woodland - irp-cdn.multiscreensite.com€¦ · l: c o l l i n @ i r o n m e n c o n s t r u c t i o...

12
GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES AND ALL AUTHORITIES HAVING JURISDICTION. 2. THE CONTRACTOR SHALL EXAMINE THE PROJECT DRAWINGS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND BEFORE PROCEEDING WITH THE WORK. 3. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK. 4. EACH CONTRACTOR SHALL INCLUDE LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. FOR THE COMPLETE CONSTRUCTION OF THE WORK INDICATED AS SPECIFIED BY THE DRAWINGS AND SPECIFICATIONS, UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE BETWEEN CONTRACTOR AND CUSTOMER. 5. MATERIALS AS SPECIFIED ON DRAWINGS AND CONTRACTUAL DOCUMENTS SHALL BE USED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DETAILING AND COORDINATION IN CONJUNCTION WITH SUBSTITUTIONS MADE TO SPECIFIED MATERIALS. 6. DESIGNER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS. 7. ALL PLUMBING, MECHANICAL, AND ELECTRICAL WORK IS TO BE COORDINATED BETWEEN THE TRADES AS PART OF THEIR INSTALLATION LAYOUT. 8. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND/OR SHARING TO ENSURE STRUCTURAL STABILITY OF BUILDING DURING CONSTRUCTION. 9. ALL MATERIAL FINISHES AND STYLES INCLUDING BY NOT LIMITED TO EXTERIOR SIDING, ROOFING, WINDOWS, EXTERIOR TRIM, AND INTERIOR AND EXTERIOR MILLWORK, ETC. SHALL BE APPROVED BY CUSTOMER. 10. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND/OR DISCREPANCIES IN PLAN AND REPORT ERRORS TO DESIGNERS PRIOR TO COMMENCEMENT OF THE WORK, AND TO BE RESPONSIBLE FOR SAME. 12. PRIOR TO THE STATE OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE REQUIRED DESIGN LOADS WITH GOVERNING CODES AND SITE CONDITIONS. VERIFY WITH THE LOCAL BUILDING AGENCIES THE WIND, SEISMIC, SNOW, AND OTHER SPECIAL LOADING CONDITIONS. DESIGNER SHALL BE NOTIFIED OF ALL DISCREPANCIES. DIMENSIONS: 1. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON DRAWINGS. 2. ALL DIMENSIONS TO OPENINGS ARE ROUGH FRAMING UNLESS NOTED OTHERWISE. 3. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE. 4. CEILING HEIGHT DIMENSIONS ARE FROM FLOOR SHEATHING TO UNDERSIDE OF ROOF TRUSS OR FLOOR JOIST. DETAILS: 1. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE. 2. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THE PROJECT. 3. FOLLOW ALL MANUFACTURE'S RECOMMENDED SPECIFICATIONS AND INSTALLATION PROCEDURES UNLESS OTHERWISE DIRECTED. 4. PROVIDE ADEQUATE ANCHORAGE, BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, HVAC EQUIPMENT, ETC. 5. PROVIDE FIRE-BLOCKING AND DRAFT-STOPPING IN SPACES CREATED BY CHASES, FURRING, ETC. IN ACCORDANCE WITH THE APPLICABLE CODES. 6. SMOKE ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODES. 7. WINDOW DESIGN INTENDED TO BE IN COMPLIANCE WITH APPLICABLE CODES IN REGARDS TO EGRESS AND SAFETY GLASS. ALL WINDOW SIZES AND REQUIREMENTS TO BE VERIFIED BY CONTRACTOR WITH MANUFACTURER TO ENSURE COMPLIANCE WITH APPLICABLE CODES. ABBREVIATIONS: CONC. CONCRETE EXT. EXTERIOR FLR. FLOOR FOUND. FOUNDATION FTG. FOOTING OH OVERHEAD SPECS SPECIFICATIONS TYP. TYPICAL SHEET: SCALE: DATE: 7/22/2019 PROJECT INFO: 22x34 (1/4" = 1'-0") 11x17 (1/8" = 1'-0") A1 INITIAL SET: DATE: REVISION #1 DATE: REVISION #2 DATE: REVISION #3 DATE: IRON MEN CONSTRUCTION LLC 702 11TH ST. DALLAS CENTER, IA 50063 DIRECT: 515-210-6014 EMAIL: [email protected] WOODLAND PLAN WOODLAND PLAN MAIN FLOOR = 1846 SQ. FT. LOWER LEVEL = 1846 SQ. FT. TOTAL LIVING = 3692 SQ. FT. ROOF = 4089 SQ. FT. GARAGE = 911 SQ. FT. PORCH = 100 SQ. FT. COVERED PATIO = 277 SQ. FT. SHEET INDEX LABEL TITLE A1 COVER SHEET A2 ELEVATIONS A3 ELEVATIONS A4 FOUNDATION PLAN A5 FOUNDATION DETAILS A6 LOWER LEVEL PLAN A7 MAIN FLOOR PLAN A8 ROOF LAYOUT & WALL SECTION DETAIL A9 MAIN FLOOR CABINET DETAILS A10 LOWER LEVEL CABINET DETAILS A11 LOWER LEVEL ELECTRICAL PLAN A12 MAIN FLOOR ELECTRICAL PLAN

