http://www.documents.newrosemont.com/Blueprint by Wilson Tabare

FTG-1

3000 P.S.I. CONCRETE SLAB, 4" THK, W/6 x 6 x A W1.4 x W1.4 W.W.F. ON 6 MIL POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED CLEAN FILL WITH TERMITE TREATMENT- FIBERMESH APPROVED OPTIONAL

2 6.1

FTG-1

UNIT 2

FTG-2

FTG-3

FTG-1

UNIT 3

UNIT 4

FTG-2

UNIT 5

FTG-2

UNIT 6

FTG-2

3' 0"

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

Since 1973 FTG-3

aip@aipdesign.com www.aipdesign.com

FTG-3

FTG-1

UNIT 1 1' 4"

FTG-3

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

Architecture, Construction Management, Planning and Interiors

FTG-3

AIP Design, Inc

1/4" /FT. SLOP

FTG-3 1/4" /FT. SLOP

FTG-3

1/4" /FT. SLOP

FTG-3 99'-8" TOP OF SLAB

1/4" /FT. SLOP

4 A 6.2

1/4" /FT. SLOP

ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF ARCHITECTS IN PARTNERSHIP EAST, INC., AND/OR FIGBAR ASSOCIATES, INC., AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON AND IN CONNECTION WITH THIS SPECIFIC PROJECT.

3 A 6.2

FTG-1

SLOPE

SLOPE FTG-3

FTG-3

FILLED CELL (TYP.)

FTG-1

PLOT DATE: 6/5/2008, 10:01 AM

FTG-1

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

ORLANDO, FLORIDA.

FTG-3

FTG-1

4129-39 SOUTH LAKE PARKWAY

99'-8" TOP OF SLAB

FTG-1

SLOPE

TYPICAL WOOD COLUMN 4 x 4

FTG-1

SLOPE

1 A 6.1

FTG-3

SLOPE

BROOM FINISH CONCRETE STOOP, TYP.

FTG-1

SLOPE

FTG-1

NEW ROSEMONT TOWN HOMES

100'-0" TOP OF SLAB

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 2.1- Foundation Plan.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

* SEE PAGES A 6.1 AND A 6.2 FOR FOOTING DETAILS

FOUNDATION SCHEDULE SIZE/REIN. FTG - 1 FTG - 2 FTG - 3

1' - 4" x 20" DP. W/ 3#5 CONTINUOS 3' - 0' x 12" DP. W/ 3#5 CONTINUOS 8" x 8" DP. W/ 1#5 CONTINUOS

NOTE: FILLED CELL W/ # 5, MAX 6' O.C (TYP) OR AS SHOWN ON PLANS.

Mark

Date REVISIONS Title

BUILDING FOUNDATION PLAN Job Number: 0730 Date: 10-01-07 Drawn:

Checked:

AIP

Sheet No.

A 2.1

Since 1973 L-3

24' 8"

L-3

24' 8"

L-3

L-3 FT - 1

L-3

FT - 1

24' 8"

L-3

F4 F4 F4

FT - 1

2 A 6.1

FT - 1

F3 GIRDER

GIRDER

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

24' 8"

AIP Design, Inc

24' 8"

aip@aipdesign.com www.aipdesign.com

148' 8"

PRE-ENGINEERED METAL ROOF BELOW BY OTHERS

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

Architecture, Construction Management, Planning and Interiors

4 A 6.2

FT - 1

3 A 6.2

F4 GIRDER

GIRDER

F4 FT - 2

FT - 2 GIRDER

GIRDER

FT - 2

GIRDER

FT - 1

F4 F4

TRUSSES "D" @ 24" O.C. L-1 F3

GIRDER

L-2

TRUSSES "D" @ 24" O.C. L-1 F3

TRUSSES "B" @ 2' - 0" O.C.

TRUSSES "C" @ 24" O.C.

TRUSSES "B" @ 2' - 0" O.C.

TRUSSES "B" @ 2' - 0" O.C. F2

TRUSSES "D" @ 24" O.C. L-1 F3

L-2

F3 F3

TRUSSES "D" @ 24" O.C. L-2

TRUSSES "C" @ 24" O.C.

F2 TRUSSES "B" @ 2' - 0" O.C.

TRUSSES "B" @ 2' - 0" O.C. F2

L-3 F3

F3 F3

L-3 F3

TRUSSES "C" @ 24" O.C.

TRUSSES "B" @ 2' - 0" O.C.

F3 F3

F4 GIRDER

L-3 F3

L-3

L-3 F3

F3 F3

FLOOR / ROOF FRAMING PLAN SCALE : 3/16" = 1' - 0"

* SEE PAGE A 4.3 FOR TRUSS PROFILES

(TABLE 2)

FLOOR TRUSS TABLE

PRECAST LINTEL (8" x 8" FILLED AND UNFILLED) BY QUALITY PRECAST COMPANY Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No.

Nominal

Total

No Fill

Filled

Clear

Lintel

No Steel

(1)#5

(2)#5

Span

L-1

3' 2"

L-2

4' 0"

4' 6"

2917

3686

3817

2304

2906

3010

L-3

6' 2"

7'6"

1484

1865

1932

L-4

7' 0"

8'4"

1304

1636

1696

Note:

5' 4"

(P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands.

SPAN

SPACING

DEPTH

24' - 8"

24" O.C.

20"

FT - 2

7' - 6"

24" O.C.

20"

7 5/8"

(TABLE 1)

No. FT - 1

(TABLE 3) 3" 1-5/8" 7-5/8"

FASTENER SCHEDULE Mark

DETAIL "A"

No.

MANUF.

7 5/8"

PLOT DATE: 6/5/2008, 10:04 AM

L-3 F3

TRUSSES "C" @ 24" O.C.

L-2

TRUSSES "C" @ 24" O.C.

L-2

TRUSSES "D" @ 24" O.C. L-1

GIRDER

L-2

1 A 6.1

GIRDER

FT - 1

GIRDER

FT - 1

ORLANDO, FLORIDA.

NEW ROSEMONT TOWN HOMES

GIRDER

FT - 1

GIRDER

4129-39 SOUTH LAKE PARKWAY

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 3.1- Floor Framing Plan.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

F2 F3

3-3/16"

7-5/8"

DETAIL "B"

MODEL

NAILING

SIMPSON

H 14

12-8d x 1½ /13 - 8d

SIMPSON

H 2-5A

SIMPSON

META 16

9 - 10d x ; 1-1/2 OR 7 - 16d

THGQ2-SDS3

(CMU) 28 - TITEN 1/4 x 2 - 3/4 (JOIST) 14 - SDS 1/2" x 3"

SIMPSON

Date REVISIONS

5 - 8d / 5 - 8d

Title

BUILDING FLOOR/ROOF FRAMING PLAN Job Number: 0730 Date: 10-01-07 Drawn:

Checked:

AIP

Sheet No.

A 3.1

F1 HR-1

HR-2 F1 F1

F1 HR-1

2 A 6.1

TRUSSES "A" @ 2' 0" O.C.

HR-2 F1

F1 HR-1

F 1F 1

F1 HR-1

F 1F 1

HR-2 F1

F1 HR-1

F 1F 1

F1 HR-1

TRUSSES "A" @ 2' 0" O.C.

HR-2 F1

F1 HR-1

HR-2 F1

F1 HR-1

TRUSSES "A" @ 2' 0" O.C.

HR-2 F1

F 1F 1

HR-2 F1

F1 HR-2

F1 HR-2 F1 F1

TRUSSES "A" @ 2' 0" O.C.

F1 HR-1

24' 8"

F1 HR-1

HR-2 F1 F1

TRUSSES "A" @ 2' 0" O.C.

HR-2 F1

1 A 6.1

ROOF FRAMING PLAN SCALE : 3/16" = 1' - 0"

* SEE PAGE A 3.1 FOR FASTENER SCHEDULE

LUMBER STANDARD: AM, SOFTWOOD LUMBER. PS 20 (U.S. DEPT. COMM.) 345, 19% MOISTURE AT THE TIME OF DRESSING, EXCEPT AS OTHERWISE INDICATED.

12 5

TREAT CANTS, NAILERS, BLOCKING, STRIPPING AND SIMILAR ITEMS IN CONNECTION WITH ROOFING, FLASHING, VAPOR BARRIERS AND WATERPROOFING.

PLOT DATE: 6/5/2008, 10:03 AM

CLAY TILES ROOF BELOW

ORLANDO, FLORIDA.

24' 8"

4129-39 SOUTH LAKE PARKWAY

24' 8"

AIP Design, Inc

24' 8"

2' 8"

PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS LAYOUT IS FOR REFERENCE ONLY, FABRICATOR TO VERIFY ALL SHAPES & DIMENSIONS. PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER PRIOR TO FABRICATION , TYP. PROVIDE UPLIFT INFORMATION.

24' 8"

NEW ROSEMONT TOWN HOMES

24' 8"

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

148' 8"

aip@aipdesign.com www.aipdesign.com

4 A 6.2

PRE-ENGINEERED M ETAL ROOF BELOW BY OTHERS

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

Architecture, Construction Management, Planning and Interiors

Since 1973

3 A 6.2

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 3.2- Roof Framing Plan.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

TRUSS "A" 26' - 10"

1' 4"

TREAT SILLS, BLOCKING, FURRING, AND SIMILAR ITEMS IN DIRECT CONTACT WITH MASONRY OR CONCRETE.

1' 4"

PLYWOOD SHEATHING: OSB, EXTERIOR GLUE. A

12 5

GIRDER

TRUSS "B" 1' 4"

CARPENTRY INSTALLATION: STANDARDS: EXCEPT AS OTHERWISE INDICATED, COMPLY WITH CHAPTER 17 OF THE STANDARD BUILDING CODE INCLUDING NAILING, FIRESTOPPING, ANCHORAGE, FRAMING AND BRACING.

16' - 10"

GIRDER

TRUSS "C" 1' 4"

WOOD JOIST: PROVIDE A COMPUTER ENGINEERED WOOD JOIST FLOOR SYSTEM, EQUAL TO GNI-BEAM AS SUPPLY BY GANG-NAIL SYSTEMS INC.SUPPLIER WILL PROVIDE FLORIDA REG. ENG. SEALED DRAWINGS SUPPORTING SUBMITTED SHOP DRAWINGS INDICATING PROPER LAYOUT AND UNIT SIZES.

FOR HEADERS

7' - 4"

WOOD FURRING: 1 X 2 LEVELED TO TOLERANCE OF 1/8" IN 10' EXCEPT AS OTHERWISE SHOWN.

12 5

GIRDER

TRUSS "D"

HEADER SCHEDULE 2 - 2X'S

1' 4" 3' - 0"

END OF SECTION LIGHT FRAMING (4" X 4" MAX.): "STANDARD" GRADE, ANY SPECIES.

HEADER No.

TRUSS PROFILES

HR 1

5' - 0"

10"

HR 2

6' - 0"

10"

KILN-DRY TO 15% MOISTURE CONTENT AFTER TREATMENT, EXCEPT FOR WORK IN CONTACT WITH GROUND. PRESERVATIVE PRESSURE-TREATED WOOD: AMPS LB-2, PRESSURE-TREATED WITH WATER-BORNE PRESERVATIVE.

FLOOR LOADING

DL - 20 PSF LL - 40 PSF

ROOF LOADING

DL - 25 PSF LL - 20 PSF

Mark

Date REVISIONS Title

PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. PROVIDE ENGINEERED DRAWINGS SEALED BY FLORIDA REGISTERED ENGINEER PRIOR TO FABRICATION WITH HURRICANE TIE EACH TRUSS, TYPICAL.

BUILDING ROOF FRAMING PLANS

FRAMING NOTES: 1) ALL FRAMING MEMBERS UNLESS NOTED SHALL BE #2 YELLOW PINE KD. 2) TRUSS DRAWINGS SHALL PROVIDE UPLIFT REACTIONS AND DESIGN INFORMATION FOR SPECIFYING HURRICANE CLIPS ON SHOP DRAWINGS. 3) PROVIDE HURRICANE CLIPS WILL BE PROVIDED BASED ON UPLIFT INFORMATION PROVIDED ON THE TRUSS MANUFACTURER'S SHOP DRAWINGS 4) TRUSS DRAWINGS WILL BE PROVIDED TO THE BUILDING INSPECTOR AT FRAMING INSPECTION. 5) TRUSS DRAWINGS SHALL INDICATE UPLIFT REACTIONS AND DESIGN INFORMATION FOR SPECIFYING FASTENERS. 6) PROVIDE FASTENERS BASED ON UPLIFT INFORMATION AS INDICATED ON THE TRUSS MANUFACTURER'S DRAWINGS.

Job Number: 0730 Date: 10-01-07 Drawn:

Checked:

AIP

Sheet No.

