HomeMy WebLinkAbout119 Marvin_SitePlan_2024-04-11TBD MARVIN ST. - PARCEL # 22626010 033-4N-3W SE HENDRICKSON SUB 2 - LOT 7, BLOCK 2CALDWELL, IDAHOA1J.B.O.HOMES LLCINDEX OF DRAWINGS
SYMBOLS
A3. WALL BRACING PLAN AND ROOF PLAN
A2. FOUNDATION PLAN AND MAIN LEVEL FLOOR PLAN
A1. SITE PLAN & GENERAL INFORMATION
DECEMBER 2023
J.B.O. HOMES
.
SHEET NO.
SHEET NO.
DETAIL NO.
PLAN OR
DETAIL NO.
SHEET NO.
ELEVATION LETTER
SHEET NO.
SECTION NO.
.
.
.
ELEVATION REFERENCE
OR DETAIL
DETAIL REFERENCE
ENLARGED PLAN
WALL SECTION
SITE PLAN
SCALE: 1/8"=1"-0"
GENERAL CONDITIONS
SNW E
A5. SECTION, DETAILS AND ELECTRICAL PLANS
A4. ELEVATIONS
Date: 12/8/23
Drawn By: A.M.L.
Checked By: A.M.L.
Project No.:
File:
IT IS THE DESIGNERS SUGGESTION THAT DRAWINGS BE REVIEWED BY
A STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION.
IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO BE
GUIDELINES FOR CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE
FOR DETERMINING ANY QUESTIONS AND MEANINGS IN THE WORKING
DRAWINGS AND SPECIFICATIONS: AND THE CONTRACTOR SHALL
NOTIFY THE DESIGNER IN WRITING OF ANY ERRORS, OMISSIONS, OR
UNSUITABLE DETAILING WHICH MAY CAUSE CONSTRUCTION
PROBLEMS.
THE DESIGNER'S LIABILITY REGARDING ERRORS AND/ OR OMISSIONS
WILL BE LIMITED TO THE CORRECTION OF THE ORIGINAL DRAWINGS,
CONSULTANTS LIABILITY IS THE SAME.
Sheet No.
No. Date Revision
PRESCRIPTIVE ENERGY CODE COMPLIANCE
THE PROPOSED BUILDING HAS BEEN DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF
THE INTERNATIONAL ENERGY CONSERVATION CODE (2018 IECC)
TABLE N1102.1
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
CLIMATE
ZONE
5
WINDOW
U-FACTOR
0.35
CEILING
R-VALUE
49
WOOD WALL
R-VALUE
20 (or) 13+5
FLOOR
R-VALUE
30
SLAB R-VALUE
10, 2FT
MECHANICAL
DUCTING
8
FENESTRATION
U-FACTOR
0.30
SKYLIGHT
U-FACTOR
0.55
CRAWL SPACE
WALL R-VALUE
15/19
150'140'140'150'
20' REAR SETBACK
30' FRONT SETBACK10' SIDE SETBACK10' SIDE SETBACK36'-2 12"34'-912"45'-11"44'-10"10'-0"
10'-0"
106'-1
0
"44'-10"101'-
6
1
2"30'-0"MARVIN ST.
A2
EXCAVATE TO 24" MIN.
VISQUEEN VAPOR BARRIER
BELOW JOISTS W/ .006 MIL
CRAWL SPACE
CONC. PORCH
GRANULAR FILL SLOPE MIN. 1%
4" CONC. SLAB ON 4" COMP.
AT PERIMETER
SLOPE TO DRIVEWAY
WHERE SHOWN &
1 X EXP. JOINTS
4" CONC. SLAB ON 4"
COMP. GRANULAR FILL
GARAGE FLOOR
SLOPE MIN. 2" TO O.H. DOOR
SCALE 1/4": 1'-0"
FOUNDATION PLAN
W/ STUDS @ 16" O.C.
OVER 1'-4" X 8' CONC.