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Page 1: WOODLAND - irp-cdn.multiscreensite.com€¦ · l: c o l l i n @ i r o n m e n c o n s t r u c t i o n. c o m w o o d l a n d p l a n woodland plan main floor = 1846 sq. ft. lower

GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED WITH ALL APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES AND ALL AUTHORITIES HAVING JURISDICTION.

2. THE CONTRACTOR SHALL EXAMINE THE PROJECT DRAWINGS AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCIES FOUND BEFORE PROCEEDING WITH THE WORK.

3. THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE AND REPORT ANY DISCREPANCIES TO THE DESIGNER BEFORE PROCEEDING WITH THE WORK.

4. EACH CONTRACTOR SHALL INCLUDE LABOR, MATERIALS, TOOLS, EQUIPMENT, ETC. FOR THE COMPLETE CONSTRUCTION OF THE WORK INDICATED AS SPECIFIED BY THEDRAWINGS AND SPECIFICATIONS, UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE BETWEEN CONTRACTOR AND CUSTOMER.

5. MATERIALS AS SPECIFIED ON DRAWINGS AND CONTRACTUAL DOCUMENTS SHALL BE USED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DETAILING AND COORDINATIONIN CONJUNCTION WITH SUBSTITUTIONS MADE TO SPECIFIED MATERIALS.

6. DESIGNER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMSIN CONNECTION WITH THE WORK OR FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THEFAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE INTENT OF THE CONTRACT DOCUMENTS.

7. ALL PLUMBING, MECHANICAL, AND ELECTRICAL WORK IS TO BE COORDINATED BETWEEN THE TRADES AS PART OF THEIR INSTALLATION LAYOUT.

8. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND/OR SHARING TO ENSURE STRUCTURAL STABILITY OF BUILDING DURING CONSTRUCTION.

9. ALL MATERIAL FINISHES AND STYLES INCLUDING BY NOT LIMITED TO EXTERIOR SIDING, ROOFING, WINDOWS, EXTERIOR TRIM, AND INTERIOR AND EXTERIOR MILLWORK, ETC.SHALL BE APPROVED BY CUSTOMER.

10. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

11. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND/OR DISCREPANCIES IN PLAN AND REPORT ERRORS TO DESIGNERS PRIOR TO COMMENCEMENT OF THE WORK, AND TO BERESPONSIBLE FOR SAME.

12. PRIOR TO THE STATE OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE REQUIRED DESIGN LOADS WITH GOVERNING CODES AND SITE CONDITIONS. VERIFY WITH THELOCAL BUILDING AGENCIES THE WIND, SEISMIC, SNOW, AND OTHER SPECIAL LOADING CONDITIONS. DESIGNER SHALL BE NOTIFIED OF ALL DISCREPANCIES.

DIMENSIONS:1. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON DRAWINGS.

2. ALL DIMENSIONS TO OPENINGS ARE ROUGH FRAMING UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS TO STUD PARTITIONS ARE TO THE FACE OF STUD UNLESS NOTED OTHERWISE.

4. CEILING HEIGHT DIMENSIONS ARE FROM FLOOR SHEATHING TO UNDERSIDE OF ROOF TRUSS OR FLOOR JOIST.

DETAILS:1. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS NOTED OTHERWISE.

2. WHERE NO SPECIFIC DETAIL IS SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO THAT INDICATED FOR LIKE CASES OF CONSTRUCTION ON THEPROJECT.

