISHING PER PLAN



STRAP AT TRUSS PER

ROOF FRAMING PLAN



BEAM PER

FRAMING PLAN

CEILING ON LANAI PER NOTE

10 IN TABLE 1 ON A-6

SCALE:

DATE:

DRAWN BY:

CHECKED BY:

PLAN:

REVISED:



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3/4" = 1'-0"

DOOR JAM TO BLOCK DETAIL

3/4" = 1'-0"

GARAGE DOOR JAM DETAIL

3/4" = 1'-0"

SL. GL. DR. JAM TO BLOCK DETAIL

3/4" = 1'-0"

WINDOW JAM TO BLOCK DETAIL

1/2" = 1'-0"

WALL SECTION 2 STORY

1/2" = 1'-0"

2 HR FIRE WALL SECTION

1/2" = 1'-0"

CBS WALL SECTION (MONO)

3/4" = 1'-0"

LANAI/ ENTRY ROOF ASSEMBLY1

derek

Seal Transparent

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2

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6

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10

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3

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8

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7

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1

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5

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4

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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.

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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT

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SLAB ON GRADE, SEE PLAN

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%%USLAB SAWCUT DETAIL

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SCALE: NTS

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11

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%%UCORNER BARS

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SCALE: NTS

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%%USTEP FOOTING

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SCALE: NTS

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FINISHED GRADE, SEE SITE PLAN

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3" CLEAR COVER TO REINFORCING

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EMBED DOWELS 5" WITH 10" STD HOOK

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MONOLITHIC FOOTING, SEE PLAN

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DOWEL TO MATCH WALL REINFORCING, LAP 25"

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VARIES

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%%UMONOLITHIC FOOTINGS

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SCALE: 3/4" = 1'-0"

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%%UINTERIOR

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B

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A

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%%UEDGE

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%%UGARAGE

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D

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%%USTEPDOWN

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C

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3" COVER

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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS

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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS

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MAINTAIN RUN TO RISE OF 2:1 OR MORE

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%%UFOOTING

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%%UPLAN VIEW

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FOOTING REINF., SEE PLAN

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LAP CORNER BARS 40 BAR DIAMETERS

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CONCRETE FOOTING, SEE PLAN

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SCALE: NTS

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%%UROOF DECK NAILING PATTERN

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%%UTYPICAL

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%%UPLAN

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%%UHOUSE

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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.

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%%URETROFIT UPLIFT CONNECTOR SCHEDULE

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#5 CORNER BAR, 25"x25"

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MASONRY BOND BEAM, TYPICAL

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%%UCORNER

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%%UCORNER BAR DETAIL IN BOND BEAMS

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SCALE: 3/4" = 1'-0"

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SCALE: 3/4" = 1'-0"

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#5 CORNER BAR, 25"x25"

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MASONRY BOND BEAM, TYPICAL

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%%UINTERSECTION

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IF ~8" FLITCH IS USED BETWEEN PLYS, USE 12d OR 16d NAILS INSTEAD OF 10d. (FLITCH IS NOT REQUIRED STRUCTURALLY)

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%%UNAILING OF MULTI-PLY POST AND BEAMS & LEDGERS

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NAIL FROM OTHER SIDE OF 2nd PLY.

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ADD 3rd 2x6 OR 2x8

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NAIL FROM OTHER SIDE OF 2nd PLY.

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2 OR 3 PLY LVL

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%%U2 0R 3 PLY 2x6 OR 2x8

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SCALE: NTS

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3 ROWS 10d @ 12"OC AND 2~8" FROM ENDS

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2 OR 3 PLY LUMBER

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%%UBEAMS

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2"

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1~8"

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%%UPOSTS

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3 ROWS 16d @ 12"OC AND 2~8" FROM ENDS

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%%U2 0R 3 PLY 2x4

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DOUBLE ROW OF NAILS INTO 3rd PLY.

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%%U10d NAILS

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2 ROWS OF NAILS INTO 3rd PLY

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3rd 2x4

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%%U10d NAILS

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8" CMU WALLS

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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)

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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)

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%%UBUCK FASTENING

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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.

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%%UGARAGE DOOR

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2x8 OR 2x6 P.T. SYP#2

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2x2x~2" WASHER

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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.

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8" CMU, SEE PLAN FOR REINFORCING

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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL. 1. FLOOR JOISTS & ROOF TRUSS UNIFORM LOADS: FLOORS: LIVE LOAD 40 PSF DEAD LOAD 15 PSF ROOF: TOP CHORD LIVE LOAD 20 PSF TOP CHORD DEAD LOAD (TILE OR SHINGLE) 20 PSF BOTTOM CHORD LIVE LOAD NON-CONCURRENT 10 PSF BOTTOM CHORD DEAD LOAD 10 PSF TOTAL LOAD 50 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER ASCE7-10 BASIC WIND SPEED (ASCE7-10) 160 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 124 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 25 FT ROOF PITCH 3/12, 4/12 & 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. PER R616.4, SOFFIT TESTING SHALL USE ASCE7 DESIGN PRESSURES USING 0.6W LOAD FACTOR. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.

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%%U& LEDGERS

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APPROVED ISOLATION PLATE

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5

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12

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ROOF SHEATHING, SEE SCHEDULE 2/S-1

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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER

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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM

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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-1

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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)

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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-1.

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SCALE: 3/4" = 1'-0"

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%%UTRUSS STRAP TO BOND BEAM

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TRUSS BEARING

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SEE PLAN

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9

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EDGE OF EAVE IS GREATER THAN 5'-0" FROM ANY PROPERTY LINE, THUS, FIRE RATED SOFFITS ARE NOT NEEDED

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2x_ FACIA w/ 2-16d TO EACH TRUSS

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SHEATHING SCHEDULE

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FLOOR

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EXTERIOR STUD WALL

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ROOF

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EXTERIOR CEILING AND SOFFIT

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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.

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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.

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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)

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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.

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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.

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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)

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APA RATED STURDI-FLOOR, EXPOSURE 1, TONGUE & GROOVE EDGES, SPAN RATING 48/24 OR BETTER, GLUE AND NAIL W/ 10d COMMON @ 6" O.C. EDGE & FIELD

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%%UTYPICAL

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5

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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.

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%%UPLAN

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%%UHOUSE

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5

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5

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4

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4

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4

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5

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5

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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED

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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.

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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES

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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.

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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)

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+37.4 -40.5

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INTERIOR ZONE 4

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(Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, h = 25')

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+37.4 -40.5

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16' OR 18' GARAGE DOORS

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TYPICAL WINDOWS & DOORS

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8' OR 9' GARAGE DOORS

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TYPE

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SOFFIT

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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.

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5

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4

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4

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WIDTH = ______

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5'-0"

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5

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4

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5

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ZONE

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END

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+31.5 -35.1

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+32.8 -37.1

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+37.4 -50.0

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END ZONE 5

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+37.4 -50.0

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MEASURED FROM

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FACE OF WALL

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5

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5

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4

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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)

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INTERIOR ZONE 4 PRESSURES

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OPTIONAL CURB

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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.

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1-MTSM16 or 20

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2-LGT2

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HGT-2/3

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2-HTSM16 or 20

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CONNECTOR

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1-HTSM16 or 20

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RETROFIT STRAPS TO CONCRETE/MASONRY

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TO 10530

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TRUSS UPLIFT (LBS)

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TO 840

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TO 4300

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TO 2090

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TO 3480

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TO 1045

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@ 24" OC

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HTT16

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7-10dx1~8", 4-~4x2~4 TITEN

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EPOXY 12" EMBED WITH SIMPSON SET.

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8-10dx1~8", 4-~4x2~4 TITEN

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8-10dx1~8", 4-~4x2~4 TITEN

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16-16d, 7-~4"x2~4" TITEN

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18-16d, ~0"~D ALLTHREAD, DRILL

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& EPOXY 10" EMBED w/ SIMPSON SET.

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TWO ~w"~D ALTHREAD, DRILL &

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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP

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ROOF COVERING AS SELECTED BY BUILDER PER: FBCR905.2 ASPHALT SHINGLES FBCR905.3 CLAY AND CONCRETE TILE FBCR 905.4 METAL ROOF

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S-1

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1

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REVISIONS

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BY

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DESIGN/DRAWN

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DWB/GH

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DWB

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08/17/20

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VARIES

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DR 11827

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SHEET OF 2

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(239) 549-4554

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CA# 8829

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STRUCTURAL

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SYSTEMS

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OF NORTH FLORIDA

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1634 S.E. 47th STREET, SUITE #3

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CAPE CORAL, FL 33904

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STRUCTURAL ENGINEERING:

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BUILDER:

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15112, 15116, 15120, 15124, 15128, 15132 WILDFLOWER CIRCLE LOTS: 169-174 NAPLES, FLORIDA

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STRUCTURAL DETAILS

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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL

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JOB

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MEADOWOOD TOWNHOMES

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6 UNIT ABBBBA

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FOR DIXIEPLY JOIST LAYOUT, 6 UNIT, A, B, B, B, B, A, DATED: 03/27/19, REVISED: 12/18/19, SCOSTA ROOF TRUSS JOB # 44192U, DATED: 12/07/18, REVISED: 05/01/20

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BLDG 29

derek

Seal Transparent

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1

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2

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8x8 BOND BEAM w/ 1#5, TOP @ 10'-0"

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#5 VERT. @ 48" O.C. AT EXTERIOR WALLS

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16" I JOIST, TYPICAL

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%%USIDE WALL

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SCALE: 3/4" - 1'-0"

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FLOOR SHEATHING PER SCHEDULE 2/S-1

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+8'-8"

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+10'-0"

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I-JOIST, SEE LAYOUT

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SCALE: 3/4" - 1'-0"

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%%UENTRY AND REAR WALL DETAIL

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(2)2x8 PT LEDGER, BOTTOM @ 8'-8" w/ (1)~0"x8" EXPANSION BOLT @ 24" O.C.

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#5 VERT. @ 48" O.C. AT EXTERIOR WALLS

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1#5

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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER

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ROOF SHEATHING, SEE SCHEDULE 2/S-1

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2x4 PT BLOCKING w/ 8d CASE w/ 8d CASE HARDENED NAILS @ 8" O.C.

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+8'-8"

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+10'-0"

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4

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12

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8x8 BOND BEAM w/ 1#5, TOP @ 10'-0", GROUT 16" FOR LEDGER

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MTS16

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EDGE NAIL ROOF SHEATHING

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MASONRY WALL

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LAP 25"

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LAP 25"

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SCALE: 3/4" - 1'-0"

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%%UINTERIOR WALL

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8"x8" BOND BEAM, 1-#5 TOP, TOP @ 10'-0"

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1#5

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8" MASONRY w/ #5 VERT. IN GROUTED CELL. SPACE 7'-4" O.C. AT INTERIOR WALLS AND 4'-0" O.C. AT EXTERIOR WALLS

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LAP 25"

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+8'-8"

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+10'-0"

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EDGE NAIL FLOOR SHEATHING TO LEDGER

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WOOD ROOF TRUSS

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MASONRY WALL BELOW

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2 HOUR FIRE SEPARATION U301 CONTINUES INTO EAVE

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2 HOUR FIRE SEPARATION U301 FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF DECK PER 1/A5.2

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%%U2 HOUR FIRE SEPARATION DETAILS

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SCALE: 3/4" = 1'-0"

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%%U2 HOUR FIRE SEPARATION DETAIL

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MASONRY WALL

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ROOF TRUSS

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%%UREAR EAVE BETWEEN UNITS A & B

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2 HOUR MASONRY WALL

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%%UPLAN VIEW

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%%UUPPER EAVE BETWEEN B UNITS

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2 HOUR MASONRY WALL BELOW

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%%USIDE VIEW

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5

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%%UPLAN VIEW

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CONTINUE FIRE SEPARATION THROUGH EAVE

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TRUSS

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ROOF SHEATHING SHALL BE FIRE RETARDANT TREATED PLYWOOD WITHIN 4'-0" OF EACH SIDE OF DIVIDING WALL PER FBC 706.4.1.1

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HATCHED REGION 2 HOUR FIRE SEPARATION U301

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FACIA BOARD

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2 HOUR FIRE SEPARATION U301 FROM TOP OF MASONRY WALL TO UNDERSIDE OF ROOF DECK

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VALLEY

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GIRDER TRUSS

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FACIA BOARD

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SCALE: 3/4" - 1'-0"

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%%U2 STORY WALL REINFORCING

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#5 @ 8F8-1B LINTEL w/ 1#5 BOTTOM w/ 7" HOOK EACH END

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NO #5 @ 8F8-0B LINTEL

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(EXAMPLE OF 8F8-1B SHOWN, INSTALL 1#5 OR NO #5 AS NOTED ON PLAN)

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(EXAMPLE OF 8F8-0B SHOWN, INSTALL 1#5 OR NO #5 AS NOTED ON PLAN)

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#5 IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" O.C. MAX. @ EXTERIOR WALLS, 7'-4" O.C. MAX. @ INTERIOR WALLS)

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#5 IN GROUTED CELL EACH OF WINDOW

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8x8 BOND BEAM w/ 1#5 @ SECOND FLOOR (GROUT DEEPER @ LEDGERS PER SECTIONS AND DETAILS)

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#5 IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" O.C. MAX. @ EXTERIOR WALLS, 7'-4" O.C. MAX. @ INTERIOR WALLS)

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8x8 BOND BEAM w/ 1#5 @ TOP OF WALL

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7" HOOK INTO TOP OF BOND BEAM

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#5 DOWEL FOR SECOND FLOOR w/ 7" HOOK INTO BOND BEAM

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7" HOOK INTO TOP OF BOND BEAM

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#5 BARS @ SECOND FLOOR WALLS MAY OR MAY NOT ALIGN WITH BARS @ FIRST FLOOR WALLS

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#5 IN GROUTED CELL EACH OF WINDOW

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#5 DOWEL OUT OF FOOTING, LAP 25"

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SLAB

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WINDOW OPENING SHOWN FOR EXAMPLE, DOOR OPENINGS EXTEND DOWN TO SLAB

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2x4 PT LEDGER w/ 10d CONCRETE NAILS @ 6" O.C. (NO NAILS IN MORTAR JOINTS)

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2x4 OUTLOOKER @ 24" O.C.