PONY WALLS
FOOTING
O.C. TO HOUSE
#4 BARS @ 24"
Date: 12/8/23
Drawn By: A.M.L.
Checked By: A.M.L.
Project No.:
File:
No. Date Revision
Sheet No.
BLOCKOUT CONC. FOUNDATION
STEM WALL 8" AT DOOR
OPENING, TYP.
2
A5
3
A5
WALLS & FTG's TO ALLOW FOR
CRAWL SPACE ACCESS (TYP)
PROVIDE BREAKS IN PONY W/ STUDS @ 16" O.C.
OVER 1'-4" X 8' CONC.
PONY WALLS
FOOTING
16" X 6" SCREENED
FND. VENTS W/
ADJUSTABLE
DAMPERS
9 1/2" TJI/110 @ 24" O.C. (TYPICAL)FLOOR SYSTEM O.C. TO HOUSE
#4 BARS @ 24"
1
A5
6" WIDE CONC. STEM WALL
ON 16" X 8" CONC. FOOTING
BLOCKOUT CONC. FOUNDATION
STEM WALL 8" AT DOOR
OPENING, TYP.
CONC. PATIO
GRANULAR FILL SLOPE MIN. 1%
4" CONC. SLAB ON 4" COMP.4 X 8 WD BM6" WIDE CONC. STEM WALL
ON 16" X 8" CONC. FOOTING
6" WIDE CONC. STEM WALL
ON 16" X 8" CONC. FOOTING
4
A5
16" X 6" SCREENED
FND. VENTS W/
ADJUSTABLE
DAMPERS
MASTER BEDROOM
FOYER
2 CAR GARAGE
SLOPE 2" TO O.H.
GARAGE DOOR
4" CONC. SLAB
VAULTED
KITCHEN
9' CLG
CARPET FLOOR
BEDROOM 3
CARPET FLOOR
9' CLG
9' CLG
M. BATH
TUB/ SHOWER
CONCRETE
PORCH
PANTRY
SINK
DRYER
WASHER
UTILITY RM
UPPER CAB.MAIN LEVEL
SCALE 1/4": 1'-0"
W.I.C.
CARPET FLOOR
9' CLG
SOLID WOOD DOOR NOT LESS
THAN 1 3/8" THK
GREAT ROOM
VAULTED
AREA= 2132 S.F.
AREA GARAGE= 508 S.F.
DINING
9' CLG
MECHANICAL
9' CLG FIREPLACER & S
BEDROOM 2
CARPET FLOOR
9' CLG
VAULTED
06 SLIDING DOOR
62
82
42
62
02
016 08
AREA PORCH/ PATIO= 692 S.F.
COVERED PATIO
BATH
9' CLG
LINEN045SH
0
CRAWL
ACCESS
BENCH60'-412"36'-11"23'-512"19'-11"2'-11"43'-0"15'-0"10'-5"10'-21
2"10'-111
4"11'-51
4"
41'-8"65'-2"43'-0"
13'-21
2"8'-101
2"20'-11"
8'-101
2"
2'-4"16'-3"2'-4"60'-412"2'-8"23'-512"43'-0"
41'-8"14'-6"65'-2"43'-0"
4'-101
4"2'-212"18'-10"4'-112"12'-1012"2'-312"11'-312"13'-512"5'-0"24'-3"16'-8"11'-3"9'-3"13'-9"6'-1112"7'-214"10'-6"15'-51
2"27'-61
2"
21'-103
8"3'-6"10'-115
8"6'-8"
5'-0"5'-4"4'-8"
10'-4"3'-31
2"2'-4"3'-912"3'-5"2'-0"2'-112"2'-0"2'-11
2"6'-101
2"5'-10"4'-61
2"5'-11
2"
7"
4'-8"
1'-4"3'-2"6'-0"6'-1112"2'-0"
7'-91
2"4'-91