3. FOLLOW ALL MANUFACTURE'S RECOMMENDED SPECIFICATIONS AND INSTALLATION PROCEDURES UNLESS OTHERWISE DIRECTED.

4. PROVIDE ADEQUATE ANCHORAGE, BLOCKING, BACKING, AND FRAMING FOR LIGHT FIXTURES, ELECTRICAL UNITS, HVAC EQUIPMENT, ETC.

5. PROVIDE FIRE-BLOCKING AND DRAFT-STOPPING IN SPACES CREATED BY CHASES, FURRING, ETC. IN ACCORDANCE WITH THE APPLICABLE CODES.

6. SMOKE ALARMS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CODES.

7. WINDOW DESIGN INTENDED TO BE IN COMPLIANCE WITH APPLICABLE CODES IN REGARDS TO EGRESS AND SAFETY GLASS. ALL WINDOW SIZES AND REQUIREMENTS TO BEVERIFIED BY CONTRACTOR WITH MANUFACTURER TO ENSURE COMPLIANCE WITH APPLICABLE CODES.

ABBREVIATIONS:CONC. CONCRETE

EXT. EXTERIOR

FLR. FLOOR

FOUND. FOUNDATION

FTG. FOOTING

OH OVERHEAD

SPECS SPECIFICATIONS

TYP. TYPICAL

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A1

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

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TER

, IA

500

63

DIR

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@IR

ON

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N.C

OM

WO

OD

LAN

D P

LAN

WOODLAND PLAN MAIN FLOOR = 1846 SQ. FT.LOWER LEVEL = 1846 SQ. FT.TOTAL LIVING = 3692 SQ. FT.

ROOF = 4089 SQ. FT.GARAGE = 911 SQ. FT.PORCH = 100 SQ. FT.COVERED PATIO = 277 SQ. FT.

SHEET INDEXLABEL TITLEA1 COVER SHEETA2 ELEVATIONSA3 ELEVATIONSA4 FOUNDATION PLANA5 FOUNDATION DETAILSA6 LOWER LEVEL PLANA7 MAIN FLOOR PLANA8 ROOF LAYOUT & WALL SECTION DETAILA9 MAIN FLOOR CABINET DETAILSA10 LOWER LEVEL CABINET DETAILSA11 LOWER LEVEL ELECTRICAL PLANA12 MAIN FLOOR ELECTRICAL PLAN

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SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A2

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

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11TH

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FRONT ELEVATION

REAR ELEVATION

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SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A3

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

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RIGHT ELEVATION

LEFT ELEVATION

Page 4: WOODLAND - irp-cdn.multiscreensite.com€¦ · l: c o l l i n @ i r o n m e n c o n s t r u c t i o n. c o m w o o d l a n d p l a n woodland plan main floor = 1846 sq. ft. lower

CS-3648-E

CS-3648-E

CS

-364

8-E

CS

-364

8-E

UP

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

7' 7'-8" 10'-8" 22'-8" 13'-4"

67'-4"

6'

2'28

'27

'

57'

2'

13'-4"26'28'

54'

6'32

'6'

2'11

'

57'

11'

13'

6'19

'8'

6'-10" 21'-2" 22' 4'

20' 12'

8'

22' 13'-4"

6'

67'-4"

4'19

'4'

20'-9

1/2

"3'

-3"

3'-1

1 1/

2"

11'-3 1/2"2'-0 1/2"3'-2 1/2"16'-3"3'-2 1/2"

13'-2 1/4" 20'-9 3/4" 20'

11'-8 1/4" 14'-3 3/4"

19'

13'

19'

13'

6'

UNEXCAVATED

UNEXCAVATED

109 1/2" FOUNDATION WALL HEIGHT94 7/8" WINDOW HEIGHT

UNLESS OTHERWISE NOTE

VERIFY STEEL BEAM SIZE W/ SUPPLIER

AA5

AA5

AA5

AA5

BA5

BA5

BA5

BA5C

A5

CA5

CA5

CA5

DA5

DA5

DA5

DA5

EA5

EA5

EA5

EA5

DIAGONAL HATCHED AREAREPRESENTS 8" DROP

EA5

EA5

EA5

EA5

FLOOR SYSTEM

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

11 7

/8"

I-JO

IST

S16

" O

.C.

11 7

/8"

I-JO

IST

S16

" O

.C.

11 7

/8"

I-JO

IST

S16

" O

.C.