A 3.2

2' 6"

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 4.1- Bldg. First Floor.SKF

46' 0"

4' 8"

29' 6" 1' 10" 24' 8"

21' 8"

6' 4" 1' 6" 1' 6" 24' 8"

12' 8" 6' 0"

12' 4" 12' 4" 21' 8"

6' 0" 12' 8"

UP 1' 6" 1' 6" 24' 8"

6' 0" 21' 8"

6' 0" 1' 6" 1' 6" 24' 8"

12' 8" 6' 0"

UP 21' 8"

6' 0" 12' 8"

UP 1' 6" 1' 6" 24' 8"

6' 0" 21' 8"

6' 0" 1' 6" 1' 6" 24' 8"

12' 8" 6' 0"

21' 8"

6' 0" 12' 8"

2 A 6.1

1 A 6.1

Mark

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

aip@aipdesign.com www.aipdesign.com

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

Since 1973

Architecture, Construction Management, Planning and Interiors

Sheet No.

A 4.1

ORLANDO, FLORIDA.

AIP Design, Inc

148' 8"

4129-39 SOUTH LAKE PARKWAY

2' 8"

4 A 6.2

NEW ROSEMONT TOWN HOMES

5' 0"

3 A 6.2

2' 6"

9' 0"

PLOT DATE: 6/5/2008, 10:05 AM

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

1' 10"

6' 4"

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

FIRST FLOOR PLAN

REVISIONS

Date

BUILDING FIRST FLOOR PLANS

Title

Job Number: 0730 Date: 10-01-07 Drawn: LM

Checked: AIP

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 4.2- Bldg. Second Floor.SKF

PLOT DATE: 6/5/2008, 10:44 AM

4" 6' 4" 24' 8" 12' 8" 6' 0" 6' 0"

UNIT 1

EWH 24' 8" 12' 8"

UNIT 1

6' 0" 6' 0" 24' 8" 12' 8" 6' 0" 148' 8"

UNIT 1

EWH EWH

EWH 6' 0" 24' 8" 12' 8"

UNIT 1

6' 0" 6' 0" 24' 8" 12' 8" 6' 0" 6' 0"

UNIT 1

24' 8" 12' 8"

2 A 7.1

UNIT 1

EWH

1 A 7.1

Mark

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

AIP Design, Inc

Architecture, Construction Management, Planning and Interiors

4 A 7.2

Sheet No.

A 4.2

ORLANDO, FLORIDA.

PRE-ENGINEERED M ETAL ROOF BELOW BY OTHERS

4129-39 SOUTH LAKE PARKWAY

3 A 7.2

NEW ROSEMONT TOWN HOMES

26' 10"

Since 1973

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

6' 4" 4"

CLAY TILES ROOF BE LOW

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

SECOND FLOOR PLAN

REVISIONS

Date

BUILDING SECOND FLOOR PLANS

Title

Job Number: 0730 Date: 10-01-07 Drawn: LM

Checked: AIP

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

PR E-ENGINEERED M ETAL ROOF BELOW BY OTH ER S

2' 4"

9' 4"

5' 9 "

3 ' 0"

B30

B9 1' 0"

10' 8"

W EZR 243 0 8' 0"

8' 0"

2' 6 "

W EZR 243 0

3 4x64" REFRIGER AT OR

KITCHEN PLAN WH

DISHW ASHER

SCALE : 3/8" = 1' - 0"

6' 3" 6 ' 0"

2' 0" 8' 0"

TABULATION 882 SF A/C FIRST FLOOR 662 SF A/C SECOND FLOOR

RO OF POR CH

M ASTER SUITE 7

14' 2"

16 ' 6 "

1,544 SF A/C TOTAL AREA 130 SF OPEN REAR PORCH 26 SF COVERED FRONT PORCH

ELEVATION 2

ELEVATION 3

SCALE : 3/8" = 1' - 0"

1,700 SF TOTAL UNDER ROOF CLAY TILES ROOF BELOW 2 - SH 25 W INDOW

12' 0"

BATH # 1

BATH # 3

12' 8"

FIRST FLOOR PLAN

SECOND FLOOR PLAN

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

BATH 1

BATH 2

SCALE : 1/2" = 1'- 0"

TYPETHICKNESS A B C D D D D D

ABBREVIATIONS: HM HO LLO W METAL BM SC SOLID COR E WD

1 1 1 1 1 1 1

3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 "

FRAM E DOOR REM AR KS HAR DWA RE M ATERIAL M ATERIAL FIBER GL. M TL ENTRANCE DO OR #1 SLIDING GLASS DOOR S SCW WD #2 INTERIOR DOO R HCW WD #2 WD BIFO LD DOO R M TL AL/GL AL BIFO LD DOO R M TL WD BIFO LD DOO R BIFO LD DOO R WD #2 HCW WD HCW BIFO LD DOO R #2

BY MA NUFA CTUR ER AL HC WO OD

BATH 3 A=46 Sq.F

SCALE : 1/2" = 1' - 0" A= 47 Sq.F

A LUM INUM GL HOLLOW COR E PT

GLASS PAINTED

M TL M ETAL

HARDWARE SCHEDULE SET # 1 KEY LOCK 1 1/2 PA IR -STANDAR D HINGES

SET # 2 LOCK SET W / KNOB 1 1/2 PA IR STANDAR D HINGES

NOTE: VERIFY W/ SPECIFICATIONS

PR IV ACY LOCK

DOOR No. 1 2 3 4 5 6 7 8 9 10 11 12 13

RM . NA ME KITCH EN LIVING RO OM DINING ROO M BATH # 1 FOYER BATH # 2 M ASTER SUITE STUDIO BATH # 3 BEDR OOM # 1 BEDR OOM # 2 HALL LAUNDR Y

FLOOR

BASE

CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT

* CER AM IC TILE AT BA TH TUBS 8 '- 0" H EIGHT ABBREVIATIONS: PGB PAINTED GYP . BD. W B W O OD BASE CPT CARP ET CT CERAM IC T ILE

WB WB WB WB WB WB WB WB WB WB WB WB WB

W ALLS PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB

SV SHEET VINIL VB VINYL BA SE

CLG. PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB

CLG. HT 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 " 8 '-0 "

SHOWER CAP

46"X 38" MIRROR

3 6"X 38" M IRR OR

3 6"X 38" M IRR OR 1' 4"

FAUCET

SEA LED CO NC.

SHOW ER CAP

Mark

8' 0"

SIZE 3' 0" x 6' 8" 6' 0 " x 6' 8 " 2' 8 " x6' 8 " 2' 8 " x 6 ' 8 " 1' 6 " x 6'8" 5' 0 " x 6'8" 6' 0 " x 6' 8 " 3' 0" x 6' 8"

8' 0"

DOOR No. 1 2 3 4 5 6 7 8

SCALE : 1/2" = 1' - 0"

ROOM FINISH SCHEDULE

8' 0"

DOOR SCHEDULE

A= 23 Sq.F

1' 4"

TOILET PAPER HOLDER

1' 10" FAUCET

BATH TUB

Date REVISIONS

TOILET PAP ER HOLDER

Title

SB 30

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 4.3- Unit Type A.SKF

PLOT DATE: 6/5/2008, 11:04 AM

BATH # 2

ORLANDO, FLORIDA.

2 - SH 25 W INDOW

6 ' 0" x 1' 6 " FIX GLASS W INDOW

4129-39 SOUTH LAKE PARKWAY

4' 0"

B15

10' 0"

1' 6 "

LAUNDR Y

7' 0"

7' 8"

3 7

STUDIO

1 ENTRANCE

SH 23 W INDOW

6 ' 0"

NEW ROSEMONT TOWN HOMES

4' 0"

2' 0"

3 ' 0"

REF.

5' 4 "

3' 7"

9' 5"

BATH # 2

5 8' 8"

2' 7 "

FOYER

6 ' 0"

W EZR 243 0

2' 0"

3' 6"

KITCH EN

3 ' 4"

8' 0" 1' 0"

3' 9"

2' 4"

4' 0"

2' 8"

HALL

1' 9 "

14' 4"

8' 8"

3 ' 4"

SCALE : 3/8" = 1' - 0"

10' 8"

16 ' 2"

2' 0"

7' 8"

5' 4 "

7' 8"

BATH # 3

ELEVATION 1

KITCH EN

1 4' 0"

2' 0"

3 ' 10"

2' 4"

26' 10"

3 ' 10"

29' 6"

BATH # 1 3

4' 0"

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

2' 0"

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

7' 8"

AIP Design, Inc.

12' 4"

RANGE

4' 6"

B30

3' 6"

BEDR OOM # 2

3 ' 0"

11' 6 "

BEDR OOM # 1

3 ' 0"

12' 4"

9' 8"

12' 2"

LIVING RO OM

15' 2"

DINING ROO M

8' 0"

1' 6 "

7' 2"

10' 8"

2' 0"

2' 4"

2' 6 "

11' 8"

Architecture, Construction Management, Planning and Interiors

1' 0" 2' 6 "

W 3 030

2' 6 "

2 - SH 25 W INDOW

W 213 0

5' 10"

W 3 024

24' 8"

1' 6 "

W 213 0

21' 8"

W 3 030

6 ' 0" ALL IDEAS, DES IGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY TH IS DRAWING ARE OWN ED BY AND TH E PROPERTY OF ARCH ITECT S IN PARTNE RS HIP EAST, INC., AND/OR FIGBAR ASSOCIATES, INC., AND WERE CREATED, EVOL VED AND DEVELOPED FOR T HE USE ON AND IN CONNE CTION WIT H THIS SPECIFIC PROJE CT.

12' 4"

SCR EEN PO RCH BY OTHERS

1' 6 "

Since 1973

13' 4" 1' 0""

BATH TUB

TOILET

TYPICAL UNIT

TOILET

4" BASE

Job Number: 6 ' 8"

5' 2"

3 ' 11" 9' 1"

A ENTRANCE DO OR

B SLIDING GLASS DOO R W / SCREEN

C INTERIOR DOOR

D BIFO LD DOO R

6 ' 4"

3 ' 0" 9' 4"

ELEVATION 1

SCALE : 1/2" = 1' - 0"

Date:

0730 10-01-07

Drawn:

Checked:

AIP

Sheet No.

A 4.3

Since 1973

ELV. 117'-8" T.O. FRAMING WALL STUCCO ON MTL. LATH,TYP.

SINGLE HUNG WINDOW

ELV. 108'-0" TOP OF BLOCK WALL

STUCCO ON CONC. BLK., TYP. FRONT DOOR W/ GLASS

ELV. 100'-0" TOP OF SLAB

UNIT 1

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

DECO RECTANGULAR COLUMN

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

FIXED GLASS WINDOW

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

Architecture, Construction Management, Planning and Interiors

ELV. 123'- 8" T.O.RIDGE

AIP Design, Inc

CLAY TILE ROOF

METAL FLASHIN TYP.

FRONT ELEVATION

E.J.

E.J. ELV. 117'-8" T.O. FRAMING WALL STUCCO ON MTL. LATH,TYP.

STUCCO ON MTL. LATH,TYP. 12

E.J.

ELV. 108'-0" TOP OF BLOCK WALL

CEMENT FINISH ON CONC. BLK.,TYP.

DECO RECTANGULAR COLUMN

PLOT DATE: 6/5/2008, 11:03 AM

ELV. 100'-0" TOP OF SLAB

LEFT SIDE ELEVATION

ORLANDO, FLORIDA.

ELV. 123'- 9" T.O.RIDGE

4129-39 SOUTH LAKE PARKWAY

NEW ROSEMONT TOWN HOMES

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

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 5.1- Elevations.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

RIGHT SIDE ELEVATION

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

ELV. 123'- 8" T.O.RIDGE

ELV. 117'-8" T.O. FRAMING WALL

E.J. E.J.

Mark

Date REVISIONS

E.J. E.J.

Title

ELV. 108'-0" TOP OF BLOCK WALL

EXTERIOR BUILDING ELEVATIONS Job Number: 0730 Date: 10-01-07

ELV. 100'-0" TOP OF SLAB

UNIT 1 METAL ROOF SCREEN PORCH BY OTHER, TYP.

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

Drawn:

Checked:

AIP

CEMENT FINISH ON CONC. BLK. ,TYP.

Sheet No.

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

A 5.1

NIGHT TABLE

2 - SH 25 WINDOW 2' 4" 7' 2"

11' 8"

BEDROOM 3 8 6 R 28 O O D

12' 2"

BEDROOM 2

11' 6"

SOFA

COFFEE

TABLE FAMILY ROOM 15' 2"

QUEEN BED

DINNING TABLE

12' 4"

NIGHT TABLE

10' 8" 6068 BI-FOLD DOOR

QUEEN BED

NIGHT TABLE CORNER TABLE

6068 BI-FOLD DOOR 2' 4"

7' 8"

3' 10"

5' 4"

MASTER BATHROOM

REF.