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ROOF SHEATHING, SEE SCHEDULE

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META16 @ 32" O.C. AT INSIDE FACE OF GABLE

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8x8 BOND BEAM w/ 1#5

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6

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%%UOUTLOOKER AT GABLES

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SCALE: 3/4" - 1'-0"

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3

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+8'-8"

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4

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8d RING SHANK @ 6" O.C.

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(GABLE BRACE NOT REQUIRED)

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MASONRY WALL

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2 HOUR FIRE WALL PER A4.1

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MASONRY WALL

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'WS' WEB STIFFENER, ONLY WHERE NOTED ON JOIST LAYOUT

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(2)2x8 PT LEDGER, TOP @ 10'-0" w/ (2)~0"x8" EXPANSION BOLT @ 24" O.C.

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MASONRY WALL BEYOND

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8F8-1B LINTEL

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+/- M.O.

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FOR DOOR

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7'-4"

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8'-8"

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TOP FLANGE HANGER PER JOIST LAYOUT

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WALL SHEATHING PER SCHEDULE 2/S-1

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MASONRY WALL BEYOND

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1-META16, TYPICAL

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SIMPSON ~0" TITEN HD MAY BEUSED AS A DIRECT SUBSTITUTE FOR ~0"~D EXPANSION BOLTS AT LEDGERS. USE THE SAME LENGTH AND SPACING AS NOTED, 1" WASHER NOT REQUIRED

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LINTEL 8F16-1B/1T

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%%UGA RC 2602 (SEE BELOW)

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1 HOUR FIRE RATED TRUSS ASSEMBLY LISTED IN "FIRE RESISTANCE DESIGN MANUAL" BY GYPSUM ASSOCIATION

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%%UFIRE RATED SOFFIT DETAIL

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SCALE: 3" = 1'-0"

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PERFORATED ALUMINUM SOFFIT

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APA RATED ROOF SHEATHING

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WOOD ROOF TRUSS @ 24" O.C.

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ALUMINUM DRIP EDGE

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2x8 FACIA

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ALUMINUM FACIA

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FACE LAYER ~0" TYPE X GYPSUM WALLBOARD

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FIRE CAULK

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MASONRY OR STUD WALL

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BASE LAYER, 1~4" TYPE W OR S DRYWALL SCREWS @ 24" O.C.

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FACE LAYER, 1~r" TYPE W OR S DRYWALL SCREWS @ 12" O.C.

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BASE LAYER ~0" TYPE X GYPSUM WALLBOARD

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JOINTS OF FACE LAYER OFFSET 24" FROM JOINTS OF BASE LAYER

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WOOD ROOF TRUSS @ 24" O.C.

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REVISIONS

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CHECKED

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DESIGN/DRAWN

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DWB/GH

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DWB

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08/17/20

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VARIES

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DR 11827

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SHEET OF 2

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(239) 549-4554

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CA# 8829

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STRUCTURAL

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SYSTEMS

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OF NORTH FLORIDA

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1634 S.E. 47th STREET, SUITE #3

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CAPE CORAL, FL 33904

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STRUCTURAL ENGINEERING:

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BUILDER:

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15112, 15116, 15120, 15124, 15128, 15132 WILDFLOWER CIRCLE LOTS: 169-174 NAPLES, FLORIDA

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STRUCTURAL DETAILS

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DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL

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JOB

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MEADOWOOD TOWNHOMES

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6 UNIT ABBBBA

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FOR DIXIEPLY JOIST LAYOUT, 6 UNIT, A, B, B, B, B, A, DATED: 03/27/19, REVISED: 12/18/19, SCOSTA ROOF TRUSS JOB # 44192U, DATED: 12/07/18, REVISED: 05/01/20

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BLDG 29

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S-2

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2

derek

Seal Transparent

MARKEF-1

MFG.AIR KING

MODELAS50MBG

TYPECEILING

C.F.M.50

S.P..25

H.P.0.5 AMPS

R.P.M.- - - -

VOLT.120

CURBNO

B.D.D.YES SWITCH WITH LIGHTS

REMARKS

EXHAUST FAN SCHEDULE

MARKMETALAIRE

MFG.LMH

MODEL DIRECTION NOTES

SUPPLY AIR DISTRIBTION SCHEDULE

1234

LMHLMHLMH

SIZE

14x812 x 610 x 68 x 4 1 WAY

1 WAY1 WAY1 WAY

METALAIREMETALAIREMETALAIRE

LEGENDREVISION # 1 MOTORIZED

DAMPER MD

FLEZIBLE DUCT

WALL CAPREFRIGERANT LINES REF

THERMOSTAT

DIFFUSER, REGISTER, OR GRILLESYMBOL, LETTER DENOTES TYPE,LOWER NUMBER INDICATES CFM

CEILINGEXHAUST FAN

FLUSH MOUNTSUPPLY DIFFUSER

SIDEWALLDIFFUSER

IN-LINEEXHAUST FAN EF - #

EF - #

FLUSH MOUNTRETURN GRILLE

ABBREVIATIONSINSUL INSULATIONKW KILOWATTMFG. MANUFACTURERTMBH TOTAL BTUH X 1000MECH MECHANICALNFPA NATIONAL FIRE PROTECTION ASSOCIATIONOA OUTSIDE AIRRA RETURN AIRREFG. REFRIGERANTREQ'D REQUIREDSA SUPPLY AIRSBCCI SOUTHERN BUILDING CODE CONGRESS INTERNATIONALSMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATIONSP STATIC PRESSURETSTAT THERMOSTATUL UNDERWRITERS LABRATRORIESVOL VOLUMEW/ WITHW/0 WITHOUTO ROUNDA/C AIR CONDITIONINGAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITASHRAE AMERICAN SOCIETY OF HEATING, FEFRIGERATING, AND AIR CONDITIONING ENGINEERSBTUH BRITISH THERMAL UNITS PER HOURCD CONDENSATE DRAINCFM CUBIC FEET PER MINUTECLG CEILINGCU CONDENSING UNITDPR DAMPERDWG DRAWINGEF EXHAUST FANESP EXTERNAL STATIC PRESSUREEXH EXHAUSTFD FIRE DAMPERHVAC HEATING VENTILATING AND AIR CONDITIONING

THERMOSTAT SENSOR

GROUND MOUNTED UNITS SHALL BE ANCHORED WITH #14

STAINLESS STEEL SCREWS WITH GASKETED WASHERS ACCORDING

TO THE FOLLOWING:

1. UNITS WITH SIDES LESS THAN 12 INCHES: ONE SCREW EACH SIDE.

2. UNITS BETWEEN 12 AND 24 INCHES, TWO SCREWS EACH SIDE.

3. UNITS BETWEEN 24 AND 36 INCHES, THREE SCREWS EACH SIDE.

4. UNITS GREATER THAN 36 INCHES OR 5 TONS, ANCHORAGE SHALL

BE INSTALLED IN ACCORDANCE WITH CURRENT FBC SECTION 301.15.

CONDENSING

UNIT

NEOPRENE

VIBRATION

ISOLATORS

STAINLESS OR

GALVANIZED

STEEL STRAP

SECURED TO

PAD AND UNIT

4" CONCRETE

SUPPORT PAD

1. PRICE IS AN ACCEPTABLE ALTERNATE MANUFACTURER.

1111

MARK MODEL CFM O.A. VOLTAGE MCA SEER SENS. CAP. TOTAL CAP. EAT WGT. HSPF KW FUSE NOTESMECHANICAL EQUIPMENT SCHEDULE

1. Provide manufacturers programmable thermostat.2. Size refrigerant piping to meet the manufacturers recommendations.

A/H_1,6

C/U_1,6

FB4CNP030L 955 - - - - 208/240/1/60 26.0/28.4 14.0 20.0 28.6 80/67 122 8.2 5.0 30/30 1, 2

CH14NB030 - - - - - - - - 208/240/1/60 18.3 14.0 95 180 8.2 - - - - 30 - - - -- - - - 28.6

A/H_2,3,4,5 FB4CNP024L 1, 2597 - - - - 208/240/1/60 25.5/26.5 14.0 12.5 17.9 80/67 120 8.2 5.0 30/30

C/U_2,3,4,5 CH14NB018 - - - - - - - - 208/240/1/60 11.8 14.0 95 140 8.2 - - - - 20 - - - -- - - - 17.9

MARK MFG. MODEL DIRECTION NOTES

RETURN/TRANSFER AIR DISTRIBTION SCHEDULE

EF

RH-1DGSF

SIZE

18 x 1830 x 10 TRANSFER

RETURN

METALAIREMETALAIRE

1. PRICE IS AN ACCEPTABLE ALTERNATE MANUFACTURER.

11

AB

RH-1RH-1 16 x 16

14 x 14 TRANSFERTRANSFER

METALAIREMETALAIRE

11

CD

RH-1RH-1 24 x 6

20 x 6 TRANSFERTRANSFER

METALAIREMETALAIRE

11

G DGSF 24 x 18 RETURNMETALAIRE 1

SHEET#

PLAN:

SCALE:

CHECKED BY:

REVISED:

CS

DATE:

DRAWN BY:MC

BUIL

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169-

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M-1

NOTES/DETAILS

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T

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MARK

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cfm

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S

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FASTENING SCREW

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ALT. DUCT CONNECTION FOR LOW CLEARANCE

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FLEX DUCT CONNECTION

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INSULATION

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OPPOSED BLADE DAMPER

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AIR FLOW

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CEILING DIFFUSER

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CEILING

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N.T.S.

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%%UCEILING FLUSH MT. GRILL

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GASKET

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1

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M-1

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2

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M-1

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%%uA/C UNIT STRAP DETAIL

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N.T.S.

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TO CONDITIONED SPACE

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PER 100 CFM SUPPLY AIR

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ROOM SUPPLY DUCT

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SECTION AREA OF ROOM

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SIZED AT 1.5 TIMES CROSS

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MASTIC OR PRESSURE

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SECURE FLEX W/GASKETING,

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VOL. DAMPER IN

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SENSITIVE TAPE

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FLEX DUCT FULLY EXTENDED

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GRILLES

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SIZED AT 50 SQ. IN.

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FLOW

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(BOTH ENDS) TYPICAL

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DUCT/TRANSDUCER

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INCLUDE ACCESSIBLE

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WALL

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CEILING

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DUCT OR GRILL

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IF REQUIRED

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N.T.S.

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THE HVAC CONTRACTOR SHALL INCLUDE THE FURNISHING OF ALL LABOR AND MATERIALS TO COMPLETE THE AIR CONDITIONING, HEATING, AND VENTILATING WORK AS SHOWN ON THE DRAWINGS TO INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING:

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A.

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1. ALL PERMIT FEES

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2. ALL AIR CONDITIONING EQUIPMENT

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3. EXHAUST FANS AND SYSTEMS

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4. MOTORS AND STARTERS FOR EQUIPMENT FURNISHED UNDER THIS WORK

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5. SUPPLY AND RETURN DUCTWORK

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8. FILTERS AND STARTERS, ETC.

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9. CONDENSATE DRAIN PIPING.

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10. CONTROLS INCLUDING THERMOSTATS AND LOW VOLTAGE WIRING.

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11. EQUIPMENT SUPPORTS, HANGERS, ETC.

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12. TEST AND BALANCE OF ALL SYSTEMS.

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B.

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CONDENSATE PIPING;

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1. ALL AIR HANDLERS SHALL HAVE PRIMARY DRAIN LINE EXTENDED TO THE EXTERIOR OF THE BUILDING TO AN APPROVED FRENCH DRAIN OR APPROVED GREEN AREA. AUXILIARY DRAIN PANS EQUIPPED WITH A FLOAT SWITCH IN LIEU OF AUXILIARY DRAIN LINE. INSULATE CONDENSATE PIPE WITH 1/2" ARMAFLEX.

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2. CONDENSATE AND EMERGENCY CONDENSATE DRAINS SHALL BE SCHEDULE 40 PVC ASTM 2665

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3. SLOPE HORIZONTAL CONDENSATE DRAINS A MINIMUM OF 1/8" PER FOOT.

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C.

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SUPPLY AND RETURN DUCTWORK:

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1. PROVIDE AND INSTALL ALL HEATING AND AIR CONDITIONING DISTRIBUTION DUCTWORK FABRICATED OF UL CLASS DUCT LISTING FOR UL TEST 181 AND MEETING NFPA 90A STANDARD, MADE OF RIGID DUCTBOARD WITH GLASS SCRIM REINFORCED VAPOR BARRIER FACING, WITH THERMAL CONDUCTIVITY OF 0.163 (R-6.0) AND 1 " MINIMUM THICKNESS. DUCT SHALL BE EQUAL TO CertainTeed "ToughGuard" FIBERGLASS 12" MINIMUM THICKNESS. DUCT SHALL BE EQUAL TO CertainTeed "ToughGuard" FIBERGLASS RECTANGULAR DUCT SYSTEM TYPE 800-FRK.