2"
4'-0"
4'-91
2"
3"
4'-61
2"
61
2"
3'-0"2'-0"3'-6"7"9'-6"7"4'-212"7"4'-012"7"9'-312"4'-9"7'-10"2'-7"13'-312"2'-6"9'-0"11'-0"13'-9"8'-61
2"5'-1"6'-61
2"
3'-6"4'-0"4'-0"6'-212"035SH
0 035SH
0
035SH
0
045SH
0
035
SH
0035
SH
0
04 5SH
0
02 1SL
0
VAULTED LINE
BEDROOM 4
CARPET FLOOR
9' CLG
CONCRETE
PROVIDE PROTECTIVE
BARRIER
PROVIDE PROTECTIVE
BARRIER
CRAWL
ACCESS
62
03
03
03
62 SHELVES
42
42
05
06
R & S
R & S
R & SR & STUB/ SHOWER
2x4 STUDS AT 16" O.C. W/ 58" GYP. BOARD
WALLS & CEILING
1 HR. SEPARATION WALL
20 MIN. DOOR W/ S.C. HINGES
AND SMOKE SEALS
SET IGNITION SOURCES A MINIMUM 18" ABOVE
FINISHED FLOOR
ISLAND
REF.
PROVIDE
LANDING AT
EXTERIOR
DOORS AS
REQUIRED
WITH FRAMER BEFORE CONSTRUCTION.
- ALL ANGLES 45 U.N.O.
- CEILING HEIGHT 9'-1 1/8" MAIN LEVEL
- SAFETY GLAZING REQ'D FOR ALL
- SAFETY GLAZING REQ'D FOR ALL
GLASS WITHIN 24" ARC OF DOORS.
- CONTRACTOR TO VERIFY WIN. HEIGHTS
o
- INSTALL SELF-CLOSING FIRE
DOOR BETWEEN GARAGE AND
- INSTALL 5/8" GYPSUM BOARD
ADJACENT TO LIVING SPACES.
GLASS WITHIN 18" OF FLOOR OR
GREATER THAN 9 SQ. FT. IN AREA.
ON ALL GARAGE WALL SURFACES
LIVING SPACE.
(EXCEPT AS SHOWN).
HEADERS TO BE 4X8 FIR BEAM
- ALL WINDOW AND DOOR
NOTES:
R408 - PROVIDE ADEQUATE CRAWL SPACE VENTILATION4 X 8 WD BM4 X 8 WD BM4 X 8 WD BM4 X 8 WD BM4 X 8 WD BM4 X 8 WD BM4 X 8 WD BM045SH
0
19'-3"2'-312"13'-21
2"
3'-6"4'-101
4"
8'-101
2"20'-11"2'-512"9'-21
2"
2'-51
2"16'-0"2'-51
2"7'-0"14'-4"21'-434"05
3"2'-512"5'-0"6"03
42
LIVING RM.
CARPET FLOOR
9' CLG14'-6"7'-0"2'-212"8"8"TBD MARVIN ST. - PARCEL # 22626010 033-4N-3W SE HENDRICKSON SUB 2 - LOT 7, BLOCK 2CALDWELL, IDAHOJ.B.O.HOMES LLC
A3
Date: 12/8/23
Drawn By: A.M.L.
Checked By: A.M.L.
Project No.:
File:
Date Revision
Sheet No.
TYPICAL ROOF NAILING NOTES:
1. REFER TO ELEVATIONS FOR ADDITIONAL INFO.
ROOF FRAMING PLAN
SCALE 1/4": 1'-0"
ROOF SYSTEM
P.E. WOOD TRUSSES @ 24" O.C.6/126/12
RIDGE
2. PROVIDE ATTIC VENTILATION USING GABLE
VENTS AND/OR RIDGE VENTS PER LOCAL CODES.
