The Roseburg

PROJECT INFORMATION:

866-904-9255

Building Systems

HOBBS

ROSEBURG, OR - RESIDENCE

HOBBS Vertical ICF Wall System Go Engineered.Go Easy.Go Green.

1.

2.

3.

4.

ALL WORK TO BE PERFORMED UNDER THE IRC 2018 - VERIFY ADAPTATION OF CODE WITH LOCAL JURISDICTION. STRUCTURAL PROVISIONS TO BE REFERENCED IN THE STRUCTURAL DRAWINGS. ALL STRUCTURAL RELATED INFORMATION CONTAINED IN THESE DOCUMENTS TO BE SUPERCEDED BY THAT WHICH IS CONTAINED IN THE STRUCTURAL DRAWINGS. - ENSURE STRUCTURAL DRAWINGS ARE SIGNED AND STAMPED BY A LICENCED STRUCTURAL ENGINEER IN THE STATE OF OREGON. FOR ALL SITE PREPERATIONS, FOOTING & FOUNDATION PREPARATIONS AND REQUIREMENTS, REFERENCE GEOTECHNICAL ENGINEERING SITE ASSESSMENT & DESIGN RECOMMENDATIONS FOR RESIDENTIAL SITE DEVELOPMENTS, BY GEO ENGIREONMENTAL ENGINEERING, PREPARED ON 4 FEBRUARY, 2020.

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

GENERAL NOTES:

PROJECT DESCRIPTION: NEW CONSTRUCTION SINGLE FAMILY RESIDENCE DESIGNER: HOBBS BUILDING SYSTEMS 3D View 3

Area Schedule Area 2720 SF 694 SF

TOTAL FINISHED AREA:

Type Mark A B C Cf E F G H I J K L

Type 30" x 56" 30" x 50" 36" x 62" 36" x 62" 38" x 12" 24" x 38" 36" x 38" 24" x 62" 45.25 x 45.75 36" x 48" 36" x 48" 3 36" x 50"

2,690 SF

Width 2' - 5 1/2" 2' - 5 1/2" 2' - 11 1/2" 2' - 11 1/2" 3' - 1 1/2" 1' - 11 1/2" 2' - 11 1/2" 1' - 11 1/2" 3' - 9 1/2" 3' - 9 1/4" 3' - 8 9/16" 3' - 0"

Comments

Window Schedule

Head Rough Height Width Height 4' - 7 1/2" 6' - 10 3/4" 2' - 6" 4' - 1 1/2" 2' - 6" 5' - 1 1/2" 6' - 10 3/4" 3' - 0" 5' - 1 1/2" 6' - 10 3/4" 3' - 0" 11 1/2" 7' - 8 1/2" 3' - 2" 3' - 1 1/2" 6' - 10 3/4" 2' - 0" 3' - 1 1/2" 6' - 10 3/4" 3' - 0" 5' - 1 1/2" 6' - 10 3/4" 2' - 0" 3' - 9 3/4" 11' - 8 1/4" 3' - 9 3/4" 11' - 8 1/4" 3' - 1 3/16" 6' - 1 5/16" 4' - 2" 6' - 10 3/4"

Rough Height 4' - 8" 4' - 2" 5' - 2" 5' - 2" 1' - 0" 3' - 2" 3' - 2" 5' - 2"

Count 8 5 3 1 1 2 1 2 2 2 2 2

Comments SINGLE HUNG CASEMENT FIXED FIXED TRANSOM SINGLE HUNG SINGLE HUNG SINGLE HUNG FIXED POLYGON TRIANGLE CASEMENT

PROJECT DATE : 21 JULY, 2020

Name MAIN FLOOR GARAGE

GENERAL WINDOW NOTES: ALL BEDROOM WINDOWS TO MEET EGRESS 1.

ALL WINDOWS TO MEET CODE REQUIREMENTS FOR SAFETY GLASS 2.

HEAD HEIGHTS ARE LISTED AS DISTANCE ABOVE SUB-FLOOR 3.