4' 0"

2868 DOOR

10' 0" FILE CAB.

5' 9"

DRYER

4' 0"

10' 8" FOUDING 6' 0" x 1' 6" TABLE FIX GLASS WINDOW

6' 3"

NIGHT TABLE

16' 6"

ROOF PORCH

2 - SH 25 WINDOW

5068 BI-FOLD DOOR

6068 FRONT DOOR SH 23 WINDOW

WASHER

LAUNDRY

CHAIR

1 A 7.1

MASTER BEDROOM

14' 2"

8' 8"

2868 DOOR 3068 BI-FOLD DOOR

3' 6"

2868 DOOR

STUDIO

7' 8"

9' 5"

2' 4"

2068 BI-FOLD DOOR

DESK

5' 4"

2' 7" 1' 9"

14' 4"

3' 7"

2868 DOOR

4' 0"

KITCHEN

10' 8"

3068 BI-FOLD DOOR

8' 8"

4' 0"

7' 0"

POWDER ROOM

2868 DOOR

3' 10"

2868 DOOR

2' 4"

BATHROOM

7' 8"

2868 DOOR

2068 BI-FOLD DOOR

NIGHT TABLE

2 A 7.1

7' 8"

2 A 7.1

16' 2"

LOVE SEAT

DINING AREA

VANITY

1 A 7.1

KING BED CLAY TILES ROOF BELOW

NIGHT TABLE

PLOT DATE: 6/5/2008, 11:03 AM

2 - SH 25 WINDOW

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 5.3- Typ. unit.SKF

976 Lake Baldwin Lane Suite 202 Orlando, Florida 32814

2 - SH 25 WINDOW

CHINA CABINET

FIRST FLOOR DIMENSION PLAN

SECOND FLOOR DIMENSION PLAN

SCALE: 1/4" = 1' 0"

NEW ROSEMONT TOWN HOMES

6070 SLIDING DOOR

CUPBOAD TABLE

1' 6"

12' 2"

21' 8"

AIP Design, Inc.

SCREEN PORCH BY OTHERS

1' 6"

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

4 A 7.2

PRE-ENGINEERED METAL ROOF BELOW BY OTHERS

Architecture, Construction Management, Planning and Interiors

3 A 7.2

Mark

4129-39 SOUTH LAKE PARKWAY

4 A 7.2

6' 0"

3 A 7.2

Since 1973

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

Date REVISIONS Title

FIRST AND SECOND TYPICAL UNIT PLANS Job Number: 0730 Date: 10-01-07 Drawn: LM Checked: Sheet No.

A 5.3

AIP

CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8" C.D.X. PLYWD. SHEATHING

7/16" MIN OSB PLYWOOD SHEATHING ATTACHED W/ 6d NAILS 4" O.C. @ GABLE END, 8" CC @ EDGES AND 12" O.C. INTERMEDIATE (TYP.)

1 x 12 PT FASCIA ATTACHED TO GABLE WITH GALV. NAILS STAGGERED.

GABLE TRUSS/RAFTER

TYPICAL CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8" OSB PLYWOOD SHEATHING

7/16" MIN OSB PLYWOOD SHEATHING ATTACHED FULL FACE W/ 8d NAILS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE (TYP.)

U.L. # L554 12

GABLE END VERTICAL BRACING AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS

OPTIONAL EXTERIOR FINISH

PRE - ENG. WOOD TRUSSES @ 24" O.C. W/ HURRICANE TIES SEE FASTENER SCHEDULE SHT. A-4.1

4" PRE-FIN. ALUM. FLASH. ON 1 x 3 P. T. NAILER, CONT. ON 2 x 8 P.T. FASCIA, TYP.

GABLE END VERTICAL BRACING AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS

CONT 2 x 4 SPRUCE OR BETTER LATERAL BRACE AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS OR @ 8'0" O.C. MIN. ATTACHED W/ (5) 16d NAILS @ GABLE END AND (2) 16d NAILS @ INTERIOR TRUSSES (TYP.)

R - 30 F.G. BLOWN. INSUL.

ELV. 117'-8" T. O. WALL PRE-FIN. ALUM. SOFFIT VENT. TO MATCH EXISTING

5/8" DRYWALL CEILING R - 30 F.B. INSULATION

HS24 18GA.HURRICANE CLIP EACH JOIST W/8-1-1/2d NAILS JOIST AND PLATE, TYP.

7/16" MIN OSB PLYWOOD SHEATHING ATTACHED W/ 8d NAILS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE (TYP.)

5/8" TYPE 'X' GYP. BD. W/ KNOCK- DOWN TEXT. FIN. (PAINT)

2 x 4 NAILER

7/16" SHEATHING SHIM

GABLE END TRUSS ATTACHED TO 2 x 8 PLATE W/ 16d NAILS @ 8'0" O.C. (TYP.)

(2) 2 x 4 TOP PLATES W/ SIMPSON SP4 CLIPS @ 16" O.C. MAX.

976 Lake Baldwin Ln. Suite 202 Orlando, Fl 32814

CLAY TILE ATTACHED WITH NAIL OR SCREW TO PLYWOOD

Architecture, Construction Management, Planning and Interiors

2 x 4 SPRUCE OR BETTER BLOCKING CENTERED BENEATH SHEATHING JOINT BETWEEN FIRST THREE TRUSSES /RAFTERS MIN. ATTACH BLOCKING W/ (3) 16d TOENAILED OR (2) 16d ENDNAILED EACH END

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

2 x 4 WIND BRACE @ RIDGE AND 8' 0" O.C. TO 3' TRUSS

NAILER WOOD CUT TO FIT ATTACHED WITH NAILES OR SCREWS

2' - 0"

Since 1973

CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8" OSB PLYWOOD SHEATHING

AIP Design, Inc.

SHEAR TRANSFER FRAMING ANCHOR @ 20" O.C. W/ 285 LBS. CAPACITY, (TYP.)

8" C.M.U. LINTEL CRS. W/ 1 # 5 EACH, CONT. W/ POUR STOP

R-13 F.G. BATT INSULATION 7/8" STUCCO ON FRAMING WALL 2 x 4 @ 16" O.C. #2 SPRUCE PINE FIR 7/8" STUCCO ON METAL LATH OVER 1/2" OSB SHEATHING

NOTES: 1/2" DRYWALL

1. ALL NAILS TO BE COMMON NAILS MIN.

STUCCO END BEAD

R - 13 F.G.WALL INSULATION

GALV. CONCEALED FLASHING

3. IF BUILDING WIDTH EXCEEDS 40 FT OR HEIGHT IS MORE THAN 2 STORIES USE 10d INSTEAD OF 8d FOR ATTACHMENT OF ROOF SHEATHING.

3/4" T&G PLYWOOD SUB-FLOOR 3/4"

LEAD FLASHING ( OVER CEMENT TILE)

2 x 4 PT BOTTOM PLATE W/1/2" X 8" A.B. W/2" WASHERS @ 24" O.C. MAX. W/ SIMPSON SP4 CLIP 16" O.C. MAX.

2. ALL NAIL SPACING NOTED TO BE MIN ALLOWABLE.

2 - 2 x 10 P.T. WOOD LEDGERS

4. INDIVIDUAL ROOF SHEATHING PANELS TO BE ATTACHED TO THREE TRUSSES MIN.

ELEV. 109'-8" 2nd. FLOOR

PRE - ENG. FLOOR TRUSS, TYP. 1' 8"

A 7.1

PRE-ENGINEERED ROOF TRUSS @ 24" O.C.

R - 30 F.B. INSULATION 8" C.M.U. LINTEL CRS. W/ 1 # 5 EACH, CONT. W/ POUR STOP

GIRDER TRUSSSEE FRAMING PLAN SHEET A4.3

SIMPSON STRAPSEE FASTENER SHEDULE SHEET A4.2 PLOT DATE: 6/5/2008, 11:02 AM

SCALE : 1-1/2" = 1' - 0"

PRE-ENGINEERED WOOD FLR. TRUSSES @24"C.C. (TYP)

ELEV. +108'-0" TOP OF WALL

PAINTED METAL VENTED SOFFIT SYSTEM

GABLE END CONNECTION

R-11 F.G. BATT INSULATION

2 x 4 PT NAILER ATTACHED TO MASONRY WITH PDPW-300 POWDER PIN @ 32" O.C.

3/8" A.B. @ 32" O.C. 1/2" GYPSUM BOARD

1 x 4 HORIZ. P.T. NAILER, TOP & BOTTOM, CONT.

BUILDING WRAP (TYVEK) 1/2" OSB SHEATHING 7/8" STUCCO ON MTL. LATH FLASHING

2-2 x 10'S (P.T)

8" C.M.U. LINTEL CRS. W/ 1 # 5 EACH, CONT. W/ POUR STOP

ORLANDO, FLORIDA.

2 x 4 SPRUCE OR BETTER 24" LENGTH CENTERED ON CONT LATERAL BRACE (RAT RUN) FASTENED W/ (6) 16d NAILS OR (8) 8d NAILS TO 2 x 8 BELOW (TYP.)

4129-39 SOUTH LAKE PARKWAY

OPTIONAL EXTERIOR FINISH

NEW ROSEMONT TOWN HOMES

2 x 4 PT CONTINUOUS

3/4" WD. TRIM (P.T) CAULK SINGLE HUNG WINDOW

HEAD SQUARE WOOD COLUMN

1/2" DRYWALL ON 1 x 2 PT BATTENS @ 16" CC. MIN R-4 INSULATION

1 - # 5 VERT. BAR W/ 30" LAP AND SOLID GROUT CELLS (SEE FOUND. PLAN FOR LOC.)

4" TK. 2500 PSI CONCRETE SLAB WITH FIBER MESH ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED SOIL FILL 6 x 6 W.W.F. APPROVED OPTIONAL

R-11 F.G. BATT INSULATION

BUILDING WRAP (TYVEK)

1/2" GYPSUM BOARD

R-11 F.G. BATT INSULATION

1/2" OSB SHEATHING

2-2 x 6'S DOOR HEADER

2-2 x4 WD. STUDS (P.T)

7/8" STUCCO ON MTL. LATH

1/2" GYPSUM BOARD

8"x8"x16" CONCRETE BLOCK W/ (1) #5 @ VERTICAL FILLED CELL AS INDICATED ON FOUNDATION PLAN OR FLOOR PLAN

BUILDING WRAP (TYVEK)

1/2" OSB SHEATHING 7/8" STUCCO ON MTL. LATH 2 # 12 X 2" SCREW WOOD SHIM

3/4" WD. TRIM (P.T)

2" WOOD MOLDING

CAULK

3/4" DOOR FRAME

CAULK DOOR

4" HIGH BASE

HEAD SINGLE HUNG WINDOW FIN. FLOOR MATERIAL SEE RM. FINISH SCHEDULE

Mark

JAMB 2 # 12 x 2" SCREW

3" CL. TYP.

3" CL.

1' 8"

GRA DE

3' 0"

3" CL. TYP.

16" 20" x 16" 2500 PSI CONCRETE FOOTING W/ (2) #5 CONT

1 A 7.1

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

2-2 x 4'S WOOD STUDS, TYP.

SINGLE HUNG WINDOW 1' 0"

1/4" PF SLOPE

ELV. 100'-0" TOP OF SLAB

1' 0"

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 6.1- Sections.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

1/2" WOOD SILL (P.T)

CAULK

2 x 4 WD PLATE (P.T)

3/4" WD. TRIM (P.T)

2 x 4 STUDS @ 12" O.C. 1/2" GYPSUM BOARD

7/8" STUCCO ON MTL. LATH

R-11 F.G. BATT INSULATION

2 A 7.1

WOOD SHIM CAULK

REVISIONS Title

WALL SECTIONS 1 & 2 AND DETAILS

JAMB 1/2" OSB SHEATHING BUILDING WRAP (TYVEK)

SILL

WALL SECTION

Date

Job Number: 0580 Date: 10-01-07 Drawn: LM Checked: AIP

SCALE: 3/4" = 1'-0" B A 7.1

WINDOW BUCK DETAILS TYP. SCALE : 1-1/2" = 1' - 0"

C A 7.1

DOOR BUCK DETAILS SCALE : 1-1/2" = 1' - 0"

Sheet No.

A 6.1

CRIPPLE STUDS LSTA 12

CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8" C.D.X. PLYWD. SHEATHING

MIN. DBL. 2x6 HDR. FULL LENGTH WALL STUDS

LSTA 12 HURRICANE TIE EACH TRUSS, TYP. (SEE FASTENER SCHEDULE - SHT. A 4.2) HEADER STUDS ELV. 117'-8" T. O. WALL

4" PRE-FIN. ALUM. FLASH. ON 1 x 3 P. T. NAILER, CONT. ON 2 x 8 P.T. FASCIA, TYP.

1'- 4" O.H.