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2. ALL SUPPLY AND RETURN FLEXIBLE DUCT SHALL BE 1 " R-6.0 VINYL VAPOR BARRIER.12" R-6.0 VINYL VAPOR BARRIER.

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3. FRESH AIR INTAKE AND EXHAUST DUCT SHALL BE GALVANIZED SHEET METAL. PROVIDE 1-1/2" DUCT WRAP INSULATION ON ALL OUTDOOR

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4. ALL SUPPLY COLLARS OFF MAIN TRUNK LINES SHALL HAVE MANUAL VOLUME DAMPERS.

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5. ALL DUCT SHALL BE CONSTRUCTED AS PER THE LATEST ADDITION OF SMACNA FIBERGLASS DUCT MANUAL.

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6. ALL OUTSIDE AIR CONNECTIONS TO EACH SYSTEM SHALL BE PROVIDED WITH A VOLUME DAMPER.

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7. OUTSIDE AIR SHALL COMPLY WITH ASHRAE 62.

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D.

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EXHAUST SYSTEMS:

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1. EXHAUST OUTLETS FOR DUCTS CONVEYING NOXIOUS GASES, FLAMMABLE VAPORS, CORROSIVE VAPORS, AND DUCTS SERVING COMMERCIAL FOOD COOKING AND PROCESSING EQUIPMENT, SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL BE LOCATED 10' FROM ANY ADJACENT BUILDING, PARKING AREA, ADJACENT PROPERTY LINE, WINDOW, DOOR OR AIR INTAKE OPENING AND SHALL BE LOCATED AT LEAST 10' ABOVE THE ADJOINING GRADE.

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E.

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REFRIGERANT LINES:

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1. SIZE ALL REFRIGERANT LINES TO MEET THE MANUFACTURERS RECOMMENDATIONS.

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2. INSULATE ALL SUCTION LINES WITH " ARMAFLEX INSULATION, INSTALLED TO MEET THE MANUFACTURERS INSTRUCTIONS.12" ARMAFLEX INSULATION, INSTALLED TO MEET THE MANUFACTURERS INSTRUCTIONS.

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3. ANY REFRIGERANT LINES RUNNING UNDERGROUND SHALL BE WITHIN A PVC PIPE CHASE.

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F.

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CEILING AND WALL DIFFUSERS:

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1. ALL CEILING AND WALL SUPPLY AND RETURN AIR DIFFUSERS SHALL BE OF ALUMINUM CONSTRUCTION, EXCEPT WHEN PENETRATING A RATED WALL OR CEILING ASSEMBLY WHEN STEEL DIFFUSERS RATED FOR THE PARTICULAR APPLICATION ARE REQUIRED.

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2. ALL AIR DISTRIBUTION SHALL BE EQUAL TO THAT INDICATED ON THE DRAWINGS..

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G.

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THERMOSTATS:

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1. EACH AIR CONDITIONING SYSTEM SHALL HAVE A 24 VOLT THERMOSTAT MOUNTED AT 5'-0" ABOVE FINISHED FLOOR. THERMOSTATS SHALL BE ONE STAGE COOL, ONE STAGE HEAT, WITH "AUTO-ON" FAN SWITCH AND "HEAT-OFF COOL" SYSTEM SWITCH. PROVIDE TWO STAGE COOL AND TWO STAGE HEAT THERMOSTATS FOR TWO STAGE UNITS, WHERE REQUIRED. PROVIDE LISTED THERMOSTATS THAT ARE SHOWN ON THE EQUIPMENT SCHEDULE.

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2. HVAC CONTRACTOR SHALL FURNISH AND INSTALL ALL CONTROL WIRING AND CONDUIT AS REQUIRED.

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H.

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TESTING AND BALANCING:

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1. HVAC SUBCONTRACTOR SHALL PROVIDE AN INDEPENDENT (NOT EMPLOYED BY THE SUBCONTRACTOR) TEST AND BALANCE FIRM WHICH SPECIALIZES IN THE BALANCING AND TESTING OF HEATING, VENTILATING, AND AIR CONDITIONING SYSTEMS. THEY SHALL BALANCE AND ADJUST AIR MOVING EQUIPMENT AND AIR DISTRIBUTION AND EXHAUST SYSTEMS TO THE FLOW RATES INDICATED ON THE HVAC SCHEDULES AND PLANS. REPORTS SHALL BE ON STANDARD SMACNA OR ASSOCIATED AIR BALANCE COUNCIL FORMS AND SUBMITTED TO THE ARCHITECT/ENGINEER PRIOR TO APPLICATION FOR FINAL PAYMENT.

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2. TESTING AND BALANCE PERSONNEL SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE AND SHALL BE NEEB CERTIFIED AND SHALL PROVIDE PROOF OF HAVING SUCCESSFULLY COMPLETE AT LEAST FIVE (5) PROJECT OF SIMILAR SIZE AND SCOPE.

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3. AIR BALANCE TESTING SHALL NOT BEGIN UNTIL SYSTEMS HAVE BEEN COMPLETED AND ARE IN FULL WORKING ORDER. THE HVAC CONTRACTOR SHALL MAKE ALL PRELIMINARY TESTS AND ADJUSTMENTS, SHALL PLACE ALL SYSTEMS AND EQUIPMENT INTO FULL OPERATION AND CONTINUE THE OPERATION DURING EACH WORKING DAY OF THE TESTING AND BALANCING. IF IT IS DETERMAINED THAT ADDITIONAL BALANCING DAMPERS ARE REQUIRED IT WILL BE THE RESPONSABILITY OF THE INSTALLING CONTRACTOR TO PROVIDE AND INSTALL THE NEEDED DAMPERS TO PROVIDE THE DESIGN BALANCE CONDITIONS.

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4. INCLUDE AN EXTENDED WARRANTY OF TWELVE (12) MONTHS AFTER COMPLETION OF THE TEST AND BALANCE WORK, DURING WHICH TIME, REQUESTS MAY BE MADE TO RECHECK, OR FOR RESETTING OF ANY OUTLETS, SUPPLY FAN, OR EXHAUST AS LISTED IN THE TEST REPORT. PROVIDE ANY TECHNICIANS TO ASSIST IN MAKING ANY TEST REQUIRED. IF SYSTEM IS NOT WORKING PROPERLY, IT SHALL BE REBALANCED ANY TIME DURING THE FIRST YEAR OF OPERATION. AFTER THE SPACE IS OCCUPIED, ADDITIONAL BALANCING WILL BE REQUIRED TO ACCOMMODATE THE ACTUAL OCCUPANCY REQUIREMENTS. ALSO, PROVIDE FOR BALANCING DURING WINTER OR SUMMER OPERATION. ALL OF THE ABOVE SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. REPLACEMENT OF ADJUSTABLE PULLEYS, ADDITIONAL BALANCING DAMPERS, PRESSURE PORTS, AND FITTINGS, ETC., REQUIRED TO EFFECT PROPER AIR BALANCE SHALL BE FURNISHED AND INSTALLED BY THE HVAC SUBCONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

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5. THE FINAL TEST AND BALANCE REPORT FURNISHED TO THE GENERAL CONTRACTOR SHALL INCLUDE A LIST OF ITEMS THAT REQUIRE REPAIR OR ADJUSTMENT.

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6. ALL AIR FILTERS AND STRAINERS SHALL BE CLEANED OR REPLACED BY THE HVAC SUBCONTRACTOR BEFORE PROCEEDING WITH THE TEST AND BALANCE.

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7. SUPPLY AND RETURN AIR GRILLES, REGISTERS, WEATHERPROOF LOUVERS AND DAMPERS.

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HVAC NOTES:

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NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION THERETO WHICH MAY BE REQUIRED BECAUSE OF CONTRACTOR : REVISIONS TO THESE DRAWINGS AND CERTIFICATION THERETO WHICH MAY BE REQUIRED BECAUSE OF CONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TO THE ENGINEER BY THE REQUESTING CONTRACTOR. PAYMENT SHALL BE REQUIRED AT THE TIME OF CERTIFICATION DELIVERY.

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THESE MECHANICAL DRAWINGS CONFORM TO ALL REQUIREMENTS OUTLINED IN THE 6TH EDITION 2017 FLORIDA BUILDING CODE.

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7. ALL PROGRAMMABLE THERMOSTATS SHALL BE SET SO THAT THE BLOWER OPERATES CONTINUOUSLY DURING ALL OCCUPIED TIMES TO INSURE THE PROPER AMOUNT OF VENTILATION AIR IS PROVIDED. THE BLOWER SHALL BE SET IN THE AUTO POSITION FOR ALL UNOCCUPIED PERIODS.

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6. OUTSIDE AIR AND EXHAUST AIR DUCTWORK

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AIR DUCT AND NO INSULATION EXCEPT AS NOTED IN THE EXHAUST FAN SCHEDULE FOR EXHAUST DUCT.

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3

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M-1

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%%UTYPICAL TRANSER DUCT

CSpelman

Digital PE Seal

WH

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2 31 4 5 6 7

GARAGE

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GREAT ROOM

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1/2BATH

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ROOFING

ROOFING

N.T.S.

N.T.S.

NOTE: DRYER EXHAUSTS SHALL BEINDEPENDENT OF ALL OTHER SYSTEMSAND BE INSTALLED IN ACCORDANCEWITH FPC 2017 SECTION 504.

DRYER VENT THRU ROOF DETAIL

METAL EXHAUST DUCT (UP THROUGHROOF) SEE FLOOR PLANS FOR DUCT SIZE.

BATH EXHAUST VENT THRU ROOF DETAIL

METAL EXHAUST DUCT (UP THROUGHROOF) SEE FLOOR PLANS FOR DUCT SIZE.

SHEET#

PLAN:

SCALE:

CHECKED BY:

REVISED:

CS

DATE:

DRAWN BY:MC

BUIL

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29_L

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169-

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S: 1

5112

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1ST FLOOR HVAC

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HANGING DETAIL

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STRAP AND SADDLE

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TYPICAL HANGING

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TO SMACNA STANDARDS

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HANG DUCTS ACCORDING

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%%uNOTE:

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HANGING DETAIL

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AND STRAP DUCT

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TYPICAL CHANNEL

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HANGING DETAIL

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AND WIRE DUCT

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TYPICAL Z BAR

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1

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RUN DUCT THROUGH/ BETWEEN ROOF TRUSSES

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PROVIDE DUCTWORK TRANSITIONS AS REQUIRED

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DROPPED CEILING, VERIFY HEIGHT ON ARCH DRAWINGS

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DUCTWORK FROM FAN, REFER TO FLOOR PLANS FOR SIZES REQUIRED

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%%uSOFFIT DUCT DETAIL

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N.T.S.

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DUCT OVER WALL BASED ON SOFFIT VENT CONNECTION

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EXTERIOR WALL REFER TO ARCH DRAWINGS FOR CONSTRUCTION

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SOFFIT VENT

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DUCT BOOT

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ROOF LINE

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3

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ROUTE REFRIG LINES SHORTEST ROUTE TO SECOND FLR AHUS. TYP FOR ALL A, B UNITS

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CONTRACTOR TO PROVIDE 42"x42" CONCRETE SLAB. SLAB SHALL PROVIDE MINIMUM OF 2'-0" CLEARANCE FROM THE BUILDING. TYP FOR ALL A, B UNITS

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%%UCU-2

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UNIT "A"

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UNIT "B" OPPOSITE HAND

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UNIT "A" OPPOSITE HAND

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THIS CONTRACTOR TO EXTEND 3/4" CONDENSATE LINE FROM POINT LEFT BY PLUMBING CONTRACTOR TO 12" BEYOND EAVE OVERHANG TERMINATE WITH 2 ELBOWS.

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UNIT "B"

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%%UFIRST FLOOR MECHANICAL PLAN

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DUCT THRU WALL BASED ON WALL CAP CONNECTION

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WALL CAP BASED ON A SEIHO MODEL WITH BACKDRAFT DAMPER AND BIRD SCREEN

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EXTERIOR WALL REFER TO ARCH DRAWINGS FOR CONSTRUCTION

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%%uWALL CAP DETAIL

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N.T.S.

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DROP CEILING, VERIFY HEIGHT ON ARCH DRAWINGS

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ROUND DUCTWORK FROM FAN, REFER TO FLOOR PLANS FOR SIZES REQUIRED

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STRUCTURE OR FLOOR ABOVE

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PROVIDE TRANSITIONS DUCTWORK AS REQUIRED

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2

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M-3

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3

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M-3

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1

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M-3

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SEAL END OF 4" PIPE WITH EXPANDABLE FOAM OR SIMILAR SEALANT TO KEEP WATER OUT.

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CRUSHED ROCK IF ENTERING FOUNDATION SLAB, OTHERWISE STANDARD DIRT FILL WITHOUT PIPE.

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4" PVC PIPE IF UNDER FOUNDATION SLAB, OTHERWISE 4" BLACK CORRUGATED PIPE.

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USE LONG RADIUS COPPER ELBOWS FOR 90 DEGREE BENDS.

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TOWARDS COMPRESSOR

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NO SCALE

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UNDERGROUND REFRIGERANT PIPING DIAGRAM

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PITCH=1/8"/FT.