Door Schedule Mark

PROJECT LOCATION

N 1

PROJECT LOCATION 1/4" = 1'-0"

1 2 3 3'PK 4 4'BP 4'DB 5 5'BP 18x8 30"DO 1668 2468 2668 2868 3068

Width 3' - 0" 3' - 0" 15' - 11 1/2" 3' - 0" 2' - 8" 4' - 0" 4' - 0" 3' - 0" 5' - 0" 18' - 0" 2' - 6" 1' - 6" 2' - 4" 2' - 6" 2' - 8" 3' - 0"

Height 6' - 8" 6' - 8" 6' - 7 1/2" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 8' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

Head Height 6' - 8" 6' - 8" 6' - 7 1/2" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 5' - 8" 6' - 8" 7' - 0" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8" 6' - 8"

Count 1 1 1 1 1 1 1 1 1 1 1 1 3 5 3 2

Comments FRONT ENTRY GARAGE/HOUSE ENTRY GREAT ROOM PATIO DOOR POCKET DOOR MASTER BATH EXTERIOR DOOR BI-PASS DOUBLE DOOR (FUTURE) GARAGE EXTERIOR DOOR BI-PASS 18' x 8' OVERHEAD GARAGE DOOR W/ WINDOWS DRYWALL OPENING FROSTED GLASS INSERT - DISH CLOSET

GENERAL DOOR NOTES: 1.

VERIFY ALL ROUGH OPENINGS WITH MANUFACTURER FOR HEAD HEIGHTS PRIOR TO CONSTRUCTION. COORDINATE GARAGE DOOR HEIGHT WITH GARAGE FLOOR ELEVATION. 2.

JOB # : 202119

2

DRAWING SCALE : 1/4" = 1'-0" REVISION DATE :

DRAWING NAME : COVER SHEET

A000

3

WOOD FRAMED WALL ON THICKENED SLAB EDGE ON CONC. FOOTING 68' - 0"

35' - 4"

20' - 8"

12' - 0"

4 A201

PIER LOCATION - VERIFY W/ PIER CONTRACTOR

2

1 3/4" x 11 7/8" LVL LEDGER @ PERIMETER - SHOWN SHADED

SPREAD FOOTING, TYP.

2

2

2x6 TREATED @ 16" O.C.

2

15' - 3"

11 7/8" TRUSS JOIST @ 16" O.C.

15' - 3"

12' - 4"

2

DBL. JOIST UNDER FUTURE FIREPLACE

5 A501

STEP FTG. 11' - 0 1/2"

3 A201

11' - 1"

11' - 1"

11' - 1"

11' - 1"

11' - 0 1/2" STEP FTG.

31' - 9"

BEAM POCKET

BEAM POCKET

BEAM, TYP.

FTG-2

POST, TYP.

(TYP.)

UP

2' - 3 1/2"

1 3/4" x 11 7/8" LVL LEDGER @ PERIMETER - SHOWN SHADED

1

9 1/2"

Go Engineered.Go Easy.Go Green.

FND

ALL FOUNDATION WALLS TO BE HOBBS VERTICAL ICF (HVICF).

SEE HVICF SHOP DRAWINGS AND STRUCT. FOR REINFORCING

FTG-1

REINF. CONCRETE FOOTING BY OTHERS - SEE STRUCT.

FTG-2

REINF. CONC. PAD FOOTING - SEE STRUCT.

59' - 11"

45' - 3"

16' - 6"

59' - 11"

CRAWLSPACE ACCESS

16' - 1 1/4"

11 7/8" TRUSS JOIST @ 16" O.C.

PAD FOOTING, TYP.

1

Vertical ICF Wall System

FOUNDATION WALL & FOOTING SCHEDULE 9 1/2"

9 1/2"

HOBBS

1 BEAM POCKET

11' - 1"

12' - 5"

9 1/2"

27' - 1"

BEAM POCKET

11' - 0 1/2"

STEP FOOTING

1

2

1

1 3/4" x 11 7/8" LVL LEDGER @ PERIMETER - SHOWN SHADED

1

2' - 8 1/2"

24' - 6"

A201

13' - 10 3/4"

11 7/8" TRUSS JOIST @ 16" O.C.

1

PROJECT DATE : 21 JULY, 2020

2x6 TREATED @ 16" O.C.

GENERAL NOTES: ALL EXTERIOR FOUNDATION WALLS TO BE HOBBS VICF W/ 1.

WATERPROOFING - SEE SUPPLIER SHOP DRAWINGS FOR WALL HEIGHTS, DETAILS AND SPECIAL ASSEMBLIES REQUIRED. COLUMN, BEAM AND FOOTING SIZES TO BE DETERMINED BY PROJECT 2.

ENGINEER. 3.