3. PROVIDE SCREENED SOFFIT VENTILATION
AT EAVES PER LOCAL CODES.6/12(2) 9 1/2" LVL(2) 11 7/8" LVL
BRACED WALL PANEL
SCALE 1/4": 1'-0"
1
BRACED PANEL LENGTH TABLE BASED ON WIND SPEED (<115 mph)
BRACED
2
WALL LINE
BRACED
METHOD
BRACED WALL
LINE SPACING
REQUIRED
BRACING
LENGHT
EXPOSURE
FACTOR
(C)
ROOF EAVE
TO RIDGE
HEIGHT
WALL
HEIGHT
AJUSTED
BRACING
LENGHT
PROVIDED
BRACING
LENGHT
A
B
50 FT
50 FT
60 FT
7.5'
7.5'
10.5'
1.2
1.2
1.2
1.0
1.0
1.0
0.95 8.55'
8.55'
11.97'
20.0'
19.5'
CS-WSP 60 FT 9.0'1.2 1.0 10.26'15.8'
20.35'PFH
CS-WSP
0.95
0.95
0.95
A
60'-0"3'-8"
CS-WSP
4'-0"4'-0"CS-WSPCS-WSP CS-WSP
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,
NAILED @ 6"/12" w/ 8d . CS-WSP
5/8" GYP. BOARD ONE SIDE, SCREWEDGB
WALL BRACE NAILING & HOLD DOWN SCHEDULE
@ 7" O.C. FIELD & PERIMETER
1PFH
METHOD NAILING PATTERN
1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.
MARK HOLD DOWN ANCHOR BOLTS
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,
NAILED @ 6"/12" w/ 8d .
(1) 5/8" ANCHOR BOLT
W/ 7" MIN. EMBED.
N/A
STHD14
N/A
IN CENTER OF PLATE
1/2" ANCHOR BOLTS@ 6'-0" O.C., TYP.
SIMPSON
3/8" WOOD STRUCT. PANEL, ONE SIDE, BLOCKED,
NAILED @ 6"/12" w/ 8d . CS-PF SEE DETAIL N/A
(2) 2x10 HDR(2) 2x8 HDR (2) 2x8 HDR
(2) 2x8 HDRVAULTED (2) 2x8 HDR(2) 2x8 HDR(2) 2x8 HDR (2) 2x8 HDR
(2) 2x8 HDR(2) 2x8 HDR(2) 2x8 HDR(2) 2x8 HDR6/12
6/12
RIDGERIDGE4'-0"
CS-WSP
4'-0"
CS-WSP
4'-0"4'-0"CS-WSP4'-0"CS-WSP4'-0"CS-WSP4'-0"CS-WSP3'-6"CS-WSP4'-0"CS-WSP4'-0"CS-WSP4'-0"CS-WSPCS-WSP
3'-41
4"
CS-WSP
3'-41
4"
2'-51
2"
PFH = 4'-0"
1 1
2'-51
2"
PFH = 4'-0"
1 1
1 2
43'-0"
B
CS-WSP
(2) 2x8 HDR(2) 11 7/8" LVL(2) 11 7/8" LVLRIDGE6/126/126/12
6/12
6/12
GIRDER TRUSS
CS-WSP
2'-9"
CS-WSP
2'-9"4'-0"MAX. 10' HEIGHTFasten wood structural panel (WSP) to
header with 8d common or galvanized box
nails in 3" grid pattern as shown
Header to jack-stud strap per Table R602.10.6.4 on
both sides of opening, placed on interior side of wall
Min. double 2X4 framing covered with min. 38" thick WSP with
8d common or galvanized box nails at 3" o.c. in all framing
(studs, blocking, and sills). Typical
Min. lenght of panel per Table R602.10.5
Min. (2) 3500-lb, strap-type hold-down
anchors (embedded into concrete and
nailed into framing)
Min. (1) 58" diameter anchor bolt installed per Section R403.1.6 with 2"x2"x316" plate washer
METHOD PFH (Portal Frame With Hold-Downs)
Extent of header with double portal frame (two braced wall panels)
Extent of header with single portal frame (one braced wall panel)HEIGHTPONY WALLMAX. 12' TOTAL WALL HEIGHT2'-0" to 18'-0" finished width of opening for single or double portal
Min. 3" x 11 14" header (if
padded out for thickness,
place spacer material on the
interior side of header). Steel
headers are prohibited.