FLOOR SYSTEM

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

VERIFY STEEL BEAM SIZE W/ SUPPLIER

FIN

AL

STA

IR L

AYO

UT

DE

TE

RM

INE

D B

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UIL

DE

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AA5

AA5

AA5

AA5

DA5

DA5

DA5

DA5

NOTES: 1. THIS DRAWING IS TO PROVIDE THE MASON OR OTHER RESPONSIBLE CONTRACTOR WITH THE

PROPER FOUNDATION DIMENSIONS. IT IS HIS RESPONSIBILITY TO ENSURE THAT THE FOUNDATION ISCONSTRUCTED IN ACCORDANCE WITH THE APPLICABLE CODES AND SOIL CONDITIONS.

2. HEIGHT OF FOUNDATION AND COLUMN SPACING AS SHOWN ARE CRITICAL. IF CHANGES ARE MADE,THEY MUST BE REPORTED IMMEDIATELY TO W.H.I.

3. ALL FOUNDATION FOOTINGS SHALL BEAR ON UNDISTURBED SOIL AT A MINIMUM DEPTH OF 4'-0"BELOW GRADE (DEPENDING ON LOCAL FROST CONDITIONS).

4. VENTING AREA OF BASEMENT WINDOWS SHALL BE 1% OF THE BASEMENT FLOOR AREA (2% FOR BOCACODES). COMBUSTION AIR FOR HEATING EQUIPMENT AND FOUNDATION INSULATION TO BE INACCORDANCE WITH APPLICABLE CODES.

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A4

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

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CO

NS

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CTI

ON

LLC

702

11TH

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, IA

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FOUNDATION PLAN

Page 5: WOODLAND - irp-cdn.multiscreensite.com€¦ · l: c o l l i n @ i r o n m e n c o n s t r u c t i o n. c o m w o o d l a n d p l a n woodland plan main floor = 1846 sq. ft. lower

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

9'-1

1/2

" FO

UN

D. W

ALL

HE

IGH

T

8'-9

1/2

" FL

OO

R T

O C

EIL

ING

HE

IGH

T

1'-6

1/8

"

0'-4

"FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

9'-1

1/2

" FO

UN

D. W

ALL

HE

IGH

T

8'-9

1/2

" FL

OO

R T

O C

EIL

ING

HE

IGH

T

0'-4

"

4'-0

"0'

-8"

MIN

.

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

0'-8

" M

IN.

0'-4

"

4'-0

"

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

9'-1

1/2

" FO

UN

D. W

ALL

HE

IGH

T

0'-8

" M

IN.

8'-9

1/2

" FL

OO

R T

O C

EIL

ING

HE

IGH

T

9'-1

1/2

" FO

UN

D. W

ALL

HE

IGH

T

0'-8

" M

IN.

8'-9

1/2

" FL

OO

R T

O C

EIL

ING

HE

IGH

T

UNEXCAVATED

UNEXCAVATED

109 1/2" FOUNDATION WALL HEIGHT94 7/8" WINDOW HEIGHT

UNLESS OTHERWISE NOTE

VERIFY STEEL BEAM SIZE W/ SUPPLIER

DIAGONAL HATCHED AREAREPRESENTS 8" DROP

FLOOR SYSTEM

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

11 7

/8"

I-JO

IST

S16

" O

.C.

11 7

/8"

I-JO

IST

S16

" O

.C.

11 7

/8"

I-JO

IST

S16

" O

.C.

FLOOR SYSTEM

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

VERIFY STEEL BEAM SIZE W/ SUPPLIER

FIN

AL

STA

IR L

AYO

UT

DE

TE

RM

INE

D B

Y B

UIL

DE

R SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A5

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

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702

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SECTION A-A22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

SECTION B-B22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

SECTION C-C22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

SECTION D-D22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

SECTION E-E22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

TYP. COLUMN BEARING DETAIL

22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

TYP. BEAM POCKET DETAIL22x34 (1" = 1'-0")

11x17 (1/2" = 1'-0")

Page 6: WOODLAND - irp-cdn.multiscreensite.com€¦ · l: c o l l i n @ i r o n m e n c o n s t r u c t i o n. c o m w o o d l a n d p l a n woodland plan main floor = 1846 sq. ft. lower