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CONCRETE OR PLASTIC PIPE

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CONCRETE SLAB

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12"

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REFRIGERANT LINES

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PIPE SUPPORT WITH TIE-DOWN

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STRUCTURE

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P-TRAP ON CONDENSATE DRAIN LINE, REFER TO PLUMBING DRAWING FOR CONTINUATION OF PIPING

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3"x3"x1/4" FOOT PLATE

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UNIT MOUNTING STAND OF WELDED ALUMINUM ANGLE FRAME (MIN 1"x1"x1/4" BASED ON WEIGHT OF UNIT)

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NEOPRENE AND /OR RUBBER VIBRATION ISOLATION PADS INSTALLED BELOW THE BASE FOOT OF THE STAND (TYP 4 PLS)

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%%uTYP. VERTICAL A.H.U. NON-DUCTED

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%%uRETURN AIR PLENUM MECH ROOM

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FINISHED FLOOR

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N.T.S.

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NOTE: ALLOW PROPER 4" CLEARANCES AROUND AHU PER FMC 2004.

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SUPPLY AIR DUCT MATERIAL BASED ON THE SPECIFICATION

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FILTER GRILL WITH MEDIA

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PLENUM RETURN AIR OPENING THRU LOUVERED DOOR INTO MECHANICAL ROOM. REFER TO ARCH PLANS

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CEILING

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MECHANICAL ROOM WALL VERIFY ASSEMBLY RATING

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FLEX-CONNECTION BASE ON SHEET METAL DUCTWORK INSTALLATION, REFER TO SPECIFICATION

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AIR HANDLING "AHU" UNIT

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REFRIGERANT LINE SETS, REFER TO PLANS FOR LOCATION OF "CU"

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1.5" DEEP AUX. DRAIN PAN MIN. 3" LARGER THAN UNIT. USE EZ TRAP EZT-226 FLOAT SWITCH IN LIEU OF AUX. DRAIN LINE.

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THE HVAC DESIGN ON THIS PROJECT IS BASED UPON OUTDOOR CONDITIONS OF 93°F D.B. AND 78°F W.B. WITH INDOOR CONDITIONS OF 75°F D.B., 62.5° W.B. AND A RELATIVE HUMIDITY OF 50%. OUTDOOR WINTER CONDITIONS BASED UPON 46°F D.B. WITH INDOOR CONDITIONS OF 70°F D.B.

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EVERY AIR CONDITIONING UNIT ON THIS PROJECT IS TO BE EQUIPPED WITH AN ELECTRIC HEATER. SEE SCHEDULE OF EQUIPMENT

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DESIGN PARAMETERS

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CONTRACTOR TO PROVIDE 1" UNRESTRICTED UNDERCUT ON ALL DOORS INTO HABITAL ROOMS

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TRANSFER DUCTS AND/OR GRILLES ARE SIZED IN COMPLIANCE WITH THE FLORIDA RESIDENTIAL BUILDING CODE M1602.4 (BALANCED AIR RETURN) EXCEPTIONS 1-3.

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PROVIDE CONSTRUCTION SOLUTIONS MODEL DBX1424 DRYER VENT BOX AT ALL DRYER LOCATIONS

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12"%%C DN.

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EF-1

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4" DRYERTO ROOF CAP WITH DBX1000 DRYER VENT BOX

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7"%%C

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%%USECOND FLOOR MECHANICAL PLAN

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ELECTRICAL NOTES:

ALL OUTLETS IN WET AREAS AND ALL

ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET ATOR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.

ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER

RESISTANT RECEPTACLES SHALL BE INSTALLED

INSTALL PHONE AND T.V PER CONTRACT.

IN DWELLING UNITS PER N.E.C 210.12 AND 406.11

EXTERIOR OUTLETS TO BE GFI'S.

NOTE: NOT ALL SYMBOLS ARE USED FOR THIS

PROJECT.

SURFACE MOUNTED CEILING LIGHT

TELEVISION RECEPTION OUTLET

WALL MTD. BRACKET LIGHT

DIMMER SWITCH

3 WAY SWITCH

SINGLE POLE SWITCH

TELEPHONE OUTLET

MOTION SENSOR SWITCH

A/C DISCONNECT

DUPLEX FLOOD LIGHT

TRACK MTD. LIGHTS

EXHAUST FAN

PUSH BUTTON (PB) / DOOR BELL (DB)

FLUSH MOUNTED LIGHT

1/2 SWITCHED DUPLEX OUTLET

DUPLEX RECEPTACLE OUTLET

4-PLEX RECEPTACLE OUTLET

220 V RECEPTACLE OUTLET

SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE AT ELEV. A.F.F.

ELECTRICAL PANEL

ELECTRICAL METER

120 V JUNCTION BOX

DUPLEX RECEPTACLE - ABOVE COUNTER

3

D

SD

TV

ELECTRICAL LEGEND

2' UNDER COUNTER LIGHT

4' FLUORESCENT LIGHT

INTERCOMIC

KP KEYPAD

AFF

MS

AC/DC SMOKE DETECTOR TO BEINTERCONNECTED ANY RESIDENT HAVING AFOSSIL-BURNING HEATER OR APPLIANCE, AFIREPLACE, OR AN ATTACHED GARAGE SHALLHAVE AN OPERATIONAL CARBON MONOXIDEALARM INSTALLED WITHIN 10 FEET OF EACHROOM USED FOR SLEEPING PURPOSES. PERRULE 9B-3.04.72 SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/SMOKE)

SCD

T

LIGHTING SCHEDULE UNIT A

200 AMP SERVICE

TAGABCDEFGHIJKLMNOPQ

QUANTITY PRODUCT(5)(X)(X)(17)(4)(X)(X)(1)(X)(X)(X)(X)(X)(X)(X)(X)(X)

(FLUSH MOUNTED LT)(VAPORS)(PENDANT LIGHT(10" MUSHROOMS)(24" 3 LT)(36" 4 LT)(NOT USED)(COACH LIGHTS)(COACH LIGHTS)(J BOX)(4' FLUORESCENT)(2' FLUORESCENT)(5LT CHANDELIER)(3 LT)(PENDANT/ NOOK)(X)(X)

RANGE (2) #6 THW. (1) #8N.

(2) #8 + EG

AHU. (HT. & FAN)

30 3 4 50

30 1 2 50

30 5 6 30

30 7 8 20

30 9 10 20

30 11 12 20

20 13 14 20

15 15 16 20

15 17 18 15

15 19 20 20

15 21 22 20

15 23 24 20

(2) #6 THW.

COND. UNIT

(2) #10

WATER HEATER 4.5 K.W.

MAX (2) #10 TH.

MICROWAVE

LIGHTING

LIGHTING

LIGHTING

RECEPT. CKT.

RECEPT. CKT.

CLOTHES DRYER

(3) #10 TW.

SMALL APPLIANCE CKT.


DISPOSAL

DISHWASHER

REFRIGERATOR

PANEL SCHEDULE 'UNIT #1'

RECEPT. CKT.

BATHROOMS G.F.I. RECEPT.

BATHROOMS

125 AMP. MCB ONLY 120/240 VOLT S/N

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22,000 A.I.C. RATED

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E1.1

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ELECTRICAL NOTES:

ALL OUTLETS IN WET AREAS AND ALL

ALL ELECTRIC, ELECTRICAL EQUIPMENT AND APPLIANCES TO BE SET ATOR ABOVE BASE FLOOD ELEVATIONS PLUS 1'-0" FREEBOARD.

ARC-FAULT CIRCUIT-INTERRUPTERS AND TAMPER

RESISTANT RECEPTACLES SHALL BE INSTALLED

INSTALL PHONE AND T.V PER CONTRACT.

IN DWELLING UNITS PER N.E.C 210.12 AND 406.11

EXTERIOR OUTLETS TO BE GFI'S.

NOTE: NOT ALL SYMBOLS ARE USED FOR THIS

PROJECT.

SURFACE MOUNTED CEILING LIGHT

TELEVISION RECEPTION OUTLET

WALL MTD. BRACKET LIGHT

DIMMER SWITCH

3 WAY SWITCH

SINGLE POLE SWITCH

TELEPHONE OUTLET

MOTION SENSOR SWITCH

A/C DISCONNECT

DUPLEX FLOOD LIGHT

TRACK MTD. LIGHTS

EXHAUST FAN

PUSH BUTTON (PB) / DOOR BELL (DB)

FLUSH MOUNTED LIGHT

1/2 SWITCHED DUPLEX OUTLET

DUPLEX RECEPTACLE OUTLET

4-PLEX RECEPTACLE OUTLET

220 V RECEPTACLE OUTLET

SINGLE RECEPTACLE OUTLET

DUPLEX RECEPTACLE AT ELEV. A.F.F.

ELECTRICAL PANEL

ELECTRICAL METER

120 V JUNCTION BOX

DUPLEX RECEPTACLE - ABOVE COUNTER

3

D

SD

TV

ELECTRICAL LEGEND

2' UNDER COUNTER LIGHT

4' FLUORESCENT LIGHT

INTERCOMIC

KP KEYPAD

AFF

MS

AC/DC SMOKE DETECTOR TO BEINTERCONNECTED ANY RESIDENT HAVING AFOSSIL-BURNING HEATER OR APPLIANCE, AFIREPLACE, OR AN ATTACHED GARAGE SHALLHAVE AN OPERATIONAL CARBON MONOXIDEALARM INSTALLED WITHIN 10 FEET OF EACHROOM USED FOR SLEEPING PURPOSES. PERRULE 9B-3.04.72 SD (SMOKE DETECTOR)SCD (CARBON MONOXIDE/SMOKE)

SCD

T

LIGHTING SCHEDULE UNIT B

200 AMP SERVICE

TAGABCDEFGHIJKLMNOPQ

QUANTITY PRODUCT(5)(X)(X)(17)(4)(X)(X)(1)(X)(X)(X)(X)(X)(X)(X)(X)(X)

(FLUSH MOUNTED LT)(VAPORS)(PENDANT LIGHT(10" MUSHROOMS)(24" 3 LT)(36" 4 LT)(NOT USED)(COACH LIGHTS)(COACH LIGHTS)(J BOX)(4' FLUORESCENT)(2' FLUORESCENT)(5LT CHANDELIER)(3 LT)(PENDANT/ NOOK)(X)(X)

RANGE (2) #6 THW. (1) #8N.

(2) #8 + EG

AHU. (HT. & FAN)

30 3 4 50

30 1 2 50

30 5 6 30

30 7 8 20

30 9 10 20

30 11 12 20

20 13 14 20

15 15 16 20

15 17 18 15

15 19 20 20

15 21 22 20

15 23 24 20

(2) #6 THW.

COND. UNIT

(2) #10

WATER HEATER 4.5 K.W.

MAX (2) #10 TH.

MICROWAVE

LIGHTING

LIGHTING

LIGHTING

RECEPT. CKT.

RECEPT. CKT.

CLOTHES DRYER

(3) #10 TW.



DISPOSAL

DISHWASHER

REFRIGERATOR

PANEL SCHEDULE UNIT #2

RECEPT. CKT.

BATHROOMS G.F.I. RECEPT.

BATHROOMS

125 AMP. MCB ONLY 120/240 VOLT S/N

24 CIRCUIT FLUSH MTD. LOAD CENTER (INDOOR)

22,000 A.I.C. RATED

GREAT ROOM

LANAI

KITCHEN

GARAGE

1/2BATH

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GFI

GFIWP

GFI

GFI

GFI

GFI

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GFI@ 42"A.F.F.

GFIWP

KEYLESS

PRE-WIREFOR FAN

PRE-WIREFOR FAN

DBGFIWP

GFIWP

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GFI

AS INDICATED

E1.2

ELECTRICAL PLAN

1/4" = 1'-0"1ST FLOOR ELECTRICAL PLAN - UNIT B

1/4" = 1'-0"2ND FLOOR ELECTRICAL PLAN - UNIT B

UNIT B

SHEET#

PLAN:

SCALE:

CHECKED BY:

REVISED:

CS

DATE:

DRAWN BY:MC

BUIL

DING

29_L

OTS:

169-

174

AD

DR

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S: 1

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SPECIFICATIONS

DIVISION 16000 - ELECTRICAL

16000 - GENERAL:

1. ALL ELECTRICAL WORK FOR THE ENTIRE PROJECT SHALL BE PERFORMED IN A NEAT AND CRAFTSMANLIKE MANNER BYPERSONS SKILLED IN THE TRADE, AND SHALL BE DONE UNDER THE SUPERVISION OF A MASTER ELECTRICIAN LICENSED TO DO WORKIN THE AREA WHERE THE PROJECT IS TO BE CONSTRUCTED. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST COPYOF THE NATIONAL ELECTRIC CODE PRESENTLY ENFORCED AND AS ATTENDED TO BY LEE COUNTY, FLORIDA.

16100 - SCOPE:

1. THE PROJECT INCLUDES ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO PROVIDE A COMPLETE ELECTRICALINSTALLATION INCLUDING, BUT NOT LIMITED TO, POWER SERVICES (TEMPORARY, NORMAL, AND STAND-BY OR EMERGENCY),AUTOMATIC TRANSFER SWITCHES, SERVICE ENTRANCE(S), DISCONNECTS, DISTRIBUTION PANELS, CONDUIT, WIRING, JUNCTION ANDOUTLET BOXES, WIRING DEVICES AND COVER PLATES, LIGHTING FIXTURES, CONNECTION CHORDS, SPECIAL CONNECTIONS ANDOUTLETS, ALL AS ILLUSTRATED ON THE PLANS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES,UTILITY COMPANIES, AND GOVERNING AUTHORITIES.