Min. footing size under opening is 12"x12". A turned-down slab shall be permitted at door openings.
Min. 1000-lb hold-down device (embedded into
concrete and nailed into framing)
Min. double
2X4 post
(king and
jack stud).
Number of
jack studs
per Tables
R602.7(1)
and (2).
A
A
Min. 38" thick wood structural
panel (WSP)
SECTION A
Tension strap per Table
R602.10.6.4 (placed on interior
side of wall)
Fasten top plate to header
with two rows of 16d sinker
nails at 3" o.c. typ. Fasten
king stud to header with (6)
16d sinkers.
If needed, panel splice
edges shall occur over and
be nailed to common
blocking within 24" of the
portal leg mid-height.
One row of 3" o.c. nailing is
required in each panel
edge.
MIn. (2) strap-type
hold-down anchors
TBD MARVIN ST. - PARCEL # 22626010 033-4N-3W SE HENDRICKSON SUB 2 - LOT 7, BLOCK 2CALDWELL, IDAHOJ.B.O.HOMES LLC
A4
Date: 12/8/23
Drawn By: A.M.L.
Checked By: A.M.L.
Project No.:
File:
Date Revision
Sheet No.
SCALE 1/4": 1'-0"
FRONT ELEVATION
F. FLOOR
LTOP P
MAIN LEVEL
SCALE 1/4": 1'-0"
REAR ELEVATION
SCALE 1/4": 1'-0"
RIGHT ELEVATION
SCALE 1/4": 1'-0"
LEFT ELEVATION
F. FLOOR
LTOP P
MAIN LEVEL
ARCH.
SHINGLES
6/12
ROOF PITCH
LAP SIDING
AS SPEC.MANUF. STONE
AS SPEC.
SCALE: 1/2" = 1'-0"
WALL DETAIL
COMP. FILL
JOISTS, SEE PLAN
GRADE
TOP FTG
BOTTOM FTG
F. FLOOR
TOP FND
1/2"DIA. X 10" ANCHOR
BOLTS @ 72" O.C.
6 MIL VISQUEEN
VAPOR BARRIER
2X6'S @ 16" O.C.
STUD WALL
2X6 RDWD SILL P W/L
1/2" GYP. BRD.
R-19 INSULATION MIN.
R-38 LOOSE FILL
INSULATION
FASCIA
AS SPEC
STUCCO AS SPEC.
TOP PL
1/2" MASONITE SOFFIT
W/ 16" x 6" SCR'D
SOFFIT VENTS @ 72" O.C.
1/2" GYP. BRD.
P.E. ROOF TRUSSES
@ 24" O.C.
ROOF & SHTG
AS SPEC.
SEE ELEVATIONS FOR
ROOF PITCH
MIN.F. FLOOR
LTOP P
MAIN LEVEL
F. FLOOR
LTOP P
MAIN LEVEL
6/12
ROOF PITCH
6/12
ROOF PITCH
LAP SIDING
AS SPEC.
ARCH.
SHINGLES
MANUF. STONE
AS SPEC.
LAP SIDING
AS SPEC.
BOARD AND BATTEN
SIDING AS SPEC
BOARD AND BATTEN
SIDING AS SPEC
BOARD AND BATTEN
SIDING AS SPEC
ARCH.
SHINGLESARCH.
SHINGLES
R306 - PROVIDE ADEQUATE ATTIC SPACE VENTILATION
INSTALL STONE AS PER MANUFACTURER'S SPECIFICATIONS
MANUF. STONE
AS SPEC.
MANUF. STONE
AS SPEC.