LINEN5 SHELVES

WH

CS-3648-E

CS-3648-E

CS

-364

8-E

CS

-364

8-E

3/0

3/0

3/0

3/0 2/0

3/0

3/0

UP

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

12'-1"

14'

15'-9

1/2

"

13'-1

0 1/

2"4'

-1 1

/2"

12'-1

"

7'-7 1/2" 10'-1"6'

18'-2

1/4

"

9'-7 1/2"

6'-1

0 3/

4"

6'-1

0 3/

4"

11'-9 1/2"

11'-6

"

3'-6"

5'

5'-5

1/2

"

9'-5"

3'-3"

2'-6" 6'-7 1/2"

3'-6"

13'-2 1/2"

13'-4

1/2

"

13'-4

1/2

"

2'-5

"5'

-11

3/4"

1'-1

0"

15'-7 1/2" 10'-7"

6'

19'-6

1/2

"

5'-1 1/2" 7'-2"

30'-1

"

5'-1

0 1/

2"

9'-5"

12'-1"

EXERCISE ROOM

ART ROOM

BATH 3

OFFICE

LAUNDRY 2

KITCHEN 2

FAMILY

UTILITY/STORAGE

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A6

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

LOWER LEVEL PLAN1846 SQ. FT.

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UP

DN

LINEN5 SHELVES

L

INE

N5

SH

ELV

ES

SH

ELF

W/ R

OD

SH

ELF

W/ R

OD

CLO

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/ RO

D

CLOSET SHELF W/ ROD

CLOSET SHELF W/ ROD

DH

-366

6-E

DH

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3/0 S60

3/0 S63-9L-2-12-S3-5L TR-99-6LIMWDH-2448-GR-TGDH-3648-GR-TG

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DH

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R-T

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ED

H-3

666-

E

DH2-7266-E

DH2-7266-E DH-3666-E

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DH2-7260-TG-GRTR2-7212-TG-GR

16 X 7 OH DOOR

9 X 7 OH DOOR

DH

-366

0

3/0

S60

DH-3666

3/03/0

3/0

2/0

3/0

2/0

3/0

3/0

3/0

5/0

6/0

3/0 2/0

CS3666 FX-3666 CS-3666

UP

CC

CbCb

CcCc

55

4'16'6'4'-10 1/2"12'-5 1/2"3'-10"3'-10"

11'-4" 11'-4" 6'-8" 6'-8"

11'-4" 22'-8" 13'-4"

67'-4"

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

20'

3'8'

-11"

17'-1

"3'

6'2'

5'1'

32'

8'

57'

3'3'

6'

26'17'-4"7'-8"3'

54'

6'-8"6'-8"

13'-4"

14'

14'

4'19

'4'

2'28

'27

'

57'

7'-8"7'6'

13'-1"

15'

10'-8

1/2

"

4'-3" 5' 1'-10"

2'-6

"

5'-0

1/2

"

4'-3

"

2'-3 1/2"

2'-6

"

6'-8"

3'-9"

6'-1

"

6'-7

1/2

"

5'3'

7'-7 1/2"

5'

5'

5'-4

1/2

"

2'

2'

11'-1"

6'-9 1/2"5'17'-8 1/2"

10'

6'-1

"4'

6'-9

"

6'-0 1

/8"

13'-8 1/2"

11'-5

"

13'-1

0 1/

2"

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

7'-1 1/2"

2'-6"

5'

9'-11"

5'-5

1/2

"

3'-3"

3'-6"

9'-11"

12'

5'-8

"4'

-1 1

/2"

6'1'

-10"

5'-8

"

8'-11 1/2"

16'-1

1 1/

2"

4'-6 1/2"

23'-8

1/2

"

22'-1"

12'-8

1/2

"11

'

8"

13'-0 1/2"

27'-5

"

5'-8

1/2

"21

'-8 1

/2"

67'-4"

14'

20'

14'

6'-10 1/2"

13'-6"

3'-11"

3'-4

"

6'-5

1/2

"

11'-1"

22'-4

"

21'-5 1/2"

6'

DISPLAYNICHE

KITCHEN

BREAKFAST

LAUNDRY

BEDROOM 3

BEDROOM 2

BATH 2

PORCH

GARAGE

GREAT ROOM

COVERED PATIO

WINDOW SEAT

MASTER BDRM

MASTER BATH

W.I.C.