VERIFY LOCAL FROST DEPTH REQUIREMENTS AND COORDINATE STEP FTG. LOCATIONS. 4.

ALL EXTERIOR DIMENSIONS TO HOBBS VICF WALLS ARE TO OUTSIDE EDGE OF FURRING ASSEMBLY. 5.

ALL EXTERIOR DIMENSIONS TO WOOD STUD WALLS ARE TO OUTSIDE EDGE OF SHEATHING. ALL INTERIOR DIMENSIONS TO WOOD STUD WALLS ARE TO EDGE OF STUD. 6.

7.

ALL DIMENSIONS TO COLUMNS ARE TO CENTERLINE OF COLUMN. BEAM POCKETS TO BE PLACED IN HVICF WALL AT ALL BEAM LOCATIONS 8.

WHERE BEARING ON HVICF WALL 9.

VERIFY ALL TOILET LOCATIONS WITH FLOOR JOIST LOCATIONS TO ENSURE PROPER CLEARANCE FOR PLUMBING PIPES. ADHERE TO ALL BUILDING CODES, LOCAL & OTHERWISE TO TAKE 10.

PRECEDENCE OVER THESE PLANS

2

2

2- 2x10 TREATED DECK BEAM, TYP.

3' - 8"

1 A201

12' - 4"

3' - 8"

2x6 TREATED @ 16" O.C.

UP

2- 2x10 TREATED DECK BEAM, TYP.

866-904-9255

HOBBS VICF FOUNDATION WALL: EXPOSED STUD - FLATWALL WALL HEIGHT = 7'-0"

Building Systems

2

HOBBS

HOBBS VICF FOUNDATION WALL: EXPOSED STUD - FLATWALL WALL HEIGHT = 4'-0"

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

1

STEP FOOTING

11' - 0"

THICKENED SLAB EDGE - SEE TYPICAL GARAGE FOUNDATION SECTION

10

4' - 0"

JOB # : 202119

A501

35' - 4"

28' - 8" 68' - 0"

N

1

FTG. & FND. PLAN 1/4" = 1'-0"

DRAWING SCALE : 1/4" = 1'-0" REVISION DATE :

DRAWING NAME : FTG. & FND. PLAN

A101

OUTLINE OF FUTURE DECK

4

HOBBS VICF MAIN FLOOR WALL: EXPOSED STUD - FLATWALL WALL HEIGHT = 9'-11 5/8"

5 8' - 0"

A201 68' - 0"

OUTLINE OF FUTURE DECK

35' - 4"

20' - 8"

12' - 0"

STEPS 8' - 7 1/2"

13' - 4 1/2"

11' - 11 1/2"

1' - 4 1/2"

10' - 4"

10' - 4"

5' - 3 1/4"

6' - 8 3/4" 8' - 0"

WALL TYPE 2

A201 A

A

H

6' - 0"

3' - 8 1/2"

4' - 11"

2' - 3 1/4"

8' - 6 1/2"

2' - 6 3/4"

5' - 10"

6' - 1 1/2"

WALL TYPE 1

H A

A

A

B

B

HOBBS

3' - 8"

1' - 6" 2' - 2"

3' - 8"

1 A

8"

3

866-904-9255

Building Systems

HOBBS

HOBBS VICF MAIN FLOOR WALL: EXPOSED STUD - FLATWALL WALL HEIGHT = 9'-0 3/8"

4

C

Vertical ICF Wall System

3' - 6"

9' - 10 1/2"

2' - 1 3/4"

FUTURE WALLS

9' CLG.

3068

9 1/2"

5

4

12' - 9"

2' - 4 1/2"

9' - 11 1/2"

2' - 3"

5' - 8"

4' - 2 1/2"

5' - 5 1/2"

24' - 3 7/8"

GARAGE 27'-1" X 23'-8"

3068

11' - 8 1/2" 45' - 3"

6' - 9"

HOSE BIBB

9 1/2" LINEN

7' - 0"

GUEST BEDROOM 19'-7" x 13'-2"

F.D.

A201

4' - 0 1/2"

59' - 11"

3' - 4 1/2"

5'BP

BEDROOM 12'-0" x 10'-9"

2

4' - 8 1/2"

L

WALL TYPE 5, TYP. 4'BP

4 4

PROJECT DATE : 21 JULY, 2020

7' - 7"

5' - 3"

BATH

9' - 8 1/2"

4

7' - 9"

9' - 4 1/2"

4' - 0"

10"

2468

2868

F

4' - 3 3/4"

WH

2868

FURN.