WOOD BASED EXTERIOR SHEATHING - OSB

R-30 MIN INSULATION 1/2" GYP. BD. CEILING

PAINTED METAL VENTED SOFFIT SYSTEM.

MID-WALL BLKG. CONT.

3 15# FELT DRAINAGE PLANE 4 PAPERBACK LATH 5 7/8" NOMINAL STUCCO THICKNESS

2-2x4 TOP PLATE (TYP.)

DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY INSULATION WINDOW HEADER (TYP.)SEE HEADER SCHEDULE A 7.3

WINDOW

STUCCO FINISH ON METAL LATH OVER 7/16" MIN OSB PLYWOOD SHEATHING ATTACHED FULL FACE W/ 8d NAILS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE WITH HOUSEWRAP, (TYPICAL)

NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION

3/4" WD. STOOL "J" BEAD

1/2" DRYWALL BASE BOARD

P.T. SILL PLATE

1 MEMBRANE STRIP COVERING WOOD FRAME / MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP BT-2OXL-9" WIDE TO EXTEND 2" BELOW THE CMU.

SP4 EA. STUD

TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS

5 1/2" NOMINAL CEMENTITIOUS FINISH 4'

STUCCO FLASHING DETAIL @ CMU/FRAME INTERFACE

METAL FLASHING

2x4 P.T. BOTT. PLATE (TYP.)

SP4 @ 16" O.C.

SP1

2 METAL OR PLASTIC EXPANSION JOINT 1" BELOW MASONRY

HURRIBOLT ANCHORS MIN. 32" O.C., TYP. ANCHOR SUPPLIER TO PROVIDE FLORIDA ENGINEER SEALED SHOP DRAWINGS

2 x 4" STUDS @ 16" O.C.,TYP.

7/8" STUCCO FINISH

NOT TO SCALE

RIDGE

ELEV. 109'-8" 2nd. FLOOR

1 2

ELEV. +108'-0" TOP OF WALL

RIDGE

2 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.

2 3

1 ZONE 1 - USE 8d COMMON NAILS @ 8" CC EDGES AND 12" CC FIELD 2 ZONE 2 - USE 6d COMMON NAILS @ 6" CC EDGES AND 12" CC FIELD 3 ZONE 3 - USE 8d COMMON NAILS @ 4" CC GABLE EDGES, 6" CC OTHER EDGES AND 12" FIELD SENCO 2 1/4" X .131 & PASELODE 2 1/4" X .099 PNEUMATIC NAILS MAY BE USED IN LIEU OF 8D COMMON NAILS

1/2" GYP. BD. CEILING 7-5/8" PRE-CAST LINTEL- SEE LINTEL SCHEDULE SHEET A4.2

1 x 6 PT CONT. OVER WINDOWS PLOT DATE: 6/5/2008, 10:45 AM

FINISH FLOOR MATERIAL

NAILING SCHEDULE NOT TO SCALE

WD INSTALLATION SHALL MEET FL CODE INSTALLATION & DESIGN PRESSURES TYP ALL OPENINGS SEE TITTLE SHEET

1/2" DRYWALL ON 1 x 2 PT BATTENS @ 16" CC. MIN R-4 INSULATION

WINDOW

1/2" DRY WALL ON 1 x 2 BATTENS @ 16" CC. MIN. R-4 INSULATION

8"x8"x16" CONCRETE BLOCK W/ (1) #5 @ VERTICAL FILLED CELL AS INDICATED ON FOUNDATION PLAN OR FLOOR PLAN METAL ROOF SCREEN PORCH BY OTHER, TYP.

TOP CHORD BLOCKING @ 4'-0" O.C. MAX. IN FIRST 2 FRAMING SPACES @ GABLE

METAL ROOF SCREEN PORCH BY OTHER, TYP.

ROOF SHEATHING

ROOF EDGE

BUILDING WIDTH

PRE-CAST WINDOW SILLS

8" x 8" x 16" CONCRETE BLOCK W/ (1) #5 @ VERTICAL FILLED CELL AS INDICATED ON FOUNDATION PLAN OR FLOOR PLAN

WINDOW SILLS

1' 8"

3000 P.S.I. CONCRETE SLAB, 4" THK., WITH 6 x 6 x W 1.4 WWF ON 6 MIL. POLYETHYLENE VAPOR BARRIER - FIBERMESH APPROVED OPTIONAL

Mark

CEMENT FINISH

ELV. 100'-0" TOP OF SLAB

3/4"

BUILDING LENGTH

ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING

1' 0"

3" CL.

1' 8"

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 6.2- Sections.SKF

SP1

NAIL PER SCHEDULE

ORLANDO, FLORIDA.

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

SP2

976 Lake Baldwin Ln. Suite 202 Orlando, Fl 32814

SP4 EACH STUD

AIP Design, Inc.

TRUSS (OR RAFTER)

NEW ROSEMONT TOWN HOMES

TRUSS CONNECTOR

4129-39 SOUTH LAKE PARKWAY

DOUBLE TOP PLATE

Architecture, Construction Management, Planning and Interiors

Since 1973

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

16" 20" x 16" 2500 PSI CONCRETE FOOTING W/ (2) #5 CONT., TYPICAL

3 A 7.2

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

4 A 7.2

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

Date

REVISIONS Title

WALL SECTIONS 3 & 4 AND DETAILS

Job Number: 0580 Date: 10-01-07 Drawn: LM Checked: AIP Sheet No.

A 6.2

HURRI-BOLT COUPLER

1/2" HURRI-BOLT ROD W/ 1" THREAD (BOTTOM) AND 5" THREAD (TOP) OR HURRI-BOLT ALL THREAD ROD

WALL STUD (TYP.)

WALL STUD (TYP.) NUT & 2" SQUARE WASHER

SILL PLATE

Since 1973

HURRI-BOLT COUPLER

NUT & 2" SQUARE WASHER

3000 PSI CONC FOUNDATION

1 1/2" DIA. WOOD WALL RAILING W/ BRACKETS @ 6' MAX. O.C.

1/2" NUT

SILL PLATE 3000 PSI CONC FOUNDATION

HURRI-BOLT RODS

1/2" HURRI-WEDGE 6-5/8" EMBEDMENT, 1-3/4" EDGE DIST. 7½" DEEP HOLE, MUST BE DRILLED WITH HURRI-WEDGE BIT.

SQUARE PLATE WASHER 1/2" X 6' HURRI-BOLT ROD W/ 1" THREAD EACH END

HURRI-BOLT COUPLER

1/2" HURRI-BOLT B7 ANCHOR 9" EMBEDMENT 1-3/4" EDGE DIST.

SECOND FLOOR SEE HANDRAIL DETAIL THIS SHEET

1/2" COUPLER NUT W/ POSITIVE STOP

POSITIVE STOP

1X10 CUT BASE (PAINT)

1/2" HURRI-BOLT CAST IN PLACE ANCHOR OR HURRI-WEDGE ANCHOR

FIRST FLOOR (CMU BLOCK WALL)

1-3/4" (MIN) 1 3/4" (MIN)

TYPICAL EDGE CAST IN PLACE DETAIL(OPTIONAL)

TYPICAL HURRI-BOLT COUPLER DETAIL

TWO STORY TOP PLATE TIE-DOWN EXTERIOR WALL DETAIL

NOT TO SCALE

10' 0" TREAD

0' 1"

3/4" CDX PLYWD.TREADS AND RISERS W/ CARPET FINISH

NOTCH BEAM AT TOP PLATE 2 x 4 WIND BRACE @ RIDGEAND 8' 0" O.C. TO 3' TRUSS CHECK STRUCTURAL DWG'S FOR STUD AND BEAM SCHEDULE

HURRI-ROD SIMPSON HGA10 INSIDE OR LPT4 OUTSIDE, CONFIRM UPLIFT REQUIREMENT WITH TRUSS ENGINEERING

3-2X12 CUT STRINGER, TYPICAL

GABLE END TRUSS (TYP.) HEADER

D A 6.3

STAIR DETAIL SCALE: 1-1/2"" = 1'-0"

SIMPSON MTS16 OR SIMILAR STRAP, CONFIRM UPLIFT REQUIREMENT WITH TRUSS ENGINEERING HURRI-BOLT TOP PLATE ASSEMBLY

BEAM BEARING FRAME DOWN TO WINDOW OPENING IF NECESSARY

TYPICAL GABLET-DOWN EXTERIOR WALL DETAIL

TYPICAL DROP BEAM CORNER DETAIL

TYPICAL TOP FLOOR HEADER DETAIL

NOT TO SCALE

1- 1/2" DIAM. WOOD RAILING

WALL

BRACKET

1.5" 8"

3' 0"

5' 5"

3' 7"

5' 5"

2' 4"

5' 5"

3' 7"

5' 5"

3' 0" 8"

8" 3' 0"

5' 5"

3' 7"

5' 5"

2' 4"

1.5"

2' 4"

5' 5"

3' 7"

5' 5"

3' 0" 8"

8" 3' 0"

5' 5"

3' 7"

5' 5"

2' 4"

5' 5"

3' 7"

5' 5"

3' 0"

HANDRAIL DETAIL,TYP NOT TO SCALE

4' 1' 6" 0"

4' 0"

1'5"

6' 6"

3' 7"

3' 5"

6' 7"

1' 11"

6' 7"

3' 5"

3' 7"

6' 6"

6' 6" 9" 8"

8" 8"

1' 11"

6' 7"

3' 5"

3' 7"

6' 6"

6' 6" 9" 8"

9" 8"

3' 7"

3' 5"

6' 7"

1' 11"

3' 7"

3' 5"

6' 7"

1' 11"

8" 1' 11"

Date

REVISIONS

9" 8" 8"

Mark

6' 7"

3' 5"

3' 7"

6' 6"

1'5" 8"

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 6.3- Details.SKF

PLOT DATE: 6/5/2008, 10:45 AM

WELD

34" to 38" ABOVE STAIR NOSING

TRUSS TO TOP PLATE CONNECTOR OMITTED FOR CLARITY

4129-39 SOUTH LAKE PARKWAY

NEW ROSEMONT TOWN HOMES

0' 7" RISER

TYPICAL EDGE HURRI-WEDGE DETAIL

2' 10"

1 x10 EDGE NAILER G& N.CONT

(407) 629-1117 aip@aipdesign.com FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

TRUSS TO TOP PLATE CONNECT OR REQUIRED EACH TRUSS

976 Lake Baldwin Ln. Suite 202 Orlando, Florida 32814

HURRI-BOLT ROD

Architecture, Construction Management, Planning and Interiors

HURRI-BOLT ROD

AIP Design, Inc.

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

Title TIE DOWN PLAN AND DETAILS

Job Number: 0730 Date: 10-01-07 Drawn: LM Checked: AIP

TIE DOWN PLAN SCALE: 1/8" = 1'-0"

Sheet No.

A 6.3

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A5.3- Typ. unit.SKF

16' 6"

2' 4"

KITCHEN 4' 0"

8' 8" 4' 0" 2' 7"

BATHROOM

2068 BI-FOLD DOOR

2868 DOOR 9' 5"

6068 FRONT DOOR 5' 9"

SH 23 WINDOW

MASTER BEDROOM 7' 0"

POWDER ROOM 2 - SH 25 WINDOW

7' 8"

BATHROOM

2868 DOOR 2 - SH 25 WINDOW

10' 0"

2' 4"

BEDROOM 3

2' 4" 4' 0"

STUDIO 4' 0"

5068 BI-FOLD DOOR 6' 3"

ROOF PORCH

2 - SH 25 WINDOW CLAY TILES ROOF BELOW

FIRST FLOOR PLAN SECOND FLOOR PLAN

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

6' 0" x 1' 6" FIX GLASS WINDOW

10' 8"

SCREEN PORCH BY OTHERS

2 - SH 25 WINDOW 10' 8"

BEDROOM 2

12' 4"

DINING AREA

3068 BI-FOLD DOOR

LAUNDRY

Mark

976 Lake Baldwin Lane Suite 202 Orlando, Florida 32814

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

Architecture, Construction Management, Planning and Interiors

1' 6"

AIP Design, Inc.

12' 2"

7' 2"

6' 0"

Since 1973

METAL ROOF BELOW BY OTHERS

4129-39 SOUTH LAKE PARKWAY

11' 6"

11' 8"

16' 2"

2' 4"

2 - SH 25 WINDOW

7' 8"

5' 4"

12' 2"

FAMILY ROOM

7' 8"

12' 4"

5' 4"

21' 8"

3' 6"

8' 8" 3' 10"

3' 10"

15' 2" 6070 SLIDING DOOR

14' 2"

3' 7"

2868 DOOR

1' 9"

14' 4"

1' 6"

NEW ROSEMONT TOWN HOMES

PLOT DATE: 6/2/2008, 5:31 PM

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

10' 8"

REVISIONS

Date

FIRST AND SECOND TYPICAL UNIT PLANS

Title

Job Number: 0730 Date: 10-01-07 Drawn: LM

Checked: Sheet No.