FIREPLA

CE

SIDEWALK

GARAGE APPROACH

CC

CC

CCCC

CCCC

CC

CC

CC

CC CC

CC

CC CC

CC

CC CC

CC

CC CC

CC

CC

CC

CC

CbCb CbCb

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BUILDER TO INCLUDERADON FAN

DINING

WOOD CAP

WO

OD

CA

P

109 1/8" WALL HEIGHT94 7/8" WINDOW HEIGHT

UNLESS NOTED OTHERWISE

ALL CLOSETS TO BE 25" DEEP UNLESS OTHERWISE NOTED.

SH

ELF

W/ R

OD

SHELF W/ ROD

13'

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A7

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

MAIN FLOOR PLAN1846 SQ. FT.

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6 : 1

2

6 : 1

26

: 12

10 : 12

10 : 12

6 : 1

2

6 : 1

2

10 : 12 10 : 12

3 : 12

3 : 12

3 : 1

2

1'-6

"

1'

1'

1'-6

"

1'

1'-6

"

1'-6"

1'

1'-6"

1'-6"

1' 1'

1'-6" 1'-6

"

1'

1'

1'-6

"

1'-6"

1'

1'-6"

1'-6

"

1'-6"

1'-6

"

ROOF- ENGINEERED TRUSSES PER TRUSS DESIGN, 24" O.C.- 12" ENERGY HEEL MIN.- 1/2" OSB SHEATHING WITH CLIPS- FELT UNDERLAYMENT- ARCHITECTURAL SHINGLES- SEE ROOF PLAN FOR ROOF PITCH

CEILING/ATTIC- R-50 INSULATION- 5/8" GYPSUM BOARD

EXTERIOR WALLS- 2x6 STUDS, 16" O.C.- 7/16" OSB SHEATHING- R-19 INSULATION- 6 MIL VAPOR BARRIER- HORIZONTAL SIDING

INTERIOR WALLS- 2x4 STUDS, 16" O.C.- 1/2 GYSUM BOARD EACH SIDE

FLOOR- 3/4" OSB SHEATHING- 11 7/8" I-JOISTS, 16" O.C.

FOUNDATION- 2x6 TREATED PLATE W/ ANCHOR BOLTS 8' O.C.- SILL SEALER- 8" POURED WALL @ 108" W/ DAMP PROOFING- R-13 FURRED WALL AT BASEMENT INTERIOR- 4" POURED CONCRETE FLOOR- 6 MIL POLY VAPOR BARRIER- CONTINUOUS 16x8 CONCRETE FOOTING- DAYLIGHT DRAIN TILE W/ DOWNSPOUTS TIED IN.

OVERHANG- ALUMINUM SOFFIT & FASCIA- 2x8 SUB-FASICA- SEE ROOF PLAN FOR DIMENSIONS

0'-8

" M

IN.

7'-1

0 7/

8" W

IND

OW

HE

IGH

T

1'-0

5/8

"

8'-9

1/2

" FL

OO

R T

O C

EIL

ING

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IGH

T

9'-1

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" FO

UN

DA

TIO

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ALL

HE

IGH

T9'

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WA

LL H

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0'-4

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CEILING/ATTIC- R-50 INSULATION- 5/8" GYPSUM BOARD

EXTERIOR WALLS- 2x6 STUDS, 16" O.C.- 7/16" OSB SHEATHING- R-19 INSULATION- 6 MIL VAPOR BARRIER- HORIZONTAL SIDING

INTERIOR WALLS- 2x4 STUDS, 16" O.C.- 1/2 GYSUM BOARD EACH SIDE

FLOOR- 3/4" OSB SHEATHING- 11 7/8" I-JOISTS, 16" O.C.

FOUNDATION- 2x6 TREATED PLATE W/ ANCHOR BOLTS 8' O.C.- SILL SEALER- 8" POURED WALL @ 108" W/ DAMP PROOFING- R-13 FURRED WALL AT BASEMENT INTERIOR- 4" POURED CONCRETE FLOOR- 6 MIL POLY VAPOR BARRIER- CONTINUOUS 16x8 CONCRETE FOOTING- DAYLIGHT DRAIN TILE W/ DOWNSPOUTS TIED IN.

OVERHANG- ALUMINUM SOFFIT & FASCIA- 2x8 SUB-FASICA- SEE ROOF PLAN FOR DIMENSIONS

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A8

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

ROOF PLAN4089 SQ. FT.