FD.

3' - 10 1/2"

2

3' - 0 1/2"

OVENS

MECH.

3' - 3 1/2"

F

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

4' - 10 1/2"

BATH

9 1/2"

2668

2x6 2468

2' - 3"

HOSE BIBB

7' - 0"

7' - 10 1/2"

6' - 10 1/2"

10' - 5 1/2"

SHELVES

2' - 0"

UTILITY SINK

3' - 7 1/2" 2668

8' - 4 1/2"

2668

STEP

MASTER BATH

W.I.C. 8'-0" x 10'-1"

MUD / LAUNDRY

PANTRY

8' - 0"

4

2668

2' - 9"

KITCHEN 12'-6" x 13'-5"

6' - 6 1/2"

6' - 0 1/2"

CABINET ENTRY

G

3' - 7"

2' - 4 1/2"

CRAWLSPACE ACCESS

5' - 5"

8' - 8 1/2"

7' - 7"

3' - 0 1/4"

W

APPLIANCE GARAGE

VEG. SINK

2' - 2"

LINEN

3'PK

SEWING NOOK

1' - 9"

30"DO

D

14' - 3"

DW

7' - 8 1/2"

REF.

3'x5' ISLAND

3' - 11"

5' - 2 1/2"

2668

2468

59' - 8 7/8"

5' - 2"

2' - 0"

B

6' - 7 1/2"

9' CLG.

2868

FUTURE SAUNA

3' - 6 1/2"

31' - 9"

6' - 10"

3' - 9 1/4"

2' - 11 1/4"

7' - 10 1/2"

4' - 0"

FUTURE JET TUB W/ SURROUND

1' - 5" 1' - 10"

1

5' - 2 1/2"

3' - 10 1/2"

4'DB

5' - 4 3/4"

3 9 1/2"

C

TRANS. ABOVE

E

A201

9 1/2"

6' - 1 1/2"

1' - 8 1/2"

Cf

1' - 6 1/2"

WOOD STOVE 9' - 9 3/4"

SITTING ROOM 7-6" x 10'-6"

12' - 3 1/2"

MASTER BEDROOM 13'-0" x 15'-9"

5' - 6 1/4"

VAULT 4

DEN 11'-7" x 11'-11"

12' - 3"

GREAT ROOM 19'-3" x 15'-10"

2' - 10"

8' - 8 3/4"

17' - 6"

A

22' - 10 1/2"

8' - 0"

6' - 0"

DINING ROOM 11'-10" x 10'-9"

5' - 7"

A

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

C

4

4

6' - 2 1/4"

FUTURE FIREPLACE LOCATION

2' - 6"

9 1/2"

5' - 2 3/4"

Go Engineered.Go Easy.Go Green.

5' - 0"

4

F.D.

9 1/2"

UTILITY SINK

18x8

L

5' - 5 1/2"

6' - 11 1/8"

B 2' - 4 1/2"

12' - 1 3/4"

8' - 7 1/4" 20' - 9"

14' - 7" 11' - 6 7/8"

B

11' - 0"

5

5/8"

3' - 7 1/4"

JOB # : 202119

5

A501

6' - 0"

10

4' - 0"

5

35' - 4"

28' - 8" 68' - 0"

WALL TYPE 1: - TYP. EXT. <EXT.> SIDING / FINISH ON HOBBS VERTICAL ICF WALL SYSTEM 1/2" PAINTED GWB WALL FINISH <INT.>

N 1

MAIN FLOOR PLAN 1/4" = 1'-0" WALL TYPE 4: - TYP. INT. LOAD BRG. <INT.> 1/2" PAINTED GWB WALL FINISH 2x4 STUDS @ 16" O.C. W/ 1/2" PAINTED GWB WALL FINISH <INT.>

WALL TYPES 1/4" = 1'-0"

WALL TYPE 2: - WD. FRAMED EXT. <EXT.> LAP SIDING ON 2" FOAM BOARD ON HOUSE WRAP DRAINAGE PLANE ON 1/2" SHEATHING ON 2x6 STUDS @ 16" O.C. W/ 4mil VAPOR RETARDANT UNDER 1/2" PAINTED GWB WALL FINISH <INT.> (INSULATE CAVITY W/ R-19 MIN.)