A 5.3

AIP

Since 1973

ELV. 117'-8" T.O. FRAMING WALL STUCCO ON MTL. LATH,TYP.

SINGLE HUNG WINDOW

ELV. 108'-0" TOP OF BLOCK WALL

STUCCO ON CONC. BLK., TYP. FRONT DOOR W/ GLASS

ELV. 100'-0" TOP OF SLAB

UNIT 1

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

DECO RECTANGULAR COLUMN

aip@aipdesign.com (407) 629-1117 FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

FIXED GLASS WINDOW

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

Architecture, Construction Management, Planning and Interiors

ELV. 123'- 8" T.O.RIDGE

AIP Design, Inc

CLAY TILE ROOF

METAL FLASHIN TYP.

FRONT ELEVATION

ELV. 123'- 9" T.O.RIDGE 5

E.J.

E.J. ELV. 117'-8" T.O. FRAMING WALL STUCCO ON MTL. LATH,TYP.

STUCCO ON MTL. LATH,TYP. 12

E.J.

ELV. 108'-0" TOP OF BLOCK WALL

CEMENT FINISH ON CONC. BLK.,TYP.

DECO RECTANGULAR COLUMN

PLOT DATE: 6/2/2008, 5:30 PM

ELV. 100'-0" TOP OF SLAB

LEFT SIDE ELEVATION

RIGHT SIDE ELEVATION

NOT TO SCALE

4129-39 SOUTH LAKE PARKWAY

NEW ROSEMONT TOWN HOMES

NOT TO SCALE

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A6.1- Elevations.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

ELV. 123'- 8" T.O.RIDGE

ELV. 117'-8" T.O. FRAMING WALL

E.J. E.J.

Mark

Date REVISIONS

E.J. E.J.

Title

ELV. 108'-0" TOP OF BLOCK WALL

EXTERIOR BUILDING ELEVATIONS Job Number: 0730 Date: 10-01-07

ELV. 100'-0" TOP OF SLAB

UNIT 1 METAL ROOF SCREEN PORCH BY OTHER, TYP.

UNIT 2

UNIT 3

UNIT 4

UNIT 5

UNIT 6

Drawn:

Checked:

AIP

CEMENT FINISH ON CONC. BLK. ,TYP.

Sheet No.

REAR ELEVATION NOT TO SCALE

A 6.1

CONT GALV MTL FLASHING (TYP) CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8" C.D.X. PLYWD. SHEATHING

2' - 0" PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. TRUSS LAYOUT IS FOR REFERENCE ONLY, FABRICATOR TO VERIFY ALL SHAPES & DIMENSIONS. PROVIDE SHOP DRAWINGS SIGNED AND SEALED BY FLORIDA REGISTERED ENGINEER PRIOR TO FABRICATION WITH HURRICANE TIE EACH TRUSS, TYPICAL. PROVIDE UPLIFT INFORMATION.

1X6 PT FASCIA ATTACHED W/ (2) 16d NAILS EA LADDER EA SIDE (TYP.) CONT 2X4 SPRUCE OR BETTER ATTACH LADDER TO TOP CHORD OF GABLE W/ (2) 16d NAILS @ 24" CC

GABLE TRUSS/RAFTER

7/16" MIN CDX PLYWOOD SHEATHING ATTACHED FULL FACE W/ 8d NAILS 6" CC @ EDGES AND 12" CC INTERMEDIATE (TYP.)

GABLE END VERTICAL BRACING AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS

U.L. # L554 12

OPTIONAL EXTERIOR FINISH

PRE - ENG. WOOD TRUSSES @ 24" O.C. W/ HURRICANE TIES SEE FASTENER SCHEDULE SHT. A-4.1

4" PRE-FIN. ALUM. FLASH. ON 1 x 3 P. T. NAILER, CONT. ON 2 x 8 P.T. FASCIA, TYP.

GABLE END VERTICAL BRACING AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS

CONT 2X4 SPRUCE OR BETTER LATERAL BRACE AS PER TRUSS MANUFACTURER'S RECOMMENDATIONS OR @ 8'0" CC MIN. ATTACHED W/ (5) 16d NAILS @ GABLE END AND (2) 16d NAILS @ INTERIOR TRUSSES (TYP.)

R - 30 F.G. BLOWN. INSUL.

ELV. 117'-8" T. O. WALL PRE-FIN. ALUM. SOFFIT VENT. TO MATCH EXISTING

HS24 18GA.HURRICANE CLIP EACH JOIST W/8-1-1/2d NAILS JOIST AND PLATE, TYP.

7/16" MIN CDX PLYWOOD SHEATHING ATTACHED W/ 8d NAILS 6"CC @ EDGES AND 12" CC INTERMEDIATE (TYP.)

5/8" TYPE 'X' GYP. BD. W/ KNOCK- DOWN TEXT. FIN. (PAINT)

5/8" DRYWALL CEILING R - 30 F.B. INSULATION

7/16" SHEATHING SHIM

GABLE END TRUSS ATTACHED TO 2X8 PLATE W/ 16d NAILS @ 8'0" CC (TYP.)

(2) 2 x 4 TOP PLATES W/ SIMPSON SP4 CLIPS @ 16" O.C. MAX.

Since 1973

7/16" MIN CDX PLYWOOD SHEATHING ATTACHED W/ 6d NAILS 4" CC @ GABLE END, 8" CC @ EDGES AND 12" O.C. INTERMEDIATE (TYP.)

(407) 629-1117 aip@aipdesign.com FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

2X4 SPRUCE OR BETTER BLOCKING CENTERED BENEATH SHEATHING JOINT BETWEEN FIRST THREE TRUSSES /RAFTERS MIN. ATTACH BLOCKING W/ (3) 16d TOENAILED OR (2) 16d ENDNAILED EACH END

976 Lake Baldwin Ln. Suite 202 Orlando, Fl 32814

12" (MAX)

Architecture, Construction Management, Planning and Interiors

ROOFING OVER FELT ON 7/16" MIN CDX PLYWOOD SHEATHING (TYP.)

2 X 4 WIND BRACE @ RIDGE AND 8' 0" O.C. TO 3' TRUSS

AIP Design, Inc.

2X4 LADDERS SPRUCE OR BETTER @ 24" CC

TYPICAL CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8"C.D.X. PLYWD. SHEATHING

SHEAR TRANSFER FRAMING ANCHOR @ 20" O.C. W/ 285 LBS. CAPACITY, (TYP.)

2X4 SPRUCE OR BETTER 24" LENGTH CENTERED ON CONT LATERAL BRACE (RAT RUN) FASTENED W/ (6) 16d NAILS OR (8) 8d NAILS TO 2X8 BELOW (TYP.)

R-13 F.G. BATT INSULATION 7/8" STUCCO ON FRAMING WALL 2 x 4 @ 16" O.C. #2 SPRUCE PINE FIR 7/8" STUCCO ON METAL LATH OVER 1/2" CDX SHEATHING

NOTES: 1/2" DRYWALL

1. ALL NAILS TO BE COMMON NAILS MIN.

STUCCO END BEAD

GALV. CONCEALED FLASHING

3. IF BUILDING WIDTH EXCEEDS 40 FT OR HEIGHT IS MORE THAN 2 STORIES USE 10d INSTEAD OF 8d FOR ATTACHMENT OF ROOF SHEATHING.

3/4" T&G PLYWOOD SUB-FLOOR 3/4"

LEAD FLASHING ( OVER CEMENT TILE)

2 x 4 PT BOTTOM PLATE W/1/2" X 8" A.B. W/2" WASHERS @ 24" O.C. MAX. W/ SIMPSON SP4 CLIP 16" O.C. MAX.

2. ALL NAIL SPACING NOTED TO BE MIN ALLOWABLE.

2 - 2 x 10 P.T. WOOD LEDGERS

R - 13 F.G.WALL INSULATION

4. INDIVIDUAL ROOF SHEATHING PANELS TO BE ATTACHED TO THREE TRUSSES MIN.

ELEV. 109'-8" 2nd. FLOOR

PRE - ENG. FLOOR TRUSS, TYP. 1' 8"

A 7.1

GABLE END CONNECTION SCALE : 1-1/2" = 1' - 0"

PRE-ENGINEERED WOOD FLR. TRUSSES @24"C.C. (TYP)

ELEV. +108'-0" TOP OF WALL R - 30 F.B. INSULATION

PAINTED METAL VENTED SOFFIT SYSTEM

R-11 F.G. BATT INSULATION

GIRDER #4

SIMPSON CCQ74SDS2-5 COLUMN CAP

3/8" A.B. @ 32" O.C. 1/2" GYPSUM BOARD

1 x 4 HORIZ. P.T. NAILER, TOP & BOTTOM, CONT.

1/2" OSB SHEATHING 7/8" STUCCO ON MTL. LATH FLASHING

2-2 x 10'S (P.T)

8" C.M.U. LINTEL CRS. W/ 1 # 5 EACH, CONT. W/ POUR STOP

PLOT DATE: 6/2/2008, 5:28 PM

BUILDING WRAP (TYVEK)

4129-39 SOUTH LAKE PARKWAY

OPTIONAL EXTERIOR FINISH

NEW ROSEMONT TOWN HOMES

2X4 PT CONTINUOUS

3/4" WD. TRIM (P.T) CAULK SINGLE HUNG WINDOW

HEAD SQUARE WOOD COLUMN

1/2" DRYWALL ON 1 x 2 PT BATTENS @ 16" CC. MIN R-4 INSULATION

1/2" GYPSUM BOARD

8"x8"x16" CONCRETE BLOCK W/ (1) #5 @ VERTICAL FILLED CELL AS INDICATED ON FOUNDATION PLAN OR FLOOR PLAN

R-11 F.G. BATT INSULATION

1 - # 5 VERT. BAR W/ 30" LAP AND SOLID GROUT CELLS (SEE FOUND. PLAN FOR LOC.)

4" TK. 2500 PSI CONCRETE SLAB WITH FIBER MESH ON 6 MIL. POLYETHYLENE VAPOR BARRIER ON WELL COMPACTED TERMITE TREATED SOIL FILL 6 x 6 W.W.F. APPROVED OPTIONAL

R-11 F.G. BATT INSULATION

BUILDING WRAP (TYVEK)

1/2" GYPSUM BOARD

1/2" OSB SHEATHING

2-2 X 6'S DOOR HEADER

BUILDING WRAP (TYVEK)

1/2" OSB SHEATHING 7/8" STUCCO ON MTL. LATH 2 # 12 X 2" SCREW

2-2 x4 WD. STUDS (P.T)

7/8" STUCCO ON MTL. LATH

WOOD SHIM

3/4" WD. TRIM (P.T)

2" WOOD MOLDING

CAULK

3/4" DOOR FRAME

CAULK DOOR

4" HIGH BASE

HEAD SINGLE HUNG WINDOW FIN. FLOOR MATERIAL SEE RM. FINISH SCHEDULE

Mark

JAMB 2 # 12 x 2" SCREW

3" CL. TYP.

3" CL.

1' 8"

GRAD E

3' 0"

3" CL. TYP.

16" 20" x 16" 2500 PSI CONCRETE FOOTING W/ (2) #5 CONT

1 A 7.1

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

2-2 X 4'S WOOD STUDS, TYP.

SINGLE HUNG WINDOW 1' 0"

1/4" PF SLOPE

ELV. 100'-0" TOP OF SLAB

1' 0"

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A7.1- Sections.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

1/2" WOOD SILL (P.T)

CAULK

2X4 WD PLATE (P.T)

3/4" WD. TRIM (P.T)

2X4 STUDS @ 12" O.C. 1/2" GYPSUM BOARD

7/8" STUCCO ON MTL. LATH

R-11 F.G. BATT INSULATION

1 A 7.1

WOOD SHIM CAULK

REVISIONS Title

WALL SECTIONS 1 & 2 AND DETAILS

JAMB 1/2" CDX SHEATHING BUILDING WRAP (TYVEK)

SILL

WALL SECTION

Date

Job Number: 0580 Date: 10-01-07 Drawn: LM Checked: AIP

SCALE: 3/4" = 1'-0" B A 7.1

WINDOW BUCK DETAILS TYP. SCALE : 1-1/2" = 1' - 0"

C A 7.1

DOOR BUCK DETAILS SCALE : 1-1/2" = 1' - 0"

Sheet No.

A 7.1

SP4 EACH STUD

SP2

LSTA 12

MIN. DBL. 2x6 HDR. FULL LENGTH WALL STUDS

LSTA 12 HURRICANE TIE EACH TRUSS, TYP. (SEE FASTENER SCHEDULE - SHT. A 7.3) HEADER STUDS ELV. 117'-8" T. O. WALL

4" PRE-FIN. ALUM. FLASH. ON 1 x 3 P. T. NAILER, CONT. ON 2 x 8 P.T. FASCIA, TYP.