2. THE ELECTRICAL CONTRACTOR TO FURNISH A MINIMUM 100 AMP SINGLE PHASE TEMPORARY SERVICE. POWER COMPANYFEES AND MONTHLY ELECTRIC BILL TO BE PAID BY THIS CONTRACTOR.

16110 - CODES:

1. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ANSI, NFPA70, STATE OF FLORIDA LAWS, AND ALL LOCAL RULESAND REGULATIONS, INCLUDING THE NATIONAL ELECTRIC CODE 2014 AND THE 2017 FLORIDA ENERGY CODE

16120 - PERMITS:

1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND PAYING ALL FEES ASSOCIATED THEREWITH.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INSPECTIONS, INCLUDING ALL FEES ASSOCIATED WITHREINSPECTIONS.

16130 - DRAWINGS:

1. THE DRAWINGS ARE DIAGRAMMATIC, AND DO NOT SHOW ALL CHANGES IN HEIGHT, STRUCTURAL MEMBERS, DUCTWORK,PIPING, BRACKETS AND ANY OTHER NUMBER OF ITEMS WHICH MIGHT CAUSE A CONFLICT. THIS CONTRACTOR IS RESPONSIBLE FORCOORDINATING WITH OTHER TRADES AS TO THE LOCATION OF HIS DEVICES AND NECESSARY AREAS FOR PANELS ANDCONDUIT/WIRING RUNS. VERIFY AND COORDINATE ALL ELECTRICAL WORK WITH ALL TRADES TO PROVIDE A TIMELY INSTALLATION.ADDITIONAL CHARGES DUE TO LACK OF COORDINATION WILL NOT BE APPROVED.

16200 - MATERIAL:

1. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND SHALL BE LISTED BY AND BEAR THE U.L. LABEL WHERE SUBJECTTO APPROVAL. MATERIALS SHALL BE OF THE SAME MANUFACTURER OR BRAND FOR EACH TYPE OF MATERIAL, UNLESS DESIGNATEDOTHERWISE.

16210 - FIXTURES:

1. ALL FIXTURES SHALL BE AS LISTED IN THE LIGHTING FIXTURE SCHEDULES/ RECOMMENDATIONS.

2. LIGHTING FIXTURES ARE TO BE FURNISHED, INSTALLED, AND LAMPED UNDER THIS CONTRACT.

16220 - PANELS:

1. ALL PANELS TO BE FURNISHED AS PER PANEL SCHEDULE. SQUARE D, CUTLER HAMMER AND ITE ARE ACCEPTABLEMANUFACTURERS.

2. ALL OVERCURRENT DEVICES SHALL BE SERIES-RATED TO WITHSTAND THE AVAILABLE FAULT CURRENT; VERIFY WITH LOCALUTILITY COMPANY. SEE PANEL SCHEDULE.

16230 - DEVICES:

1. EXTERIOR DISCONNECT SWITCHES SHALL BE NEMA 3R ENCLOSURES AND ELECTRICALLY PROTECTED AS PERMANUFACTURER'S SPECIFICATIONS. (SEE MECHANICAL).

2. INTERIOR DISCONNECT SWITCHES SHALL BE NEMA 1 ENCLOSURES AND ELECTRICALLY PROTECTED AS PER MANUFACTURER'SSPECIFICATAIONS. (SEE MECHANICAL).

3. SWITCHES SHALL BE 20 AMP, SPECIFICATION GRADE TOGGLE SWITCHES, SIDE WIRED WITH GROUNDING TERMINAL; COLORSHALL BE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING COVERPLATE; MOUNTING HEIGHT SHALL BE +48" AFF TO BOTTOM.

4. RECEPTACLES SHALL BE 20 AMP (MINIMUM), SPECIFICATION GRADE, SIDE WIRED WITH GROUNDING TERMINAL; COLOR SHALLBE WHITE (UNLESS NOTED OTHERWISE) WITH MATCHING COVERPLATE; MOUNTING HEIGHT NOTED IN SYMBOL LEGEND OR ONDRAWING.

5. ALL RECEPTACLES INSTALLED IN KITCHENS, OR WITHIN 6 FEET (6') OF A WATER SUPPLY (i.e.: SINK), SHALL BE GROUND FAULTCIRCUIT INTERRUPTER (G.F.C.I.) DEVICES WITH DOWNSTREAM DEVICES IDENTIFIED.

6. ALL 120-VOLT, SINGLE PHASE, 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN BATHROOMS SHALL HAVEGROUND-FAULT CIRCUIT-INTERRUPTER PROTECTION FOR PERSONNEL.

16240 - BRANCH CIRCUIT WIRING:

1. ALL CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE SPECIFIED ON PLANS.

2. MINIMUM BRANCH CIRCUIT WIRING SHALL BE #12 AWG THWN COPPER.

EXCEPTION NO. 1: BRANCH CIRCUIT WIRING FOR DEDICATED LOADS, SUCH AS A PERMENANTLY INSTALLED APPLIANCE OROTHER EQUIPMENT, SHALL BE SIZED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS FOR THAT APPLIANCE OR EQUIPMENT,OR BY THE N.E.C. PRESENTLY IN EFFECT, WHICHEVER IS GREATER. REFER TO PANEL SCHEDULES.

16300 - INSTALLATION:

16310 - GENERAL:

1. ROUGH-IN LOCATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, AS WELL ASEQUIPMENT SIZE, TO AVOID CONFLICT WITH OTHER TRADES.

2. PRIOR TO ROUGH-IN, THE ELECTRICAL CONTRACTOR SHALL RELOCATE, AS DIRECTED BY THE OWNER/ARCHITECT, ANY PIECE OFEQUIPMENT IN THE VERTICAL AND/OR HORIZONTAL DIRECTION UP TO 15'-0" FROM THE LOCATION SHOWN ON THE DRAWINGS AT NOADDITIONAL COSTS TO THE OWNER.

16320 - WIRING METHODS:

1. BELOW GRADE: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, INAPPROVED NONMETALLIC CONDUIT. CONDUIT MAY BE RUN IN OR BELOW CONCRETE, AND CONCEALED IN WALLS TO FIRST BOXES. ALLPVC COMPONENTS (PIPING, FITTINGS, CEMENT, ETC.) SHALL BE FROM THE SAME MANUFACTURER.

2. EXTERIOR ABOVE GRADE: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMAREQUIREMENTS, IN APPROVED METALLIC OR NONMETALLIC CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM THESAME MANUFACTURER.

NOTE: MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL BE SIX FEET (6').

3. EXTERIOR EQUIPMENT: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMAREQUIREMENTS, IN APPROVED LIQUIDTIGHT FLEXIBLE METALLIC OR NONMETALLIC CONDUIT (MINIMUM 3/4"). ALL COMPONENTS (PIPING,FITTINGS, ETC.) SHALL BE FROM THE SAME MANUFACTURER.

NOTE: MAXIMUM LENGTH OF FLEXIBLE CONDUIT BETWEEN MEANS OF DISCONNECT (OR JUNCTION BOX) AND EQUIPMENT SHALL BETHREE FEET (3').

4. INTERIOR: SINGLE- OR MULTI-CONDUCTOR COPPER WIRE WITH GROUND, MEETING N.E.C. AND NEMA REQUIREMENTS, INAPPROVED METALLIC (EMT) CONDUIT. ALL COMPONENTS (PIPING, FITTINGS, ETC.) SHALL BE FROM THE SAME MANUFACTURER.CONDUITS SHALL BE CONCEALED IN OR BEHIND CEILINGS, WALLS, OR FLOORS, EXCEPT WHERE EXPOSED RACEWAYS ARE SPECIFICALLYPERMITTED.

NOTE: EMT SHALL NOT BE INSTALLED IN LOCATIONS (1) SUBJECT TO SEVERERE DAMAGE, (2) IN CONTACT WITH EARTH, (3) INCONCRETE SLABS ON GRADE, (4) OTHER LOCATIONS AS LISTED IN N.E.C. 2008, ARTICLE 358.12.

5. ELECTRICAL SYSTEM EXPANSION: ANY PANELBOARD MOUNTED SO THAT ITS FRONT FACE IS FLUSH WITH THE FINISHED WALLSHALL HAVE ONE (1) 3/4" EMT CONDUIT INSTALLED FROM PANELBOARD TO ACCESSABLE CEILING SPACE FOR EVERY FOUR (4) ORMAJOR FRACTION THEREOF, POLES INDICATED AS "SPACE" OR "SPARE" IN THE PANELBOARD SCHEDULE PER THESE DOCUMENTS.

EXCEPTION NO. 1: PANELBOARDS INSTALLED ON A WALL SURFACE, WHERE AT LEAST THREE (3) SIDES, NOT INCLUDING THEFRONT, REMAIN ACCESSABLE AFTER CERTIFICATE OF OCCUPANCY SHALL NOT BE REQUIRED TO MEET #16320.5.

5. ELECTRICAL BOXES: ALL OUTLET, DEVICE, AND JUNCTION BOXES SHALL BE STANDARD 4" SQUARE GALVANIZED STEEL ORAPPROVED PLASTIC, 1-1/2" DEEP, WITH DEVICE RINGS OF THE SAME MATERIAL, UNLESS OTHERWISE NOTED. GALVANIZED BOXES SHALLBE MANUFACTURED BY APPLETON, NATIONAL, STEEL CITY, RACO OR APPROVED EQUAL. PLASTIC BOXES SHALL BE ALLIED, NELCO,CARLON, OR EQUAL. ALL ELECTRICAL BOXES MUST BE ACCESSABLE AFTER CERTIFICATE OF OCCUPANCY.

6. THRU-FEEDS: MAINTAIN THRU-FEEDS ON ALL ELECTRICAL DEVICES AT C.O.

16330 - EQUIPMENT:

1. WIRE TO, AND MAKE CONNECTIONS TO, ALL PIECES OF EQUIPMENT FURNISHED BY OTHERS FOR COMPLETE AND SATISFACTORYOPERATION BY OTHERS.

2. THIS CONTRACT TO INCLUDE CONNECTION OF LINE VOLTAGE ONLY. CONTROL WIRING TO BE BY THE HVAC CONTRACTOR.

16340 - GROUNDING:

1. THE ENTIRE ELECTRICAL GROUNDING SYSTEM SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF SECTION 250.66AND 250.122 OF THE NATIONAL ELECTRIC CODE, INCLUDING BUT NOT LIMITED TO, THE ELECTRICAL SERVICE, ITS EQUIPMENT ANDENCLOSURE, CONDUITS AND OTHER CONDUCTIVE ENCLOSURES, NEUTRAL OR IDENTIFIED CONDUCTOR OF INTERIOR WIRING SYSTEM,MAIN PANELBOARD, POWER AND LIGHTING PANELBOARDS, NON-CURRENT-CARRYING METAL PARTS OF FIXED EQUIPMENT SUCH ASMOTORS, STARTER AND CONTROLLER CABINETS, INSTRUMENT CASES AND LIGHTING FIXTURES.

2. PROVIDE A SERVICE GROUND ACCORDING TO N.E.C. ARTICLE 250. THE MINIMUM INSTALLATION TO INLCLUDE: BUILDINGFOOTER/FOUNDATION REINFORCING STEEL TURNED UP OR OTHERWISE EXPOSED AT THE SERVICE LOCATION WITH APPROVEDCONNECTOR TO BOND A GROUNDING CONDUCTOR SIZED PER TABLE 250 TO THE STEEL AND A DRIVEN ROD GROUND (MINIMUM 5/8"BY 8' DEEP) WITH #6 COPPER GROUNDING CONDUCTOR. IF AVAILABLE ON THE PREMISES, ALSO BOND METAL COLD WATER PIPING,METAL BUILDING FRAME AND GROUND RING WITH JUMPERS SIZED FROM 250-94.

3. ALL TELEPHONE, DATA, TELEVISION, AND OTHER TERMINAL EQUIPMENT SHALL BE BONDED TO THE GROUNDING ELECTRODE WITHMINIMUM #6 AWG-CU.

16350 - WARRANTY: NOTE

1. ELECTRICAL CONTRACTOR TO PROVIDE FULL WARRANTY (PARTS AND LABOR) ON ALL EQUIPMENT AND MATERIALS FURNISHEDUNDER THE SCOPE OF WORK FOR A PERIOD OF ONE YEAR FROM THE CERTIFICATE OF OCCUPANCY.

2. E.C. SHALL PROVIDE OWNER AND ENGINEER (A&E SUPPORT SERVICES, INC.) WITH REPRODUCIBLE "AS-BUILT" DRAWINGSSHOWING ALL REQUIRED MODIFICATIONS THAT HAVE OCCURRED IN THE FIELD.

GENERAL NOTES: ELECTRICAL

THE ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL ELECTRICAL SERVICE ROUGH-IN AND INSTALLATION DETAILS, FEES, WITH THE LOCAL POWER COMPANY/UTILITY FIELD ENGINEERPRIOR TO AND INCLUDE IN BID!

THE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH ALL STATE/LOCAL BUILDINGCODES/ORDINANCES/REGULATIONS PRESENTLY IN EFFECT. IN ADDITION, COMPLIANCE WITH THENATIONAL ELECTRICAL CODE (N.E.C.)PRESENTLY IN EFFECT.