LAP SIDING
AS SPEC.TBD MARVIN ST. - PARCEL # 22626010 033-4N-3W SE HENDRICKSON SUB 2 - LOT 7, BLOCK 2CALDWELL, IDAHOJ.B.O.HOMES LLC
A5
Date: 12/8/23
Drawn By: A.M.L.
Checked By: A.M.L.
Project No.:
File:
No. Date Revision
Sheet No.
MAIN LEVEL ELECTRICAL PLAN
SCALE 1/4": 1'-0"
1. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES AND
LOCATIONS OF AL VENTS AND DUCTS PRIOR TO CONSTRUCTION.
2. SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER
FROM BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY
BACKUP. WIRING SHALL BE PERMANENT AND WITHOUT A
DISCONNECTING SWITCH OTHER THAN REQUIRED FOR
OVERCURRENT PROTECTION. ALL SMOKE DETECTORS ARE TO BE
WIRED TOGETHER ON ONE CIRCUIT AND DESIGNED FOR ALL
DETECTORS TO SOUND IF ONE DETECTOR IS ACTIVATED.
3. IN BATHROOMS, WATER CLOSET COMPARTMENTS AND
LAUNDRY ROOMS, PROVIDE A MECHANICAL FAN CAPABLE OF
PROVIDING FIVE AIR CHANGES PER HOUR OR OPERABLE WINDOW.
THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3
FEET FROM ANY OPENING INTO THE BUILDING.
4. FURNACE DUCTS FROM THE GARAGE INTO THE DWELLING ARE
TO BE A MINIMUM OF 26 GAUGE GALVANIZED SHEET METAL WITH
NO OPENINGS INTO GARAGE. FIRESTOP AND SEAL AROUND DUCT
PENETRATIONS.
5. APPLIANCES GENERATING A SPARK, GLOW OR FLAME,
INSTALLED IN GARAGES, MUST KEEP PILOTS, BURNERS, HEATING
ELEMENTS, AND SWITCHES A MINUMUM OF 18 INCHES ABOVE THE
FLOOR.
6. FURNACES, HEAT PUMPS, WATER HEATERS, AND OTHER
MECHANICAL EQUIPMENT AS WELL AS GAS PIPING LOCATED IN
RESIDENTIAL GARAGES ARE TO BE PROTECTED FROM
AUTOMOBILE IMPACT. SEE MECHANICAL INSPECTOR FOR
PROTECTION REQUIREMENTS.
7. ALL FIXTURES, SWITCHES, OUTLETS AND FANS ARE SHOWN AS
REQUIRED BY CODE. PLACEMENT OF EACH MAY VARY AT TIME OF
CONSTRUCTION AS PER ELECTRICAL CONTRACTOR. 50% OF
LIGHTING NEEDS TO BE COMPACT FLUORESCENT BULBS.
8. SEE FLOOR PLAN SHEET FOR FINAL ARCHITECTURAL FEATURES
AND REVISIONS - THIS PLAN IS FOR MECHANICAL AND ELECTRICAL
LAYOUT ONLY.
CHANDELIER
LIGHT FIXTURE
SMOKE DETECTOR
RECESSED CAN LIGHT FIXTURE
WALL MOUNTED LIGHTS
4x10 FLOOR VENT
2 1/2"x12" TOE KICK REGISTER
F
FLUORESCENT FIXTURE (SIZE AS INDICATED)
SWITCHED DUPLEX OUTLET ( TOP HALF ONLY)
220 VOLT OUTLET
THREE-WAY SWITCH
SWITCH
220
SS3G.F.I. OUTLET
LIGHT FAN
WATER PROOF OUTLET
GIFR
WP
S
ELEC./MECH. SYMBOL SCHEDULE
DUPLEX OUTLET TK
LIGHT FAN
GENERAL ELECTRICAL
CARBON MONOXIDE DETECTORCO
PENDANT LIGHTS
TK
TK
S
SCO
W.P.
W.P.