1'- 4" O.H.

R-30 MIN INSULATION 1/2" GYP. BD. CEILING

PAINTED METAL VENTED SOFFIT SYSTEM.

MID-WALL BLKG. CONT.

WOOD BASED EXTERIOR SHEATHING - OSB 3 15# FELT DRAINAGE PLANE 4 PAPERBACK LATH

2-2x4 TOP PLATE (TYP.)

DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME / MASONRY INSULATION WINDOW HEADER (TYP.)SEE HEADER SCHEDULE A 7.3

WINDOW

STUCCO FINISH ON METAL LATH OVER 7/16" MIN OSB PLYWOOD SHEATHING ATTACHED FULL FACE W/ 8d NAILS 6" O.C. @ EDGES AND 12" O.C. INTERMEDIATE WITH HOUSEWRAP, (TYPICAL)

NOTE: NUMBERS INDICATE SEQUENCE OF INSTALLATION

3/4" WD. STOOL "J" BEAD

1/2" DRYWALL BASE BOARD

P.T. SILL PLATE

1 MEMBRANE STRIP COVERING WOOD FRAME / MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTO WRAP BT-2OXL-9" WIDE TO EXTEND 2" BELOW THE CMU.

SP4 EA. STUD

TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS

5 1/2" NOMINAL CEMENTITIOUS FINISH 4'

STUCCO FLASHING DETAIL @ CMU/FRAME INTERFACE

METAL FLASHING

2x4 P.T. BOTT. PLATE (TYP.)

SP4 @ 16" O.C.

SP1

2 METAL OR PLASTIC EXPANSION JOINT 1" BELOW MASONRY

HURRIBOLT ANCHORS MIN. 32" O.C., TYP. ANCHOR SUPPLIER TO PROVIDE FLORIDA ENGINEER SEALED SHOP DRAWINGS

2 x 4" STUDS @ 16" O.C.,TYP.

7/8" STUCCO FINISH

NOT TO SCALE

SP1

NAIL PER SCHEDULE

5 7/8" NOMINAL STUCCO THICKNESS

FINISH FLOOR MATERIAL 2

RIDGE

ELEV. 109'-8" 2nd. FLOOR

1 2

ELEV. +108'-0" TOP OF WALL

RIDGE

2 PRE-ENGINEERED WOOD TRUSSES @ 24" O.C.

2 3

1/2" GYP. BD. CEILING 7-5/8" PRE-CAST LINTEL

1 x 6 PT CONT. OVER WINDOWS

NAILING SCHEDULE

4129-39 SOUTH LAKE PARKWAY

CEMENT ROOF TILE ON 1 x 2 P.T. FURRING @ 16" O.C. OVER 43 # UNDERLAYMENT, OVER 5/8" C.D.X. PLYWD. SHEATHING

AIP Design, Inc.

CRIPPLE STUDS

(407) 629-1117 aip@aipdesign.com FL AAC 000784 www.aipdesign.com fax (407) 629-1177 SC 03077

TRUSS (OR RAFTER)

976 Lake Baldwin Ln. Suite 202 Orlando, Fl 32814

TRUSS CONNECTOR

NEW ROSEMONT TOWN HOMES

DOUBLE TOP PLATE

Architecture, Construction Management, Planning and Interiors

Since 1973

NOT TO SCALE

PLOT DATE: 6/2/2008, 5:26 PM

WD INSTALLATION SHALL MEET FL CODE INSTALLATION & DESIGN PRESSURES TYP ALL OPENINGS SEE TITTLE SHEET

1/2" DRYWALL ON 1 x 2 PT BATTENS @ 16" CC. MIN R-4 INSULATION

WINDOW

1/2" DRY WALL ON 1 x 2 BATTENS @ 16" CC. MIN. R-4 INSULATION

8"x8"x16" CONCRETE BLOCK W/ (1) #5 @ VERTICAL FILLED CELL AS INDICATED ON FOUNDATION PLAN OR FLOOR PLAN METAL ROOF SCREEN PORCH BY OTHER, TYP.

TOP CHORD BLOCKING @ 4'-0" O.C. MAX. IN FIRST 2 FRAMING SPACES @ GABLE METAL ROOF SCREEN PORCH BY OTHER, TYP.

METAL ROOF SCREEN PORCH BY OTHER, TYP.

ROOF SHEATHING

ROOF EDGE

BUILDING WIDTH

PRE-CAST WINDOW SILLS

8" x 8" x 16" CONCRETE BLOCK W/ (1) #5 @ VERTICAL FILLED CELL AS INDICATED ON FOUNDATION PLAN OR FLOOR PLAN

WINDOW SILLS

1' 8"

3000 P.S.I. CONCRETE SLAB, 4" THK., WITH 6 x 6 x W 1.4 WWF ON 6 MIL. POLYETHYLENE VAPOR BARRIER - FIBERMESH APPROVED OPTIONAL

Mark

CEMENT FINISH

3/4"

BUILDING LENGTH

ELV. 100'-0" TOP OF SLAB

ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING

1' 0"

3" CL.

1' 8"

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A7.2- Sections.SKF

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

16" 20" x 16" 2500 PSI CONCRETE FOOTING W/ (2) #5 CONT., TYPICAL

3 A 7.2

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

4 A 7.2

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

Date

REVISIONS Title

WALL SECTIONS 3 & 4 AND DETAILS

Job Number: 0580 Date: 10-01-07 Drawn: LM Checked: AIP Sheet No.

A 7.2

Since 1973

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

TV TV

BEDROOM #1

LIVING ROOM DINING ROOM

BEDROOM #2

SD 3

S S

C/T

TO 1st FLOOR

BATH #3

TO 2nd FLOOR

42" GFI

ROMEX

2 AIR COND

3 RECEPTACLES

20 120

1.8

15.0

ROMEX

4 AIR COND

5 RECEPTACLES

20 120

1.8

15.0

ROMEX

6 AIR HANDLER

7 RECEPTACLES

20 120

1.8

15.0

ROMEX

8 AIR HANDLER

9 RECEPTACLES

20 120

1.8

15.0

ROMEX

10 WATER HEATER

11 RECEPTACLES

20 120

1.8

15.0

ROMEX

12 WATER HEATER

13 KITCH RECEPT #1

25 120

2.4

20.0

ROMEX

14 RANGE

15 KITCH RECEPT #2

25 120

2.4

20.0

ROMEX

16 RANGE

17 LIGHTING

20 120

1.8

15.0

ROMEX

18 DRYER

19 LIGHTING

20 120

1.8

15.0

ROMEX

20 DRYER

21 DISPOSAL

15 120

0.4

3.3

ROMEX

LOAD

LINE

NEUTRAL

AIR COND AIR HANDLER DISPOSAL DRYER LIGHTING RANGE RECEPTACLES WATER HEATER KITCH RECEPT #1 KITCH RECEPT #2 25% OF LARGEST MOTOR

5400 10680 400 5600 3600 8000 10800 4500 2400 2400 1350

0 0 400 3920 3600 4480 10800 0 0 0 0

CONNECTED VA LOAD: DEMAND VA LOAD: DEMAND AMPS: MAIN FUSE MAXIMUM AMPS: CONDUCTORS: CONDUCTOR AMPACITY:

55130 33110 138 150 #1 150

23200 15790 66

10 ROMEX

60 240

10.7

44.5

6 ROMEX

25 240

4.5

18.8

10 ROMEX

30 240

6.4

26.7

10 ROMEX

25 240

5.6

23.3

10 ROMEX

MAIN SERVICE CONDUCTORS (COPPER) IN ONE 1-1/4 " CONDUIT (1) SPARE CIRCUITS INPUT PER DESIGNER SPECIFICATIONS (2) RECEPTACLE LOADS INPUT @ 180 VOLT AMPS PER RECEPTACLE (3) USE NEXT HIGHER PROTECTIVE DEVICE IF UNEQUAL TO MAXIMUM DEVICE RATING PERMITTED OR MOTOR WILL NOT START. (4) PROVIDE GFI CIRCUITS AS REQUIRED BY GOVERNING CODE. (5) QUALIFIED ELECTRICIANS MUST CONSIDER BALANCING LOADS AT CIRCUIT TERMINATION IN PANELBOARD. (6) EQUIP. OVERCURRENT PROTECTION IC RATING: 10000 AMPS

TYP, EA. UNIT 150A MAIN 1ø

150 A MLO 1ø 30 CIR

#3 110

150A MAIN 1ø 3X2/0 AL THHN 1X#1 AL THHN 2" PVC 150A MAIN 1ø

FOYER

C/T

CEILING MOUNTED JUNCTION BOX.

42" GFI

WALL MOUNTED EXTERIOR LIGHT FIXTURE W/MOTION DETECTOR

S S

500 A MAIN 1ø

150A MAIN 1ø

1-1/2" PVC PIPE 4 X 1/0 AL THHN 100A MAIN 1ø

150A MAIN 1ø 2X3" PVC 6X500 MCM AL

#2 COPPER INSULATED (ALL PVC PLUMBING)

WALL MOUNTED PUSH BUTTON

C/T

ROOF PORCH

150A MAIN 1ø

HOUSE PANEL

EXHAUST FAN SD

ENTRANCE

6/12 100 A MLO 1ø

WALL-MOUNTED LIGHT FIXTURE

STUDIO

CU.

OUC UTILITY

48" MAX. HI. SINGLE POLE WALL SWITCH 48" MAX. HI. 3-WAY WALL SWITCH

GROUND ROD

3" PVC 6X300 MCM

18" MIN. HI. DUPLEX CONVENIENCE OUTLET.

WP GFI

WATER PROOF CONVENIENCE OUTLET.

MASTER SUITE

42" GFI

42" MAX. HI. GFI COUNTER TOP CONVENIENCE OUTLET.

ELECTRICAL PANEL DIAGRAM

SPECIAL PURPOSE WALL OUTLET.

NOT TO SCALE

C/T COMPUTER & TELEPHONE OUTLET

PLOT DATE: 6/18/2008, 3:47 PM FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\E 1.1 Electrical Plan.SKF

22.5

42" GFI

WP GFI

5.4

CEILING-MOUNTED INCANDESCENT LIGHT FIXTURE

LAUNDRY

ELECTRICAL PANEL 32 SPACES

SD 42" GFI

AMPS POLE WIRE COND

40 240

BATH #2

KITCHEN

TRIP VOLTS KVA

ELECTRICAL LEGEND SD

42" GFI

DESCRIPTION

* - PROVIDE GROUND WIRE THROUGHOUT SYSTEM WHERE METAL CONTINUITY NOT AVAILABLE

SD 42" GFI

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

42" GFI

15.0

GROUND: #6 TO APPROVED GROUNDING ELECTRODE

HALL

42" GFI

C/T 42" GFI

AMPS POLE WIRE COND

1.8

SERVICE LOAD CALCS (based on NEC optional method, 220-30)

C/T

KVA

20 120

aip@aipdesign.com www.aipdesign.com

TRIP VOLTS

1 RECEPTACLES

ENCLOSURE: NEMA 1 FLUSH MOUNTED

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

WP GFI

09/14/06

LOCATION : GARAGE PROJECT SQ FT: 1366

Architecture, Construction Management, Planning and Interiors

SCREEN PORCH BY OTHERS

DESCRIPTION

OWNER/CLIENT: RIGHETTI HOMES LLC

4129-39 SOUTH LAKE PARKWAY

PANEL RATING (AMPS): 150 2 POLE

AIP Design, Inc.

PROJECT: MCKAY ST. TOWNHSES

SERVICE VOLTAGE : 120 / 240 1 PHASE 3 WIRE

NEW ROSEMONT TOWN HOMES

ELECTRICAL PANEL: MCKAY-A

SINGLE-STATION SMOKE DETECTOR ELECTRICAL PANEL

WP GFI

SERVICE EQUIPMENT EQUIPMENT GROUNDING BAR

FIRST FLOOR ELECTRICAL PLAN

SECOND FLOOR ELECTRICAL PLAN

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

NEUTRAL BUS BONDING JUMPERS ENCLOSURE (TYP.)

FULL SIZE

FULL SIZE GROUNDING ELECTRODE CONDUCTOR

FOOTER STEEL

Mark

Date REVISIONS

MAIN UNDERGROUND METAL WATER PIPE IF AVAILABLE

FULL SIZE

Title

TYPICAL UNIT ELECTRICAL PLAN Job Number: 0730 Date: 10-01-07 Drawn: LM

3/4" x 20' GROUND ROD INSTALL PER N.E.C. ARTICLE 250-83 & 84

Checked:

GROUNDING ELECTRODE SYSTEM NOT TO SCALE

Sheet No.