THE ELECTRICAL CONTRACTOR SHALL VISIT THE SITE IN ORDER TO FAMILIARIZE HIMSELF WITHEXISTING CONDITIONS, FAILURE TO DO SO WILL NOT WARRANT ANY ADDITIONAL CHARGES TOTHE OWNER.

THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID, ANY CUTTING OR PATCHING OFCONCRETE/ASPHALT PAVEMENTS, ETC. TO RUN ELECTRICAL.

ALL EQUIPMENT, FIXTURES, ETC. SHALL BE STARTED, TESTED, ADJUSTED AND PLACED INSATISFACTORY OPERATING CONDITION. THIS CONTRACTOR SHALL GUARANTEE ALLWORKMANSHIP, MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE (1)YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY (C.O.), AND SHALL REPAIR ANY SUCHDEFECTS WITHOUT COST TO THE OWNER. ALL EQUIPMENT SHALL BE COVERED FOR THEDURATION OF THE MANUFACTURER'S GUARANTEE OR WARRANTY. THIS CONTRACTOR SHALLFURNISH THE OWNER WITH ALL MANUFACTURER'S GUARANTEE AND WARRANTIES.

"WAFER" OR "PIGGYBACK" BREAKERS SHALL NOT BE PERMITTED.

THE ELECTRICAL CONTRACTOR IS TO INSTALL METERING SERVICE EQUIPMENT EITHER PROVIDEDBY THE GOVERNING UTILITY COMPANY OR OF A TYPE APPROVED BY THE UTILITY COMPANY ANDU.L. LISTED. IMMEDIATELY AFTER SUB-CONTRACT AWARD, CONTACT WITH THE UTILITY COMPANYSHALL BE MADE FOR COORDINATION OF SERVICE AND METERING DETAILS.

HVAC AIR HANDLER AND CONDENSING UNIT CIRCUIT BREAKERS MUST BE U.L. LISTED AS "HACR"RATED IN ORDER TO USE NON-AUTO DISCONNECTS AT HVAC EQUIPMENT. IF NOT LISTED, THENA FUSED DISCONNECT IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S NAMEPLATEREQUIREMENTS MUST BE INSTALLED AT THE EQUIPMENT.

THE ELECTRICAL, GENERAL, HVAC, AND PLUMBING CONTRACTOR(S) SHALL STRICTLY ADHERE TOTHE FOLLOWING ITEMS WHEN DEALING WITH ELECTRICAL EQUIPMENT CLEARANCES:

A.) NO PIPING OR DUCTWORK OF ANY KIND SHALL BE INSTALLED ABOVE ANYSWITCHBOARD OR PANELBOARD. THIS AREA TO REMAIN CLEAN FROM THE EQUIPMENTTO 25' ABOVE OR TO THE BOTTOM OF THE STRUCTURAL SLAB.

B.) A CLEARANCE OF 36" MINIMUM SHALL BE MAINTAINED IN FRONT OF ELECTRICALEQUIPMENT FOR THE ENTIRE WIDTH OF THE EQUIPMENT, PLUS A MINIMUM OF 30" TOTALLEFT/RIGHT CLEARANCE.

ALL "WEATHERPROOF" ("WP") DEVICES ARE TO BE INSTALLED WITH AWEATHER-SHIELDING COVER.

ALL ELECTRICAL CONDUITS NOT CONTAINING SPECIFIED CONDUCTORS SHALL HAVE A PULL WIREINSTALLED.

DO NOT SCALE THE ELECTRICAL DRAWINGS; REFER TO THE ARCHITECTURAL PLANS FOREQUIPMENT LOCATIONS, CABINETRY, CEILING GRIDS, DOOR SWINGS, ETC.

THE INTENT OF THESE DRAWINGS IS TO PROVIDE A COMPLETE AND FULLY OPERATIONALELECTRICAL INSTALLATION.

IT IS NOT THE INTENT OF THESE PLANS TO SHOW ALL DETAILS OF CONSTRUCTION. THEELECTRICAL CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS SUCH ASHARDWARE, J-BOXES, CONDUIT FITTINGS, ETC., AS NECESSARY FOR A COMPLETE ELECTRICALSYSTEM INSTALLATION.

TECHNICIANS SKILLED IN THEIR TRADE SHALL PERFORM ALL ELECTRICAL INSTALLATIONS IN APROFESSIONAL MANNER.

WIRE TO, AND MAKE CONNECTIONS AS NECESSARY, TO ALL PIECES OF EQUIPMENT (FURNISHEDBY OTHERS), FOR COMPLETE AND SATISFACTORY OPERATION BY THE OWNER.

PROVIDE CIRCUIT BREAKERS, AS NECESSARY, TO ACCOMMODATE ALL NEW CIRCUITS INSTALLED.

ALL SERVICE AND FEEDER CONDUITS SHALL HAVE EXPANSION FITTINGS WHEN PENETRATINGSLABS, ETC. TO ALLOW FOR STRUCTURAL SETTLEMENT.

PROVIDE "PVC" CONDUITS STUBBED OUT, BELOW GRADE FOR ADDITIONAL SERVICES, IN ORDERTO PROVIDE CONCEALED TELEPHONE AND/OR DATA SERVICE ENTRANCE.

PROVIDE TIME CLOCKS WITH BATTERY BACK-UP TO CONTROL ALL SIGNAGE AND EXTERIORLIGHTING CIRCUITS; SEE POWER RISER DIAGRAM FOR ADDITIONAL DETAILS.

ALL CONDUCTORS SHALL BE TYPE THHN/THWN, COPPER (CU) UNLESS OTHERWISE CALLED FORON THESE DOCUMENTS. SEE PANEL SCHEDULE.

ALL LIGHTING FIXTURES (INCLUDING THOSE PROVIDED BY OTHERS) ARE TO BE INSTALLED UNDERTHIS CONTRACT. SEE SCHEDULE FOR FIXTURE RECOMMENDATIONS, LAMPS, ETC.

NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION THEREOF WHICHMAY BE REQUIRED BECAUSE OFCONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TOTHE ENGINEER(S) BY THE REQUESTING CONTRACTOR. PAYMENT SHALL BE REQUIRED AT THE TIMEOF CERTIFICATION DELIVERY.

TYPICAL NOTES

1. SWITCHED RECEPTACLES: SWITCH TOP HALF OF RECEPTACLE; BOTTOM SHALL REMAINHOT!

2. EQUIPMENT FURNISHED AND PHYSICALLY INSTALLED BY "OTHERS". ALL ELECTRICALCONNECTIONS EXTERNAL TO THE EQUIPMENT SHALL BE MADE BY THE ELECTRICAL CONTRACTOR.WIRE, CONDUIT, LUGS, RECEPTACLES, PIGTAILS, DISCONNECTS, ETC. AS MAY BE REQUIREDSHALL BE FURNISHED BY THE ELECTRICAL CONTRACTOR.NOTE: INCLUDE WORSE CONDITION IN PRICING. VERIFY ROUGH-IN LOCATIONS, TYPE OF

CONNECTION AND AMPACITY REQUIRED FROM APPLICABLE EQUIPMENT DRAWINGSPRIOR TO INSTALLING ANY CONDUIT, CONDUCTORS OR BOXES.

3. PROVIDE INCANDESCENT WALL DIMMER WITH TUNGSTEN SURGE AND RFI PROTECTION.SLIDE ACTION WITH "OFF" POSITION AT BOTTOM.

4. PROVIDE LIGHT FIXTURE AND RECEPTACLE AT LOCATIONS INDICATED FOR HVACMAINTENANCE LIGHTING. USE COMBINATION SWITCH AND RECEPTACLE FOR LIGHT CONTROL.FIELD DETERMINES EXACT LOCATION AND HEIGHT.

M

1-200

PNLTYP.

53

TV

7

1

(3) #1 CU (1) #6G IN 2"C

2

8

NOTES - POWER RISER DIAGRAM1. INCOMING POWER COMPANY " UG " SERVICE LATERAL. EXTEND CONDUIT TO SERVICE

POINT OF ORIGIN: SEE SITE PLAN AND GENERAL NOTES.

2. MAIN DEVICE: ( 1 ) 125 AMP-240 V-2 P METERING DEVICE WITH MAIN CIRCUITBREAKERS WITH NEMA-3R ENCLOSURES (UNITS 1-6). 2A. WIREWAY: SIZE PERN.E.C.

3. SERVICE GROUNDING CONDUCTOR: PROVIDE MINIMUM (1) #6 TO GROUNDINGELECTRODE. SEE SPECIFICATIONS 16340-2. 3A. ALL COMMUNICATION, RADIO,TELEPHONE ANTENNA AND TELEVISION SYSTEMS SHALL BE BONDED TO BUILDINGSERVICE GROUND WITH #6 AWG MINIMUM.

4. GROUNDING ELECTRODE: PROVIDE ( 2 ) 5/8"~ X 8' DRIVEN RODS. PROVIDE ASERVICE GROUND ACCORDING TO N.E.C. ARTICLE 250. THE MINIMUM INSTALLATIONTO INLCLUDE: BUILDING FOOTER/FOUNDATION REINFORCING STEEL TURNED UP OROTHERWISE EXPOSED AT THE SERVICE LOCATION WITH APPROVED CONNECTOR TOBOND A GROUNDING CONDUCTOR SIZED PER TABLE 250 TO THE STEEL AND ADRIVEN ROD GROUND (MINIMUM 5/8" BY 8' DEEP) WITH #6 COPPER GROUNDINGCONDUCTOR. IF AVAILABLE ON THE PREMISES, ALSO BOND METAL COLD WATERPIPING, METAL BUILDING FRAME AND GROUND RING WITH JUMPERS SIZED FROM250-94.

5. ELECTRIC SERVICE ENTRANCE: SEE LOAD CALCULATIONS. (3) #1 CU IN 2" CONDUIT

6. NOT USED.

7. PANEL FEEDER: SEE LOAD CALCULATIONS AND PANEL SCHEDULES. ( 1 ) 125AMP-240 V-2P

8. ELECTRIC PANEL: . MCB SEE PANEL SCHEDULE FOR SIZE,CIRCUIT IDENTIFICATION, LOADING, ETC.

9. NOT USED

10. NOT USED

11. NOT USED

12. SEPARATE 1" CONDUITS STUBBED DOWN TO PROVIDE SECURED TELEPHONE ANDTELEVISION SERVICE ENTRANCE.

13. OPTION: OVERHEAD SERVICE LATERAL. VERIFY AND COORDINATE W/ARCHITECT/OWNER.

14. AVAILABLE FAULT CURRENT: ALL SERVICE EQUIPMENT SHALL BE RATED FOR 22,000AIC MINIMUM. SEE SPECIFICATION #16220-2. ELECTRICAL CONTRACTOR SHALLVERIFY AND COORDINATE WITH POWER COMPANY REPRESENTATIVE.

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LOAD CALCULATIONS : "A" - 1,680 120/240-1Ø-3W-125A MCB

LIGHTING : 3 VA x 1,680 SQFT = 5,040 VA

APPLIANCES : 1,500 x 2 EA = 3,000

REFRIGERATOR : 1,000 x 1 = 1,000DISHWASHER : 1,500 x 1 = 1,500

DISPOSAL : 1,000 x 1 = 1,000RANGE (TABLE220.19) : 8,000 x 1 = 8,000MICROWAVE : 1,500 x 1 = 1,500WATER HEATER : 4,500 x 1 = 4,500

CLOTHES WASHER : 1,500 x 1 = 1,500

CLOTHES DRYER : 5,000 x 1 = 5,000

TOTAL : = 32,040 VA

DEMAND CALCULATION

1ST 10,000 : 10,000 VA x 1.00 VA = 10,000

BALANCE : 22,040 x 0.40 = 8,816HEAT ( - X - KW ) : 10,000 x 0.65 = 6,500

FANS ( - X - KW ) : 1,000 x 1.00 = 1,000

TOTAL : = 26,316 VA

AMPACITY DEMAND :

:AMPACITY DESIGN

@

@

240-1

240-1

V

V

=

=109.6

125.0

AMPS

AMPS

LOAD CALCULATIONS : "B" - 1,582 120/240-1Ø-3W-125A MCB

LIGHTING : 3 VA x 1,582 SQFT = 4,746 VA

APPLIANCES : 1,500 x 2 EA = 3,000

REFRIGERATOR : 1,000 x 1 = 1,000DISHWASHER : 1,500 x 1 = 1,500

DISPOSAL : 1,000 x 1 = 1,000RANGE (TABLE220.19) : 8,000 x 1 = 8,000MICROWAVE : 1,500 x 1 = 1,500WATER HEATER : 4,500 x 1 = 4,500

CLOTHES WASHER : 1,500 x 1 = 1,500

CLOTHES DRYER : 5,000 x 1 = 5,000

TOTAL : = 31,746 VA

DEMAND CALCULATION

1ST 10,000 : 10,000 VA x 1.00 VA = 10,000

BALANCE : 21,746 x 0.40 = 8,698HEAT ( - X - KW ) : 10,000 x 0.65 = 6,500

FANS ( - X - KW ) : 1,000 x 1.00 = 1,000

TOTAL : = 26,198 VA

AMPACITY DEMAND :

:AMPACITY DESIGN

@

@

240-1

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AMPS

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ELECTRICAL RISERSPECIFICATIONS

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NOTES/DETAILS

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COUNTER MOUNT, WHITE VITREOUS CHINA, FRONT OVERFLOW, SELF

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DRAINAGE

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FIXTURE CONNECTION SCHEDULE

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WASTE

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FIXTURE

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LAVATORY

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(LAV)

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COUNTER

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(WC)

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MOUNTING

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FLOOR

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3"

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RIMMING, SINGLE HANDLE FAUCET, POP UP DRAIN, A.A.V. 1ST FLOOR

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1.6 GPF WATER SAVER

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WHITE, VITREOUS CHINA, FLOOR MOUNTED, FLUSH TANK,

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REMARKS

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1/2"

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1 1/2"

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1/2"

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WATER

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HOT

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-----

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BRANCH SIZE

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WET

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VENT

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COLD

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1/2"

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%%USYMBOLS

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WATER CLOSET

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WC

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SHOCK ABSORBER

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VENT-THRU-ROOF

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MECHANICAL

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VTR

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W/

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V

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TYP

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UR.