WALL TYPE 5: - TYP. INT. NON LOAD BRG. <INT.> 1/2" PAINTED GWB WALL FINISH 2x4 OR 2x6 STUDS (SEE PLAN) @ 24" O.C. 1/2" PAINTED GWB WALL FINISH <INT.>

WALL TYPE 3: - EXT. GARAGE <EXT.> LAP SIDING ON WEATHER BARRIER ON 1/2" SHEATHING ON 2x4 STUDS @ 16" O.C. W/ 4mil VAPOR RETARDANT UNDER 1/2" PAINTED GWB WALL FINISH <INT.> (INSULATE CAVITY W/ R-13 MIN.)

DRAWING SCALE : 1/4" = 1'-0" REVISION DATE :

DRAWING NAME : MAIN FLOOR PLAN

A102

SHAKES TEXTURED PANEL FINISH

VERTICAL SIDING

PROFILED FASCIA

FRIEZE BOARD

TOC 8' - 11 5/8" WOOD COL. TYP.

E

BEAM

CORNER TRIM, TYP.

WOOD COL.

STONE CAP

HOBBS

STONE VENEER COL.

Vertical ICF Wall System Go Engineered.Go Easy.Go Green.

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

1st Floor 0" LAP SIDING TRIM

WEST ELEVATION 4 1/4" = 1'-0"

1' - 4"

TOC 8' - 11 5/8"

2' - 0"

20' - 8" (SEE 1/A201 FOR

2' - 0"

866-904-9255

Building Systems

HOBBS

PROFILED FASCIA, TYP.

ADDITION DIMENSIONS)

WOOD FRAMED WALL BELOW

TOP FTG. -4' - 0 3/4"

2' - 0"

HVICF WALL BELOW 2' - 0"

2' - 0"

2' - 0 3/4"

1st Floor 0"

2' - 0"

9' - 10"

10" / 1'-0"

10" / 1'-0"

1

PORCH BEAM, TYP.

SOUTH ELEVATION 1/8" = 1'-0"

6" / 1'-0"

2' - 0"

1' - 6 3/4"

15' - 9 1/4"

VAULT

TRUSS BRG. 20' - 10 7/8"

3" / 1'-0"

9' - 10 1/2"

8"

SHAKES TRIM BAND

1' - 6 3/4"

LAP SIDING

TOC 8' - 11 5/8"

6" / 1'-0"

END VAULT @ DASHED WALLS BELOW

3) OPTION TO PROVIDE VAULTED TRUSSES FOR STORAGE AREA ABOVE THESE ROOMS

2' - 0"

3" / 1'-0"

TOP FTG. -4' - 0 3/4" 3

EAST ELEVATION 1/8" = 1'-0"

2) ALTERNATE OPTION FOR STD. TRUSSES W/ WEBBING TO ACCOMODATE MINIMAL STORAGE CAPABILITIES OPTIONAL GABLE DORMER

2' - 0"

6" / 1'-0"

1' - 4"

OPTIONAL GABLE DORMER

TOC 8' - 11 5/8"

2' - 0"

1st Floor 0" 2' - 0"

TOP FTG. -4' - 0 3/4"

N 5

ROOF PLAN 3/16" = 1'-0"

JOB # : 202119

6" / 1'-0"

1) OPTION TO PROVIDE ATTIC TRUSSES FOR STORAGE AREA ABOVE THE GARAGE.

10" / 1'-0"

5' - 4 3/4"

1st Floor 0"

3" / 1'-0"

9' - 2"

PROJECT DATE : 21 JULY, 2020

1' - 4 3/4"

2

NORTH ELEVATION 1/8" = 1'-0"

DRAWING SCALE : As indicated REVISION DATE :

DRAWING NAME : ELEVATIONS

A200

3' - 8 5/8"

K

3' - 1 3/4"

I

I

HOBBS

J

J

Vertical ICF Wall System

8"

3' - 9 3/4"

3 1/2"

K

866-904-9255

Building Systems

3 1/2"

HOBBS

3' - 1 3/16"

3' - 8 5/8"

3' - 9 1/4"

3 1/2"

3' - 9 1/4"

3 1/2"

3' - 9 1/4"

3 1/2"

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

Go Engineered.Go Easy.Go Green.