E 1.1

AIP

CUPBOAD TABLE

CHINA CABINET

FAMILY ROOM 14' 0" x 11' 6"

SOFA COFFEE TABLE DINNING TABLE

LOVE SEAT

CORNER TABLE

DINING AREA 10' 0" x 14' 0"

BATHROOM 9' 0" x 5' 0"

KITCHEN 8' 0" x 14' 0"

NIGHT TABLE

MASTER BEDROOM 11' 8" x 13' 2" KING BED

NIGHT TABLE

FIRST FLOOR PLAN SCALE: 3/16 = 1' 0"

VANITY

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

Since 1973

HVAC SPECIFICATIONS:

RETURN W/FIRE DAMPER

12 x 6 140 CFM

BEDROOM #2

7" Ø

12 x 6

EXHAUS FAN 12 x 6 130 CFM

200 CFM

7" Ø

12 x 6

130 CFM

MAIN DUCT

TYP. RETURN GRILL SEE DETAIL ON THIS SHEET

FLEXIBLE DUCT

1" CU. 3" Ø

5" Ø

3 TONS A/H 9" x 14"

4" PVC CHASE

50 CFM 6x8

100 CFM

WALL MOUNTED AIR RETURN

FOYER

12 x 6 100 CFM

4" Ø

STUDIO

4" EXHAUST TO ROOF CAP 4" Ø 50 CFM 6x8

12" Ø

TYPICAL 75 CFM EXHAUST FAN

50 CFM MIN. EXH. FAN FROM KITCHEN AT FIRST FLOOR TO ROOF CAP

BATH #2 VERTICAL CHASE TO 2nd FLOOR

200 CFM

12 x 6

100 CFM

LAUNDRY

GALV METAL LINNER

1" CU.

FIRE SYSTEMS:UNLESS OTHERWISE REQUIRED BY FIRE MARSHALL, PROVIDE FIRESTAT SET AT 136F FOR EACH AC UNIT RETURN. SMOKE DETECTOR SHALL BE PROVIDED FOR ALL SUPPLY AND RETURN DUCT INTERPHASED WITH FIRE ALARM SYSTEM ONLY WHEN REQUIRED BY LOCAL FIRE CODE.

GALV METAL LINNER 14" MIN.

CU.

ROOF PORCH 12"

SOLID PVC FENCE 30" HIGH MIN., TYP.

PLOT DATE: 6/18/2008, 3:47 PM

PLAN

SUBMITTALS:SUBMIT DUCT FABRICATION SHOP DRAWINGS AND PRODUCT SUBMITTALS FOR ARCHITECT'S REVIEW AND IN ACCORDANCE WITH THE ARCHITECTURAL SUBMITTAL REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK.

SECTION A

PROVIDE THE OWNER 3 COPIES OF ALL EQUIPMENT GUARANTEES, WARRANTEES, PARTS LISTS, ETC. SCHEDULE A MINIMUM OF 2 HOURS AT THE PROJECT SITE TO FAMILIARIZE THE OWNER OF DESIGNATED REPRESENTATIVES WITH THE WAYS IN WHICH THE SYSTEM IS OPERATED AND MAINTAINED.

TRANSFER GRILLES SHALL USE 50 SQUARE INCHES ( OF GRILLE AREA) TO 100 CFM (OF SUPPLY AIR) FOR SIZING THROUGH THE-WALL TRANSFER GRILLES AND USING AN UNRESTRICTED 1 INCH UNDERCUTTING OF DOORS TO ACHIEVE PROPER RETURN AIR BALANCE

TESTING:AIR DISTRIBUTION TEST AND BALANCE SHALL BE DONE IN ACCORDANCE WITH NEBB OR AABC REQUIREMENTS BY CONTRACTOR. THE PROCEDURES AND PRACTICES INVOLVED AND WITH THE REQUIRED CERTIFICATION. PRESSURE TEST DUCTWORK. MAX. LEAKAGE SHALL NOT EXCEED 5%.

RETURN AIR BYPASS GRILL DETAIL NOT TO SCALE

SECOND FLOOR MECHANICAL PLAN

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

REFRIGERATION PIPING:SHALL BE FIELD FABRICATED. PIPING SHALL BE L-TYPE COPPER REFRIGERATION DUTY COPPER TUBING. TAP ALL FITTING WITH RUBBER MALLET. LEAK TEST WITH HALIDE TORCH. INSULATION:COVER ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4" FR/ARMAFLEX 22. INSTALLATION SHALL BE CONDENSATION FREE, AND INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS.

MIN.12" X 6" METAL VENT GRILL SEE NOTE BELLOW

MASTER SUITE

FIRST FLOOR MECHANICAL PLAN

VIBRATION ISOLATION:ALL AC UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH VIBRATION ISOLATION EQUIPMENT. PROVIDE FLEXIBLE CONNECTORS AT SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT. CONDENSATE PIPING:ALL CONDENSATE PIPING SHALL BE WHITE SCHEDULE 40 PVC WITH SOLVENT WELDED OR THREADED FITTINGS. ROUTE CONDENSATE PIPING TO 2'X2'X2' DRYWELLS WITH PEA GRAVEL FILL.

60 CFM MIN. EXH. FAN FROM TOILET AT FIRST FLOOR TO ROOF CAP

ENTRANCE

DRY WELL

MAINTAIN A MINIMUM DISTANCE OF 10 FEET BETWEEN FRESH AIR INTAKES AT AHUS AND ANY EXHAUST AIR OUTLETS, PLUMBING VENTS THROUGH ROOF, ETC. IN ACCORDANCE WITH THE STANDARD MECHANICAL CODE.

4" EXHAUST DUCT DN

50 CFM 6x8 12 x 6

ALL DUCT BRACES SHALL BE EQUIPPED WITH MANUAL VOLUME DAMPERS WITH THE REGULATORS ACCESSIBLE.

HALL

W/CLOSET

KITCHEN 50 CFM MIN. EXH. FAN TO ROOF CAP

75 CFM EXH. FAN TO ROOF CAP

6x8

THERMOSTAT

4" DRYER VENT

1" CU.

50 CFM

12 x 6

9" x 9"

BATH #3

11 x 10

100 CFM

9" x 9"

T UP

DUCTWORK:PROVIDE AND INSTALL D UC T SYS TEM AS INDICATED IN DESIGN DRAWINGS. MATER IALS: A LL SUPPLY AIR AND RETURN AIR DUCTWORK SHAL L BE 11/2" R-6 CERTAINTEED,SC HULLER SUPERDUCT OR OWENS CORING ENRADUCT FIBROUS GLASS DUCT. ALL RIGID ROUND SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE G-90 GALVANIZED STEEL SNAPLOCK DUCTWORK EXTERNALLY WRAPPED WITH 2" THICK R-6 FIBROUS GLASS DUCT WRAP WITH AND FSK VAPOR BARRIER. ALL FLEXIBLE SUPPLY AIR AND RETURN AIR DUCTWORK SHALL BE CONSTRUCTED TO R-6 REQUIREMENTS. ALL EXHAUST AIR DUCTWORK SHALL BE FLEXIBLE ALUMINIZED DUCT. ALL OUTDOOR AIR DUCTWORK SHALL BE GALV. STEEL SNAPLOCK. ALL DUCT AND INSULATION JOINTS SHALL BE WITH GLASS FAB AND APPROVED MASTIC. FABRICATED AND SUPPORT ALL DUCTWORK IN ACCORDANCE WITH SMACNA. DUCT DIMENSIONS REFERENCED ARE CLEAR INSIDE DIMENSIONS. FLEXIBLE DUCT SIZE IS THE SAME AS THE NECK SIZE. APPLY 2" THICK 0.75 POUND DENSITY FIBERGLASS INSULATION WITH AN FSK VAPOR BARRIER AND GLASS FAB AMD MASTIC TO THE TOPS OF ALL SUPPLY AIR DIFFUSERS AND REGISTERS.

NEW ROSEMONT TOWN HOMES

BEDROOM #1 LIVING ROOM

AIR DISTRIBUTION EQUIPMENT:FURNISH SUPPLY AIR DIFFUSERS AND RETURN AIR REGISTER WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS, AND SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE.

aip@aipdesign.com www.aipdesign.com

CEILING OR WALL MOUNTED SUPPLY DIFFUSER AS PLAN W/FIRE DAMPER

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

HVAC LEGEND

DINING ROOM

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\M 1.1 Mechanical Plan.SKF

Architecture, Construction Management, Planning and Interiors

EXHAUST FANS:FURNISH EXHAUST FAN WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS.

SCREEN PORCH BY OTHERS

AIP Design, Inc.

WARRANTY:ONE (1) YEAR WARRANTY ON THE COMPLETE SYSTEM AND AN ADDITIONAL FOUR (4) YEAR FACTORY WARRANTY ON AL COMPRESSORS.

4129-39 SOUTH LAKE PARKWAY

UNITS SHALL BE UL LISTED AND CARRY UL LABEL.. TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON DRAWINGS.

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

GENERAL:FURNISH AND INSTALL COMPLETE HVCA SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINES WITHIN THESE SPECIFICATION, SYSTEM MUST MEET OR EXCEED ENERGY EFFICIENT CODE FOR BUILDING CONSTRUCTION'S LATEST EDITION. AND DONE IN STRICT ACCORDANCE WITH THE MOST RECENT EDITIONS OF THE FOLLOWING: 2004 FLORIDA MECHANICAL, PLUMBING, AND FIRE PREVENTION CODES; NFPA 90A AND 101; ASHRAE; SMACNA; NEC; AND LOCAL JURISDICTION.

EXHAUST FANS:ALL EXHAUST FANS TO BE LOCATED ON WALLS- PROVIDE METAL DUCT TO WALL OR ROOF CAP.

SPLIT SYSTEM AIR CONDITIONER SCHEDULE

30"

HVAC UNIT DETAIL

NOT TO SCALE

SUPPLY DUCT CEILING LINE

30"

COND UNIT

A. H. U.

1/4" REDHEAD

VIBRATION PAD (TYP.)

CONDENSATE LINE

RAG 4" CONCRETE PAD PLENUM

FLOOR LINE

TYP COND UNIT TIE-DOWN NOT TO SCALE

MARK AREA SERVED NOMINAL TONS TOTAL COOLING CAPACITY (MBH @ ARI) SENSIBLE COOLING CAPACITY (MBH @ ARI) TOTAL HEATING CAPACITY (MBH) SUPPLY AIR (CFM) OUTSIDE AIR (CFM) EXTERNAL STATIC PRESSURE (IN. WTR.) LEAVING/ENTERING TEMPERATURE (°F) MANUFACTURER CU MODEL VOLT/PHASE MINIMUM CIRCUIT AMPS (MCA) MAX FUSE SIZE (HACR) NUMBER OF COMPRESSORS STAGING (%) NUMBER OF CONDENSING FANS HP EACH FAN WEIGHT (Lbs) AHU MODEL ELECTRIC HEAT (KW/STAGES) ELECTRIC HEAT MODEL NUMBER VOLT/PHASE MCA /w ELECTRIC HEAT MAX FUSE SIZE /w HEAT (HACR) EVAPORATOR FAN (#-HP) WEIGHT (Lbs) MINUMUM SEER/EER -

CU/AHU-1 SEE PLANS 3 33.9 26.2 38.5 1150 ? 0.1 CARRIER 25ABR336 208-230/1 19.1 30 1 1 1/5 150 FA4CN(F,C)036 15 KFCEH1601315 208-230/1 76.6 80 1/3 144 13.0/11.0 -

NOTES: 1. EXTERNAL STATIC PRESSURE AVAILABLE AFTER COIL FAN CASING, CLEAN FILTER, AND ELECTRIC HEATER.

Mark

Date REVISIONS Title

TYPICAL UNIT MECHANICAL PLAN Job Number: 0730 Date: 10-01-07 Drawn: LM Checked: Sheet No.

M 1.1

AIP

Since 1973

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

PLUMBING SPECIFICATIONS

2" VENT

SCREEN PORCH BY OTHERS

VALVES - GATES VALVES - ALL BRONZE, RISING STEM, DOUBLE WEDGE TAPER SEAT, 125 PSI STEAM PRESSURE.

2" STUDOR VENT

CHLORINATION - BEFORE BEING PLACED IN SERVICE ALL WATER DISTRIBUTION SYSTEMS SHALL BE STERILIZED WITH CHLORINE IN ACCORDANCE WITH AWWA C-601-54 STANDARD PROCEDURE FOR DISINFECTING WATER MAINS.

2" L

HB 2"

3" W

SWR 2" 2"

3" VENT TO ROOF

3" STACK

THE PLUMBING FIXTURES SHALL BE ROUGHED-IN IN ACCORDANCE WITH MANUFACTURER`S "ROUGH-IN INFORMATION." PROVISIONS FOR MOUNTING WALL FIXTURES SHALL BE MADE WHILE THE WALL IS BEING BUILT.