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SA

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SAN

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WITH

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VENT

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TYPICAL

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URINAL

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SANITARY

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PLBG

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RM

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MECH

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MS

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LAV

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PLUMBING

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ROOM

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MOP SINK

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LAVATORY

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COLD WATER

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DRAINAGE FIXTURE UNITS

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ELECTRICAL

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FLOOR CLEAN-OUT

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FINISHED FLOOR

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FLOOR DRAIN

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GRADE CLEAN-OUT

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HOSE BIBB

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HAND SINK

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INVERT ELEVATION

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HOT WATER

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FF

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INV ELEV.

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KW

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HB

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HW

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GCO

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HS

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FD

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KILOWATT

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EA

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FCO

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ELEC

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DN

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CW

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DFU

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EACH

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DOWN

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ABOVE FINISHED FLOOR

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CONTINUATION

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ARCHITECTURAL

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CONC

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CONT

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CLG

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CO

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AFF

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ARCH

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ABV

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CONCRETE

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CEILING

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CLEANOUT

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ABOVE

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C

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L

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CENTER LINE

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HOT WATER CIRCULATING (HWC)

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STORM WATER

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SHOCK ABSORBER (SA)

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CHECK VALVE OR BACKWATER VALVE

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HOT WATER (HW)

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COLD WATER (CW)

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SANITARY DRAIN

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PIPE TURNING DOWN

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PIPE TURNING UP

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BALL VALVE

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S

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SW

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VENT (V)

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FLOOR SINK

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FS

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%%UABBREVIATIONS

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CONNECTION TO EXISTING

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EX

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EXISTING

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DW

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DOMESTIC WATER

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HOT WATER CIRCULATOR

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HWC

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GALLONS PER FLUSH

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GPF

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THOUSAND BTU

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MBTU

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SHOWER

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(SH)

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FLOOR

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2"

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1/2"

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WET

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1/2"

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1 1/2"

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BALANCE OF PIPING

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%%UCLEANOUT TO GRADE (COTG)

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CLEANOUT DETAILS

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IN CARPETED AREA

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CLEANOUT NOT TO BE LOCATED

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%%UFLOOR CLEANOUT (FCO)

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SCALE: NTS

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SAME AS CLEANOUT

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TO GRADE

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LENGTH TO SUIT

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WASTE LINE

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1/8" BEND

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OCCURS AT END OF LINE

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1/8" BEND IF CLEANOUT

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WASTE LINE

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CONCRETE PAD

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CLEANOUT AND ACCESS

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COVER. TOP OF COVER

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TO BE FLUSH W/TOP OF

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TO BE FLUSH W/TOP OF

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COVER. TOP OF COVER

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CLEANOUT AND ACCESS

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1/8" BEND

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FLOOR

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FLOOR LINE

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TROWEL SMOOTH AND EDGE

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16" SQUARE CONCRETE PAD

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FINISHED GRADE

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KITCHEN SINK

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(KS)

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COUNTER

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FAUCET W/PULL-UP SPRAY, CRUMB CATCHER DRAIN BASKET, SHOCK ABSORBER AT D/W

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DOUBLE BOWL, STAINLESS STEEL, SELF RIMMING, WATER SAVER, SINGLE HANDLE SWIVEL SPOUT

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1/2"

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A.A.V.

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1/2"

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1 1/2"

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PLUMBING NOTES AND SPECIFICATIONS 1. THE PLUMBING PLAN SHALL COMPLY WITH THE 6TH EDITION 2017 FLORIDA THE PLUMBING PLAN SHALL COMPLY WITH THE 6TH EDITION 2017 FLORIDA BUILDING CODE AND PLUMBING CODE, AND ALL LOCAL CODES AS MAY BE APPLICABLE. SIX SHOP DRAWINGS SUBMITTALS OF ALL MAJOR EQUIPMENT SHALL BE REQUIRED FOR APPROVAL PRIOR TO ORDERING AND PROCUREMENT OF SAME. 2. PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, PLANS ARE DIAGRAMMATIC ONLY. THEY ARE INTENDED TO INDICATE CAPACITY, SIZE, LOCATION, DIRECTION AND GENERAL ARRANGEMENT, BUT NOT EXACT DETAILS OF CONSTRUCTION. THE FACT THAT ONLY CERTAIN FEATURES OF THE INSTALLATION ARE INDICATED MUST NOT BE TAKEN TO MEAN THAT OTHER SIMILAR OR DIFFERENT FEATURES WILL NOT BE REQUIRED. 3. THIS CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS TO THIS CONTRACTOR SHALL COORDINATE WITH THE OTHER CONTRACTORS TO INSURE THAT EACH TRADE SHALL HAVE SUFFICIENT SPACE TO INSTALL THEIR EQUIPMENT (DUCTWORK, PIPING, ELECTRICAL WORK, ETC.). 4. IN GENERAL, ALL PIPING SHALL BE RUN CONCEALED IN CEILING AND PIPE IN GENERAL, ALL PIPING SHALL BE RUN CONCEALED IN CEILING AND PIPE SPACES PROVIDED UNLESS NOTED OTHERWISE. 5. VERIFY ALL DIMENSIONS FORM ARCHITECTURAL PLANS FOR FIELD DIMENSIONS. VERIFY ALL DIMENSIONS FORM ARCHITECTURAL PLANS FOR FIELD DIMENSIONS. 6. PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNECTION TO EACH PROVIDE STOP OR ANGLE VALVES ON EACH WATER CONNECTION TO EACH PLUMBING FIXTURE. 7. BURIED PIPING NEAR FOUNDATION SHALL BE INSTALLED IN ACCORDANCE WITH BURIED PIPING NEAR FOUNDATION SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD PLUMBING CODE INSTRUCTIONS ON PROTECTION OF PIPES. 8. PLUMBING SYSTEM INSTALLER SHALL PROVIDE ALL STRUCTURAL MEMBERS, PLUMBING SYSTEM INSTALLER SHALL PROVIDE ALL STRUCTURAL MEMBERS, SUPPORT BRACKETS, FLASHING, HARDWARE, ETC., REQUIRED TO INSTALL A COMPLETE SYSTEM. 9. AN AIR CHAMBER/SHOCK ABSORBER WATER HAMMER ARRESTOR SHALL BE AN AIR CHAMBER/SHOCK ABSORBER WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK-CLOSING VALVES ARE USED TO PREVENT WATER HAMMER, SUCH AS ON WASHING MACHINES, ICE MAKERS, DISHWASHERS, AND DRINKING FOUNTAINS. THE ARRESTOR SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS, BE ACCESSIBLE, AND SHALL CONFORM TO ASSE 1010. 10. UNLESS NOTED OTHERWISE, ALL MATERIALS SHALL BE NEW, COMPLETE, INCLUDE UNLESS NOTED OTHERWISE, ALL MATERIALS SHALL BE NEW, COMPLETE, INCLUDE MANUFACTURER'S WARRANTY AND SHALL BE U.L. APPROVED IF APPLICABLE. ALL WORK SHALL PRESENT A NEAT MECHANICAL APPEARANCE WHEN COMPLETED. 11. ALL RISES AND DROPS IN PIPING NOT NECESSARILY SHOWN. ALL RISES AND DROPS IN PIPING NOT NECESSARILY SHOWN. 12. CONTRACTOR SHALL VERIFY ELEVATIONS OF UTILITY CONNECTIONS ON SITE CONTRACTOR SHALL VERIFY ELEVATIONS OF UTILITY CONNECTIONS ON SITE PRIOR TO COMMENCING WORK. 13. COLD PIPING SHALL BE TYPE "L" COPPER OR CPVC ABOVE GRADE AND COLD PIPING SHALL BE TYPE "L" COPPER OR CPVC ABOVE GRADE AND SCHEDULE 40 SOLID PVC BELOW GRADE IN ACCORDANCE WITH FPC TABLES 605.3 AND 605.4. 14. BELOW GRADE DRAINAGE PIPING SHALL BE MINIMUM SCHEDULE 40 SOLID PVC BELOW GRADE DRAINAGE PIPING SHALL BE MINIMUM SCHEDULE 40 SOLID PVC TYPE DWV. UNDER VEHICLE TRAFFIC ALL WASTE, VENT, SEWER AND STORM LINES SHALL BE OF CAST IRON SOIL PIPE AND FITTINGS AND SHALL CONFORM TO THE REQUIREMENTS OF CISPI STANDARD 301 OR ASTM A 888 FOR ALL PIPE AND FITTINGS. PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSITITUTE OR RECEIVE PRIOR APPROVAL OF THE ENGINEER. ABOVE GRADE DWV PIPING SHALL BE AT A MINIMUM SCHEDULE 40 SOLID PVC TYPE DWV OR COEXTRUDED PIPING WITH CELLULAR CORE. ALL UNDER GROUND OR ABOVE GROUND DRAINAGE PIPING SHALL BE IN ACCORDANCE TO FPC TABLES 702.1 AND 702.2. 15. FIXTURES SHALL BE AS SCHEDULED OR AS SELECTED BY ARCHITECT. SEE FIXTURES SHALL BE AS SCHEDULED OR AS SELECTED BY ARCHITECT. SEE LIST OF ACCEPTABLE MANUFACTURERS. A. LAVS, SERVICE SINKS, WATER CLOSETS, URINALS, BATH TUBS: AMERICAN LAVS, SERVICE SINKS, WATER CLOSETS, URINALS, BATH TUBS: AMERICAN STANDARD, CRANE CO., ELJER PLUMBING WARE DIV., KOHLER CO. B. STAINLESS STEEL SINKS: AMERICAN STANDARD, ELKAY MFG. CO., DAYTON STAINLESS STEEL SINKS: AMERICAN STANDARD, ELKAY MFG. CO., DAYTON C. FAUCETS: AMERICAN STARDARD, CHICAGO FAUCET CO., DELTA FAUCET CO., FAUCETS: AMERICAN STARDARD, CHICAGO FAUCET CO., DELTA FAUCET CO., ELJER PLUMBING WARE DIV., KOHLER CO., T&S BRASS, SPEAKER MAN. D. FLUSH VALVES: COYONE & DELNAY CO., SLOAN VALVE CO. FLUSH VALVES: COYONE & DELNAY CO., SLOAN VALVE CO. E. WATER CLOSET SEATS: BEMIS MFG. CO., KOHLER CO., BENEKE CORP., WATER CLOSET SEATS: BEMIS MFG. CO., KOHLER CO., BENEKE CORP., FORBES-WRIGHT INDUSTRIES, INC., CHURCH PRODUCTS, OLSONITE CORP., OLSONITE SEATS. F. FIXTURE SUPPORTS: JOSAM MFG. CO., KOHLER CO., TYLER PIPE, ZURN FIXTURE SUPPORTS: JOSAM MFG. CO., KOHLER CO., TYLER PIPE, ZURN INDUSTRIES INC., HYDROMECHANICS DIV. G. ROOF DRAINS: ZURN OR SIOUX CHIEF. 16. THIS CONTRACTOR IS RESPONSIBLE FOR ALL HVAC CONDENSATE DRAINS THIS CONTRACTOR IS RESPONSIBLE FOR ALL HVAC CONDENSATE DRAINS INCLUDING PIPING, INSULATION THEREOF, AND DRYWELLS/RECEPTORS. 17. PLUMBING CONTRACTOR RESPONSIBILITY TO BE TO 5' BEYOND BUILDING LINE PLUMBING CONTRACTOR RESPONSIBILITY TO BE TO 5' BEYOND BUILDING LINE FINAL CONNECTION TO SITE UTILITIES TO BE PLUMBER'S RESPONSIBILITY. 18. PROVIDE CLEAN-OUTS AT EACH STACK RISER, AT EACH 90 DEGREE CHANGE IN PROVIDE CLEAN-OUTS AT EACH STACK RISER, AT EACH 90 DEGREE CHANGE IN HORIZONTAL DIRECTION, AND AT EACH EXIT FROM BUILDING. 19. PROVIDE MAIN SHUTOFF VALVE, RUBBER FACED CHECK VALVE, VACUUM, PROVIDE MAIN SHUTOFF VALVE, RUBBER FACED CHECK VALVE, VACUUM, BREAKER AND HOSE BIB ON COLD WATER MAIN ENTERING THE BUILDING. PROVIDE SHUTOFF VALVE ON THE WATER SUPPLY PIPE TO EVERY WATER HEATER. 20. SILLCOCKS, HOSE BIBS, AND OTHER OPENINGS WITH A HOSE CONNECTION SILLCOCKS, HOSE BIBS, AND OTHER OPENINGS WITH A HOSE CONNECTION SHALL BE PROTECTED BY AN ATMOSPHERIC-TYPE VACUUM BREAKER OR PERMANANTLY ATTACHED HOSE CONNECTION VACUUM BREAKER. 21. CONNECT WATER MAIN TO VALVE OR STUB PROVIDED BY SITE UTILITY CONNECT WATER MAIN TO VALVE OR STUB PROVIDED BY SITE UTILITY CONTRACTOR. PROVIDE FOR CHLORINATION OF FINAL WATER CONNECTION. 22. PROVIDE AT LEAST ONE 3" MAIN VENT-THRU-ROOF IN BUILDING. PROVIDE AT LEAST ONE 3" MAIN VENT-THRU-ROOF IN BUILDING. 23. PROVIDE AT ALL REFRIGERATOR LOCATIONS A MINIMUM 3/8" C.W. LINE TO 1/4" PROVIDE AT ALL REFRIGERATOR LOCATIONS A MINIMUM 3/8" C.W. LINE TO 1/4" PETCOCK 6" ABOVE FLOOR. FURNISH 48" OF 1/4" SOFT COPPER TUBING FOR CONNECTION TO REFRIGERATOR. 24. INSULATE ALL DOMESTIC HOT WATER LINES WITH ARMAFLEX RUBBER INSULATION INSULATE ALL DOMESTIC HOT WATER LINES WITH ARMAFLEX RUBBER INSULATION EXCEPT FOR CPVC PIPING. 25. WORK SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS AND OTHER COSTS AS WORK SHALL INCLUDE ALL LABOR, MATERIALS, PERMITS AND OTHER COSTS AS ARE NECESSARY FOR THE INSTALLATION OF A COMPLETE AND SATISFACTORY OPERATIONAL PLUMBING SYSTEM. 26. ALL EQUIPMENT FIXTURES, ETC. SHALL BE TESTED, ADJUSTED AND OPERATED ALL EQUIPMENT FIXTURES, ETC. SHALL BE TESTED, ADJUSTED AND OPERATED AS INDICATED ON THE PLANS AND PLACED IN SATISFACTORY OPERATIONAL CONDITION BY THE PLUMBING CONTRACTOR. THIS CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP. MATERIALS AND EQUIPMENT TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF CERTIFICATE OF OCCUPANCY. THIS IS IN ADDITION TO ANY WARRANTY OR GUARANTEE FROM THE EQUIPMENT MANUFACTURER. FURNISH THE OWNER WITH THE MANUFACTURER'S WRITTEN CERTIFICATES. 27. NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION NOTICE TO CONTRACTOR: REVISIONS TO THESE DRAWINGS AND CERTIFICATION THERETO WHICH MAY BE REQUIRED BECAUSE OF CONTRACTOR OPTED REVISIONS, SHALL BE COMPENSATED TO THE ENGINEER BY THE REQUESTING CONTRACTOR. PAYMENT SHALL BE REQUIRED AT THE TIME OF CERTIFICATION DELIVERY.