TYP. WALL SECTION DETAIL22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

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DN

LCB

36R

B18R

SB

36D

/WB

24R

BD

24-3

DB

24R

B15

RB

15L

LCB

36R

B18R

SB

36D

/WB

24R

BD

24-3

DB

24R

B15

RB

15L

WA

2430

R

W3030

W27

30W

3012

W15

30R

W36

1224

TEP84

TEP84

DN

SB

33B

33S

B33

B33

W33

30W

3330

CLO

SE

T S

HE

LF W

/ RO

D

TEP84

TEP84

DN

VS

B30

VS

B30

VD

12-3

DV

SB

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SB

30V

D12

-3D

L

INE

N5

SH

ELV

ES

TEP84

TEP84

DN

VCD48VCD48

TEP84

TEP84

SHEET:

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:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A9

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

KITCHEN22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

LAUNDRY22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

MASTER BATH22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

BATH 222x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

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SB42BLS36R

B36

D/WB

CB

15L

B24

-3D

B30

B36

B30

SB42BLS36R

B36

D/WB

CB

15L

B24

-3D

B30

B36

B30

WA

2430

L WA2430RW3630

W36

30

W30

12

W36

12

W4218W

1530

R

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

SB

30B

21-3

DB

30S

B30

B21

-3D

B30

U21

2484

L

W30

30W

3030

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

VDC42VDC42

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A10

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

LOWER LEVEL KITCHEN22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

LOWER LEVEL LAUNDRY22x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

LOWER LEVEL BATH 322x34 (1/2" = 1'-0")11x17 (1/4" = 1'-0")

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WH

UP

2x6 BEARING WALL

4" POUREDCONC. FLR.

THICKENEDSLAB

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED WALL

16X8 POURED CONC. FTG.

2X6 SILL PLATEBY BUILDER

4" POUREDCONC. FLR

FLOOR SYSTEM

4" POUREDCONC. FLOOR

8" POURED CONC. WALL

16X8 POURED CONC. FTG.

UNEXCAVATED

GRADE

16X8 POURED CONC. FTG.

4" POUREDCONC. FLOOR

GRADE

8" POURED WALL

16X8 POUREDCONC. FTG.

T.B.D.4"

T.B.D.

T.B.D.

BEAM POCKET SIZETO BE VERIFIED BY SUPPLIER

FAN W/ LIGHT KIT

FAN W/ LIGHT KIT

FAN W/ LIGHT KIT

FAN W/ LIGHT KIT

FLUSH

R

FAN/CAN

R R

RR

RR

RR

R R R

RR

RRR

RRR

R

R

R

RR

RR

GFCI GFCI

GFCI

GFCI

GFCI

GFCI

RA

M

DW

R

GFCI

GFCI

CW

CD

GFCI

R R

R

RTRANSFERSWITCH

SHEET:

SCALE:

DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A11

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

LOWER LEVEL ELECTRICAL PLAN

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UP

DN

UP

WP

GFCI

FAN W/ LIGHT KIT

R R

R R

2-LI

GH

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AT

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LIG

HT

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FLUSH

FAN/CAN

FAN/CAN

R

R

R

R R

3-LIGHT BATH

CHANDELIER

R R R

FAN W/ LIGHT KIT

R RR

R

R

CHANDELIER

R

R

R

R

PENDANT

FAN W/ LIGHT KIT

FAN W/ LIGHT KIT

FAN/CAN

R

220V 220V

CEILING FAN

R R

RR

RR

FLOOD

FLOOD

FLOOD

OU

TD

OO

R

WP

R R

R R

CD

CW

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

GFCI

WP

3

R

RRR

R

R

R

R

R

R

PENDANT

PENDANT

ROOF LINE

SHEET:

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DATE: 7/22/2019

PR

OJE

CT

INFO

:

22x34 (1/4" = 1'-0")11x17 (1/8" = 1'-0")

A12

INITIAL SET:DATE:

REVISION #1DATE:

REVISION #2DATE:

REVISION #3DATE:

IRO

N M

EN

CO

NS

TRU

CTI

ON

LLC

702

11TH

ST.

DA

LLA

S C

EN

TER

, IA

500

63

DIR

EC

T: 5

15-2

10-6

014

EM

AIL

: CO

LLIN

@IR

ON

ME

NC

ON

STR

UC

TIO

N.C

OM

WO

OD

LAN

D P

LAN

MAIN FLOOR ELECTRICAL PLAN