F
FOUNDATION DETAIL
SCALE: 1"-1'-0"1
0'-0"
CONT FOOTING, SEE
FOUNDATION PLAN
FOR SIZE & REINF.
CONT. EDGE
NAILING
SHEAR WALL
SEE PLAN
2x6 STUDS @ 16" O.C., FOR
ADDITIONAL STUDS OR POST
SEE FOUNDATION PLAN
6" CONCRETE STEM WALL
FLOOR DECK 3 4" T&G W/ 10d
@ 6" O.C. ALL EDGES & 12"
O.C. FIELD
'ITS' HANGER
I-JST, SEE PLAN
CRAWL SPACE2'-0"MIN2x6 PT SILL PLATE W/ 12 DIA. x
6" SCREW ANCHOR @ 32" W/
1" DP. COUNTR SUNK
FOUNDATION DETAIL (I-JST PARALLEL)
SCALE: 1"-1'-0"2
0'-0"
CONT FOOTING, SEE
FOUNDATION PLAN
FOR SIZE & REINF.
CONT. EDGE
NAILING
SHEAR WALL
SEE PLAN
6" CONCRETE STEM WALL
FLOOR DECK 34" T&G W/ 10d
@ 6" O.C. ALL EDGES & 12"
O.C. FIELD
I-JST, SEE PLAN
CRAWL SPACE2'-0"MIN2x6 PT SILL PLATE W/ 12 DIA. x
6" SCREW ANCHOR @ 32" W/
1" DP. COUNTERSUNK
GARAGE WALL FOUNDATION
SCALE: 1"-1'-0"3
FOOTING, SEE
FOUNDATION PLAN MIN.6" CONCRETE STEM WALL 6"1 12"CLR4" CONC. SLAB ON GRADE W/
#3 @ 18" O.C. E.W.
I-JST, SEE PLAN
2'-0"CONT. EDGE
NAILING
SHEAR WALL
SEE PLAN
FLOOR DECK 34" T&G W/ 10d
@ 6" O.C. ALL EDGES & 12"
O.C. FIELD
2x6 PT SILL PLATE W/ 12 DIA. x
6" SCREW ANCHOR @ 32" W/
1" DP. COUNTERSUNK
'ITS' HANGER
SCALE: 1"-1'-0"4 INTERIOR FOOTING
2x6 STUD WALL
ABOVE WHERE APPLIC.
2x CRIPPLE WALL @ 16" O.C. ALIGN W/
I-JOIST
12" DIA x 6" SCREW ANCHOR @ 32" O.C.
FOOTING, (SEE PLAN)
P.T. SILL PLATE
10d TN EA. SIDE
AT JOIST
I JOIST, SEE PLAN
FLOOR SHEATHING, SEE NOTES
EDGE NAILING 10d @ 6" O.C.
I-JOIST BLK'G ONLY UNDER UPPER
WALLS
TK
TK
F
F
S
S
S
S
220
S
SCO
220
SSS
SS3S3
SS3
S3S
S
SS
SS
S
S3S3
SSSS
3 S3
S
S
3S
3
SS3
S3
SGIFR
GIFRGIFR6 MIL VISQUEEN
VAPOR BARRIER
1/2" GYP. BRD.
ROOF & SHTG
AS SPEC.
2X6'S @ 16" O.C.
STUD WALL
R-19 INSULATION, MIN.
SCALE 1/4": 1'-0"
SECTION A
ARCH.
SHINGLES
6/12
ROOF PITCH
SIDING
AS SPEC.
A5
2 @ 24" 0.C. (TYP)
KITCHEN
R-38 LOOSE FILL
INSULATION, MIN.
P.E. ROOF TRUSSES
@ 24" O.C.
VAULTED
912" TJI 110
F. FLOOR
LTOP P
9'-118"MAIN LEVEL ALL T.V., PHONE, CAT5
OUTLETS
PER BUILDER'S
SPEC'S.
GIFR
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