20' - 8" (OUT TO OUT OF FOAM)

3' - 9 1/4"

20' - 3" (OUT TO OUT OF STUDS)

5

WINDOW ELEVATION 1/2" = 1'-0"

5 1/2"

19' - 4" (INT. STUD TO STUD)

V DE ERI P T FY H

5 A201

5 1/2"

PARALLEL CHORD TRUSS VAULT

* VERIFY HEEL HEIGHT - ALIGN EAVES ON ALL SIDES OF HOME.

TOC 8' - 11 5/8"

K 9'-1 1/8" PLT. HT.

HEEL *

2' - 3 7/8"

2 A501

K

I J

I

TOC 8' - 11 5/8"

J

WIN. H.H.

~ 1' - 0 3/4" +/-

6' - 10 3/4"

1st Floor 0"

6 A501

3/4"

1 A501

WD. HEADER 3- 2x12 W/ 2LAYERS 1/2" PLYWOOD (VERIFY W/ ENG.)

1st Floor 0"

EXIST. GRADE

TOP FTG. -4' - 0 3/4"

3 A501

7' - 0"

CRAWLSPACE 6' - 0"

4 A501

-7' - 0 3/4"

SEE GEOTECHNICAL REPORT FOR OVEREXCAVATION REQUIREMENTS

BUILDING SECTION - EAST WING 1/4" = 1'-0"

1

BUILDING SECTION - GREAT ROOM 1/4" = 1'-0"

PROJECT DATE : 21 JULY, 2020

4

PARALLEL CHORD TRUSS VAULT

TOC 8' - 11 5/8"

JOB # : 202119

TOC 8' - 11 5/8"

WATER HEATER

9 A501

SLOPE SLAB TO FLOOR DRAINS

8 A501

7 A501

STEP

1st Floor 0"

1st Floor 0"

DRAWING SCALE : As indicated REVISION DATE :

DECK BEAM

TOP FTG. -4' - 0 3/4"

2

BUILDING SECTION - GARAGE 1/4" = 1'-0"

TOP FTG. -4' - 0 3/4"

3

BUILDING SECTION 1/4" = 1'-0"

DRAWING NAME : SECTIONS

A201

HOBBS VICF VERT. REINF. - SEE SHOP DWG'S

DRIVEWAY / SITE PAVING -BY OTHERS

HOBBS VICF BOT. REINF. - SEE SHOP DWG'S HOBBS VICF TOP REINF. - SEE SHOP DWG'S

3/4"

THICKENED O.H. SILL KEYWAY @ GARAGE SLAB ONLY

1st Floor 0"

HORIZ. WALL JOINT

1' - 0"

GARAGE SLAB ON GRADE - SEE STRUCT. FOR REINFORCING

4"

1st Floor 0"

3/4" T&G PLYWOOD SUB-FLOOR

KEYWAY @ GARAGE SLAB ONLY

1' - 0"

REFER TO GEOTECHNICAL REPORT FOR RECOMMENDED DEPTH BELOW EXISTING GRADE & OVEREXCAVATION

HOBBS VICF WALL SYSTEM GARAGE SLAB ON GRADE

-2' - 0"

REINF. FOOTING - SEE STRUCT.

COMPACTED FILL REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS

9

OVERHEAD SILL SECTION 1 1/2" = 1'-0"

ASPHALT SHINGLES OVER ROOFING FELT OVER 1/2" ROOF SHEATHING ON PRE-ENGINEERED WOOD TRUSSES @ 2'-0" O.C.

(MIN. - VERIFY)

1' - 0" HEEL

8

DOOR THRESHOLD

FLASHING DECKING

HOBBS VICF WALL SYSTEM

RIPPED TREATED 2x6 TOP PLATE @ ALL EXT. DOOR LOCATIONS

Go Engineered.Go Easy.Go Green.

WALL TYPE 2

RIPPED TREATED 2x6 TOP PLATE @ WOOD FRAMED WALL ABOVE

SIDING

FLASHING

3/4" T&G PLYWOOD SUB-FLOOR

3/4" T&G PLYWOOD SUB-FLOOR

TREATED 2x DECK LEDGER

1st Floor 0"

Vertical ICF Wall System

TYPICAL GARAGE/HOUSE DETAIL 1 1/2" = 1'-0"

HOUSE WRAP BEHIND 2" FOAM BOARD - LAP OVER FLASHING

EXT. DOOR

PROFILED FASCIA

HOBBS

HOBBS VICF VERT. REINF. - SEE SHOP DWG'S

REINF. FOOTING - SEE STRUCT.