BEDROOM #2

LIVING ROOM

PIPE AND FITTINGS- ALL SANITARY PIPE UNLESS NOTED SHALL BE SCHEDULE 40 PVC. SANITARY WITH SOLVENT WELDED JOINTS. WC

KS 2" 2" 3"

L 2"

BATH #3

2" CO 1/2"

WC L L 3" STACK & 3" VENT. TO ROOF

GARBAGE DISPOSABLE

3" 2" CO

Y L N RIF R A IO V E T E EC T LA O N N T C OIN P

HALL

SWR

3" STACK & 3" VENT. TO ROOF

2" 2" 3"

KITCHEN

FOYER

W/CLOSET

SWR

STUDIO

PROVIDE TRAP PRIMER ON EVERY FLOOR DRAIN. AIR CONDITIONING CONDENSATE DRAINS AND TRAPS SHALL BE SCHEDULE 40 PVC.

TYPICAL SANITARY RISER 3/4" HOT WATER 3/4" COLD WATER PRESSURE RELIEF VALVE MIN 6" ABOVE TANK

LAUNDRY

2" CO

BATH #2

SWR

CONDENSATE DRAIN ABOVE GROUND-1/2" FOAMED PLASTIC INSULATION WITH VAPOR BARRIER JACKET.

NOT TO SCALE

INSTALATE HOT WATER SUPPLY PIPINING ABOVE FLOOR ONE (1) INCH THICK - FIBER GLASS, LOW PRESSURE PIPE INSULATION WITH STANDARD CANVAS JACKET.

UP DW

2" 3"

DRAIN, WASTE AND VENT PIPING LOCATED WITHIN FIRE RATED WALLS SHALL BE SERVICE-WEIGHT CAST IRON OR AS PRESCRIVED ON A UL ASSEBLY PROVIDED CLEANOUTS AS INDICATED ON DRAWINGS, BUT NOT LESS THAN EVERY 75 FEET, AT CHANGES IN DIRECCION, AT BASE OF DOWNSPOUTS AND AT BASE OF SOIL AND WASTE STACKS.

3/4" TO PAN

VALVE WALKINS MODEL WXT-1 THERMAL EXPANSION TANK 1.0 GALLONS IN ACCORDANCE WITH THE FPC 2004 SECT. 502.1.

EWH 2" 2"

SEDIMENT DRAIN VALVE

L 3/4" TO EXIT

THERMOPLASTIC PAN

ENTRANCE

WATER HEATER DETAIL

HB ROOF PORCH

NOT TO SCALE

MASTER SUITE 4" CO

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\P 1.1 Plumbing Plan.SKF

PLOT DATE: 6/18/2008, 3:46 PM

VERIFY LATERAL CONNECTION POINT

FIRST FLOOR PLUMBING PLAN

SECOND FLOOR PLUMBING PLAN

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

Mark

4129-39 SOUTH LAKE PARKWAY

DINING ROOM

2" STUDOR VENT

BEDROOM #1

PLUMBING FIXTURES SHALL BE PROVIDED COMPLETE WITH ALL SUPPORTS. ALL FIXTURES SHALL HAVE STOP VALVES ON ALL WATER CONECCTIONS. ALL EXPOSED METAL TRIM ON ALL FIXTURES SHALL BE POLISHED CHROMIUM PLATED. ALL EXPOSED PIPES EXTENDING FROM WALL SHALL HAVE CHROMIUM PLATED BRASS ESCUTCHEON MOUNTED AGAINST WALL.

AIP Design, Inc.

PIPE AND FITTINGS ABOVE GROUND - TYPE L HARD COPPER AND WROUGHT COPPER OR POLYBUTYLENE THERMOGUARD.

aip@aipdesign.com www.aipdesign.com

PROVIDE SHOCK ABSORBERS AND VACUUM BREAKERS WHERE REQUIRED.

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

Architecture, Construction Management, Planning and Interiors

FURNISH AND INSTALL COMPLETE PLUMBING SYSTEM AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. SYSTEM TO EXCEED APPLICABLE CODES.

NEW ROSEMONT TOWN HOMES

3" VENT TO ROOF

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

GENERAL- THE GENERAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION.

Date REVISIONS Title

TYPICAL UNIT PLUMBING PLAN Job Number: 0730 Date: 10-01-07 Drawn: LM Checked: Sheet No.

P 1.1

AIP

NIGHT TABLE

BEDROOM 2 11' 0" x 11' 2"

BEDROOM 3 10' 4" x 11' 10"

QUEEN BED

NIGHT TABLE

BATHROOM 9' 4" x 5' 0" DN

WASHER DESK

CHAIR

LAUNDRY 10' 4" x 6' 4" STUDIO 9' 4" x 7' 0"

FILE CAB.

DRYER FOUDING TABLE

SECOND FLOOR PLAN SCALE: 3/16 = 1' 0"

PRE-ENGINEERED M ETAL ROOF BELOW BY OTHERS

13' 4" 1' 0""

Since 1973

4 A 6.2

12' 4"

9' 4"

2' 6" 3 ' 0"

B3 0

W EZR243 0

1' 0"

8' 0"

2' 6" 1' 6 "

B15

DISHWASHER

SCALE : 3/8" = 1' - 0"

6 ' 0"

2' 0" 8' 0"

6 ' 10"

1' 8"

ROOF PORCH

1 A 6.1

ELEVATION 3 SCALE : 3/8" = 1' - 0"

13' 2"

12' 10"

MASTER SUITE

ELEVATION 2 SCALE : 3/8" = 1' - 0"

CLAY TILES ROOF BELOW 2 - SH 25 W INDOW

6' 6"

6 ' 2"

12' 0"

12' 8"

BATH #1 1

SECOND FLOOR PLAN

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

BATH #3 1

1 BATH #2

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

TABULATION 882 SF A/C FIRST FLOOR 662 SF A/C SECOND FLOOR

BATH 1

1,544 SF A/C TOTAL AREA 130 SF OPEN REAR PORCH 26 SF COVERED FRONT PORCH

BATH 2

SCALE : 1/2" = 1'- 0"

A= 23 Sq.F

BATH 3

SCALE : 1/2" = 1' - 0"

A=46 Sq.F

SCALE : 1/2" = 1' - 0" A= 47 Sq.F

1,700 SF TOTAL UNDER ROOF B

SLIDING GLASS DOOR W/ SCREEN

INTERIOR DOOR

A ENTRANCE DOOR

D BIFOLD DOOR SHOW ER CAP

DOOR SCHEDULE

SHOW ER CAP

ROOM FINISH SCHEDULE Mark

ABBREVIATIONS: HM HOLLOW M ETAL SC SO LID CORE

A B C D D D D D BM WD

1 1 1 1 1 1 1

3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 " 3/4 "

FRAME DOOR REMARKS HARDWARE MATERIAL MATERIAL FIBER GL. MTL ENTRANCE DOOR #1 SCW SLIDING GLASS DOORS WD #2 INTERIOR DOOR HCW WD #2 WD BIFOLD DOOR MTL AL/GL AL BIFOLD DOOR MTL WD BIFOLD DOOR BIFOLD DOOR WD HCW #2 WD HCW BIFOLD DOOR #2

BY MANUFACTURER AL HC WOOD

ALUM INUM HOLLOW CORE

GL PT

GLASS PAINTED

MTL M ETAL

HARDWARE SCHEDULE SET # 1 KEY LOCK 1 1/2 PAIR-STANDARD HINGES

SET # 2 LOCK SET W / KNOB 1 1/2 PAIR STANDARD HINGES

NOTE: VERIFY W / SPECIFICATIONS

PRIVACY LO CK

DOOR No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14

RM . NAM E KITCHEN LIVING ROOM DINING ROOM BATH #1 FOYER W/CLOSET BATH #2 MASTER SUITE STUDIO BATH #3 BEDROOM # 1 BEDROOM # 2 HALL LAUNDRY

FLOOR

BASE

CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT CPT

* CERAMIC TILE AT BATH TUBS 8 '- 0 " HEIGHT ABBREVIATIONS: PGB PAINTED GYP. BD. WB WOOD BASE CPT CARPET CT CERAM IC TILE

WB WB WB WB WB WB WB WB WB WB WB WB WB WB

WALLS

CLG.

PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB PGB

SV SHEET VINIL VB VINYL BASE

CLG. HT 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0"

46"X 3 8" M IR ROR

3 6"X 38" M IRROR

3 6"X 38" M IRROR 1' 2"

FAUCET

1' 2"

TOILET PAPER HOLDER

1' 10" FAUCET

BATH T UB

TOILET

3 ' 4"

TOILET

5' 0" 8' 4"

SEALED CONC.

Title

TYPICAL UNIT AND DETAILS

TOILET PAPER HOLDER

3 ' 0"

Job Number: Date:

4" BASE

6 ' 8"

Date REVISIONS

8' 0"

TYPETHICKNESS

8' 0"

SIZE 3' 0 " x 6 ' 8 " 6' 0" x 6' 8" 2' 8" x6' 8" 2' 0 " x 6' 8" 2' 6" x 6'8" 5' 0" x 6'8 " 6' 0" x 6' 8" 3' 0 " x 6 ' 8 "

8' 0"

DOOR No. 1 2 3 4 5 6 7 8

SB 3 0

FILENAME: J:\m_Residential\Multi-family homes\0730- New Rosemont Town Homes\Project\Current\New 05-22-2008\A 4.3- Typical unit.SKF

PLOT DATE: 6/18/2008, 3:51 PM

FIRST FLOOR PLAN

4129-39 SOUTH LAKE PARKWAY

5' 4"

KITCHEN PLAN

NEW ROSEMONT TOWN HOMES

3 ' 8" 6 ' 8"

3 4x6 4" REFR IGERATOR

10' 8" 6 ' 0" x 1' 6" FIX GLASS W INDOW

1 ENTRANCE

SH 23 W INDOW

3 ' 6"

4' 0"

2 - SH 25 W INDOW

5 REF.

8' 8"

10' 0"

BATH #2

W EZR243 0

3 ' 9" 2' 0"

LAUNDRY

8' 8"

FOYER

7' 8"

5' 4" 2' 4"

KITCHEN

3 7

STUDIO

6 ' 0"

7' 8"

5' 4"

16' 2"

5' 4"

2' 0"

SCALE : 3/8" = 1' - 0" 6 ' 0"

7' 0"

4' 4"

W/CLOSET

3 ' 4"

3 ' 6"

2' 4"

3 ' 0"

4' 0"

14' 4"

8' 8"

2' 8"

8' 0" 1' 0"

HALL 13

3 ' 4"

10' 8"

3 3

2' 0"

ELEVATION 1

KITCHEN

1 4' 0"

2' 0"

3 ' 0"

2' 4"

BATH #3

7' 8" 4

7' 8"

3 ' 10"

BATH #1

4' 0"

2' 4"

26 ' 10"

3 ' 10"

29 ' 6 "

2' 0"

3 ' 0"

AIP Design, Inc.

12' 4"

2 A 6.1

RANGE

4' 6 "

B3 0

3 ' 6"

BEDROOM # 2

W EZR243 0

11' 6"

BEDROOM # 1

12' 2"

12' 4"

12' 2"

LIVING ROOM

15' 2"

DINING ROOM

3 ' 0"

7' 2"

10' 8"

2' 6"

2' 0"

2' 4"

11' 8"

(407) 629-1117 FL AAC 000784 fax (407) 629-1177 SC 03077

2' 6"

aip@aipdesign.com www.aipdesign.com

5' 10"

2 - SH 25 W INDOW

8' 0"

2 - SH 25 W INDOW

1' 6 "

976 Lake Baldwin Ln. Suite 203 Orlando, Fl 32814

5' 6 "

Architecture, Construction Management, Planning and Interiors

13' 8"

5' 6 "

W 3030

24' 8"

6 ' 0"

W 2130

1' 6 "

12' 8"

W 2130

ALL IDEAS, DES IGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY TH IS DRAWING ARE OWN ED BY AND TH E PROPERTY OF ARCH ITECT S IN PARTNE RS HIP EAST, INC., AND/OR FIGBAR ASSOCIATES, INC., AND WERE CREATED, EVOL VED AND DEVELOPED FOR T HE USE ON AND IN CONNE CTION WIT H THIS SPECIFIC PROJE CT.

21' 8" 6 ' 0"

W 3030

6 ' 0"

SCREEN PORCH BY OTHERS

1' 6 "

W 3024

1' 0"

3 A 6.2

ORLANDO, FLORIDA.

1 2 3 4 5 6 7 8 9* 10 11 12 13 14 15

6 ' 4" 9' 4"

ELEVATION 1

SCALE : 1/2" = 1' - 0"

0730 10-01-07

Drawn:

Checked:

AIP

Sheet No.

A 4.3