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 ALL STRUCTURAL RELATED INFORMATION CONTAINED IN THESE DOCUMENTS TO BE SUPERCEDED BY THAT WHICH IS CONTAINED IN THE STRUCTURAL DRAWINGS.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
866-904-9255
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
866-904-9255
Building Systems
HOBBS