TYPICAL GARAGE FOUNDATION SECTION 10 3/4" = 1'-0"

2x6 SUB-FASCIA

1 3/4" x 11 7/8" LVL LEDGER, ENTIRE PERIMETER

FOUNDATION DRAINAGE

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

FOUNDATION DRAINAGE

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Building Systems

HOBBS

OVERHEAD DOOR - SEE SCHEDUL

DECKING

1st Floor 0"

TOC 8' - 11 5/8" DECK JOIST

1/2" GWB

JOIST HANGER TREATED 2x10 TOP PLATE W/ 1/2"Ø A.B. - SEE STRUCT.

DECK LEDGER

TYPICAL WALL TOP OF WALL 1 1/2" = 1'-0"

7

9 1/2"

3/4"

3/4" T&G PLYWOOD SUB-FLOOR

HORIZ. WALL JOINT

GALV. A.B. IN 3"Ø CORE DRILL - SEE PROJECT ENGINEERING FOR BOLT SIZE & SPACING

SIMPSON ICFVL LEDGER CONNECTOR - SEE HOBBS VICF SHOP DWG'S FOR SPACING REQUIREMENTS

HOBBS VICF WALL SYSTEM

HOBBS VICF WALL SYSTEM

2

1 3/4" x 11 7/8" LVL LEDGER, ENTIRE PERIMETER

TYPICAL DETAIL @ EXT. DOOR 1 1/2" = 1'-0"

SQUASH BLOCK PER MFG. REQUIREMENTS

SQUASH BLOCK PER MFG. REQUIREMENTS

6

1

3/4" T&G SUB-FLOOR

3/4" T&G SUB-FLOOR

11 7/8" TRUSS JOIST FLOOR SYSTEM

1st Floor 0"

1st Floor 0"

1st Floor 0"

MULTI-PLY BEAM (SEE STRUCT.)

11 7/8" TRUSS JOIST FLOOR SYSTEM JOIST HANGER

LVL FLOOR BEAM

JOIST HANGER POST CAP

1 3/4" x 11 7/8" LVL LEDGER, ENTIRE PERIMETER

TYPICAL WALL JOINT & JOIST BRG. 1 1/2" = 1'-0"

HOBBS VICF WALL SYSTEM

TYPICAL DETAIL @ WD. FRAMED SILL 1 1/2" = 1'-0"

HOBBS VICF WALL SYSTEM

SIMPSON ICFVL LEDGER CONNECTOR - SEE HOBBS VICF SHOP DWG'S FOR SPACING REQUIREMENTS

1 3/4" x 11 7/8" LVL LEDGER, ENTIRE PERIMETER

4

TYPICAL FLOOR BEAM DETAIL 1 1/2" = 1'-0"

CRAWLSPACE

PROJECT DATE : 21 JULY, 2020

VENTED SOFFIT PANEL, TYP.

6x4 POST (VERIFY W/ STRUCT.)

FOUNDATION WATERPROOFING HOBBS VICF WALL SYSTEM

HOBBS VICF WALL REINF. - SEE SHOP DWG'S POST BASE

FOUNDATION DRAINAGE CRAWLSPACE SUBSTRATE

FTG-2

JOB # : 202119

DRAINAGE FILL

(SEE STRUCT.)

TOP FTG. -4' - 0 3/4"

OVEREXCAVATION - SEE GEOTECHNICAL REPORT FOR LIMITS

FOOTING REINFORCING

BY OTHERS - SEE STRUCT.

3

TYPICAL FOOTING DETAIL 1 1/2" = 1'-0"

DRAWING SCALE : As indicated REVISION DATE :

DRAWING NAME : DETAILS

5

TYPICAL SECTION @ POST/BEAM 1 1/2" = 1'-0"

A501

JOB # : 202119

PROJECT DATE : 21 JULY, 2020

THIS PLAN IS THE PROPERTY OF HOBBS BUILDING SYSTEMS AND MAY NOT BE USED FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION FROM HOBBS BUILDINGS SYSTEMS FOR ANY SPECIFIC USE THEREOF.

HOBBS

Vertical ICF Wall System

Go Engineered.Go Easy.Go Green.

1

2

5 3D View 7 DWELLING 3D VIEW

3D View 2

4

3 3D View 5

3D View 6

DRAWING SCALE :

REVISION DATE :

DRAWING NAME : 3D VIEWS

A601

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Building Systems

HOBBS