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BATHTUB

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(BT)

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FLOOR

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2"

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1/2"

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WET

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1/2"

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AIR ADMITTANCE VALVE

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AAV

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FLOOR MOUNT, ENAMELED CAST IRON, OVERFLOW, SINGLE HANDLE, SHOWER DIVERTER,

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LEVER OPERATED DRAIN, 2.5 GPM WATER SAVER

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FLOOR MOUNT, SINGLE HANDLE FAUCET,

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GRID DRAIN, 2.5 GPM WATER SAVER

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WATER HEATER SCHEDULE

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NOTES

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MARK

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DESCRIPTION

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MANUFACTURER

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MODEL

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CAPACITY (GALLONS)

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CW

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HW

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ENERGY FACTOR

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ELEMENTS

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0.95

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3/4"

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50

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BY OWNER

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RHEEM

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ELECTRIC WATER HEATER

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TWO 4500 WATTS

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3/4"

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--

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ACCEPTABLE ALTERNATE MANUFACTURERS INCLUDE RUUD, AND AMERICAN STANDARD

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NOTES:

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3/4" HW TO FIXTURES

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1" DRAIN TO OUTSIDE; ROUTING DETERMINED BY PLUMBING CONTRACTOR

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3/4" RELIEF VALVE

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3/4" RELIEF PIPE (COPPER)

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EWH

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1" AIR GAP

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HEAT TRAP

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2 GAL. EXP. TANK

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WATER HEATER DETAIL

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1-1/2" H. SAFETY PAN

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N.T.S.

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3/4" CW SUPPLY

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FULL PORT BALL VALVE

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CW TO UNIT

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CW FROM UTILITY

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FULL PORT BALL VALVE

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EWH-1

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NOTES

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1. PLEASE REFER TO PLUMBING SPECIFICATIONS FOR PIPE MATERIAL REQUIREMENTS.

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2. PROVIDE SHUT OFF VALVES IN WATER DISTRIBUTION PIPES AS SHOWN ON PLUMBING FLOOR PLANS, DETAILS, AND SPECIFICATIONS.

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3. DRAINAGE FIXTURE UNITS BASED ON FLUSH TANK WATER CLOSETS.

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4. THIS TABLE BASED FPC 2014 TABLES 709.1 BUILDING DRAINS/SEWERS AND E103.3 WATER SUPPLY.

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SANITARY

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QUANTITY

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PLUMBING FIXTURE UNITS CALCULATION TABLE

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LOCATION DESCRIPTION

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DESCRIPTION / SANITARY DFUS

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TOTAL DFUS

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RECOMMENDED LINE SIZE

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ACTUAL SIZE 3"

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10

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BATHROOM GROUP

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UNIT "A"

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5 DFUS / BATHROOM GROUP

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2

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ACTUAL SIZE 3"

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3

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WATER CLOSET

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1

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1

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LAV

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1

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ACTUAL SIZE 2"

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2

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WASHING MACHINE

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1

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ACTUAL SIZE 3"

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18

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UNIT "A" TOTAL FIXTURE UNITS

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ACTUAL SIZE 2"

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2

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1

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KITCHEN SINK W/GRINDER AND DISHWASHER

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UNIT "B"

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UNIT "B" TOTAL FIXTURE UNITS

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DOMESTIC WATER

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DESCRIPTION / SUPPLY SFUS

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TOTAL SFUS

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RECOMMENDED LINE SIZE

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1/2"

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7.2

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BATHROOM GROUP

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3.6 SFUS / BATHROOM GROUP

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WATER CLOSET

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WASHING MACHINE

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DISHWASHER

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1/2"

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1/2"

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1/2"

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1/2"

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1/2"

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3/4", 18 GPM @ 50 PSI MIN

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2.2

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0.7

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1.4

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1.4

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1.4

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14.3

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ACTUAL SIZE 3"

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10

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BATHROOM GROUP

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5 DFUS / BATHROOM GROUP

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2

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3

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WATER CLOSET

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1

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1

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1

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ACTUAL SIZE 2"

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2

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WASHING MACHINE

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1

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ACTUAL SIZE 3"

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18

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ACTUAL SIZE 2"

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2

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1

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KITCHEN SINK W/GRINDER AND DISHWASHER

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1/2"

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7.2

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BATHROOM GROUP

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3.6 SFUS / BATHROOM GROUP

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WATER CLOSET

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DISHWASHER

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1/2"

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1/2"

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1/2"

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1/2"

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2.2

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1.4

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1.4

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1.4

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14.3

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WATER CLOSET

2 31 4 5 6 7

GARAGE

KITCHEN

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FOYER

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SCALE: 3/16"=1'-0"

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%%UFIRST FLOOR PLUMBING PLAN

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%%UNOTE:

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~

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3" SAN. TO SEWER

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3" G.C.O.

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UNLESS OTHERWISE NOTED, ALL HOT AND COLD WATER DROPS AND RISES ARE TO BE 1/2" IN SIZE.

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50 GAL. E.W.H.

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~

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3/4" CW

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3/4" CW UP

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3/4" INCOMING DOMESTIC WATER

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KS

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D/W

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3" SAN

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REF

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~

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LAV

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WC

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3" G.C.O.

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LAV

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WC

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50 GAL. E.W.H.

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REF

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3/4" CW UP

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RUN WATER LINES UNDER FLOOR IN 3" PVC CONDUIT FROM WALL TO ISLAND SINK

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KS

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D/W

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HB

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HB

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BELOW CNTR

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3" SAN UG

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3" SAN UG

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3" SAN UG

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H/CW UP

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H/CW UP

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H/CW UP

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SAN AND CW UP

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H/CW UP

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SAN AND CW UP

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SAN, HW AND CW UP

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3/4" CW

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BELOW CNTR

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3" SAN UG

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3" SAN

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H/CW UP

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H/CW UP

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H/CW DN

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CW DN

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~

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3" G.C.O.

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LAV

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WC

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50 GAL. E.W.H.

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REF

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~

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3/4" CW UP

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KS

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HB

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW DN

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CW DN

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3" SAN. TO SEWER

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~

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3" G.C.O.

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LAV

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WC

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50 GAL. E.W.H.

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REF

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3/4" CW UP

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KS

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SAN AND CW UP

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BELOW CNTR

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SAN, HW AND CW UP

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW DN

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CW DN

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~

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3" SAN. TO SEWER

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3" G.C.O.

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50 GAL. E.W.H.

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~

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KS

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D/W

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3" SAN

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REF

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LAV

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WC

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3" G.C.O.

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LAV

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WC

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50 GAL. E.W.H.

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REF

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~

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3/4" CW

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3/4" CW UP

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KS

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D/W

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HB

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HB

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BELOW CNTR

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3" SAN UG

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3" SAN UG

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3" SAN UG

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H/CW UP

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H/CW UP

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H/CW UP

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SAN AND CW UP

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H/CW UP

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SAN AND CW UP

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SAN, HW AND CW UP

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3/4" CW

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SAN AND CW UP

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SAN AND CW UP

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BELOW CNTR

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3" SAN UG

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3" SAN

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SAN, HW AND CW UP

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW UP

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H/CW DN

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CW DN

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CO

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CO

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3"

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2" VTR

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3" SAN

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WC

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3"

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3" SAN

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2"

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2"

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LAV

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1-1/4"

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A.A.V.

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3" SAN

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3" SAN

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3" SAN

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CO

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3"

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2"

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2"

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KS

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1-1/2"

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A.A.V.

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1-1/2"

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DISHWASHER

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3" SAN

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3" SAN

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3" SAN

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3"

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2"

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W/M

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CO

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3"

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3" SAN

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WC

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3"

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2" SAN

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2" SAN

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BT

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2"

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2"

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2"

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A.A.V.

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1-1/4"

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LAV

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WC

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3"

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SH

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2" SAN

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LAV

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2"

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A.A.V.

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1-1/4"

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2" SAN

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2" SAN

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LAV

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2"

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A.A.V.

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1-1/4"

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2"

2 31 4 5 6 7

MASTER SUITE

BATH #3

BEDROOM #2

BEDROOM #3

BEDROOM #3

BEDROOM #2

MASTER SUITE

LOFT

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WIC

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MASTERBATH

MASTER SUITE

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BEDROOM #3

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BEDROOM #2

BEDROOM #3

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MASTER SUITE

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BEDROOM #3

WIC

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P-3

2nd FLOOR PLUMBING

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SH

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WC

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%%UNOTE:

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SCALE: 3/16"=1'-0"

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%%USECOND FLOOR PLUMBING PLAN

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UNLESS OTHERWISE NOTED, ALL HOT AND COLD WATER DROPS TO BE 1/2".

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W/M

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3" SAN DOWN WITH 2" VTR

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3" SAN DOWN

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2" SAN UP

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LAV

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2" SAN UP

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BT

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LAV

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WC

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3" SAN DOWN

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2" SAN UP

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W/M

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SH

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WC

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3" SAN DOWN

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2" SAN UP

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LAV

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LAV

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WC

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BT

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3" SAN DOWN

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2" SAN UP

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%%URISER 2

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SH

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LAV

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WC

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W/M

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3" SAN DOWN

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2" SAN UP

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LAV

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2" SAN UP

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BT

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LAV

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WC

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3" SAN DOWN

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2" SAN UP

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W/M

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SH

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WC

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3" SAN DOWN

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2" SAN UP

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LAV

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LAV

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WC

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BT

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3" SAN DOWN

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2" SAN UP

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W/M

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SH

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WC

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3" SAN DOWN

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2" SAN UP

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LAV

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LAV

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WC

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BT

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3" SAN DOWN

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2" SAN UP

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W/M

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SH

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WC

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3" SAN DOWN

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2" SAN UP

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LAV

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LAV

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WC

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BT

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3" SAN DOWN

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2" SAN UP

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%%UUNIT "B" RISER

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%%URISER 2

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CO

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WC

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3" SAN

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2"

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2"

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LAV

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1-1/4"

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A.A.V.

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3" SAN

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3" SAN

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3"

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2"

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CO

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2" VTR

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2"

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W/M

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CO

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3"

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WC

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3"

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2" SAN

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2" SAN

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SH

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2"

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2"

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KS

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1-1/2"

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A.A.V.

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DISHWASHER

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3" SAN

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CO

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3"

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3" SAN

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3" SAN

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WC

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2"

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BT

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3" SAN

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3"

Documents

BEAMS BY OTHER TOP @ 0'-0 BEAM BY OTHERS TOP @ 0'-0 L BLDG... · =DO NOT CUT END APPROXIMATE HOLE LOCATIONS APPROXIMATE HOLE LOCATIONS APPROXIMATE HOLE LOCATIONS APPROXIMATE HOLE