REVISIONS
NOTES 1. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 2. FOUNDATIONS DESIGNED TO BEAR ON SOIL WITH AN ALLOWABLE BEARING CAPACITY OF 2000 PSF. SOILS BELOW FOOTINGS TO BE COMPACTED TO 95% OF THE STANDARD PROCTOR AND BELOW SLABS TO 90% OF THE STANDARD PROCTOR.
ARCHITECT'S / ENGINEER'S SEAL
3. COORDINATE WITH ELECTRICAL AND PLUMBING FOR SLAB PENETRATIONS. 4. DEPTH OF TURNDOWN MAY BE INCREASED FOR FIELD CONDITIONS.
18'
JAB 1'
9'
1/16" PERFT . SLOPE MIN.
23'
14'-6" C L
19'-5"
C L
16" WIDE X 20" DEEP THICKENED SLAB FTG. REINFORCED WITH 3 - #4 CONTINUOUS, TYP.
PLAN 1 FOUNDATION SCALE: 1/8" = 1' - 0"
C L
3'-9 1/4"
31'-6"
7'-10 1/2"
40'
10" THICKENED SLAB WITH #4 AT 12" O.C. E.W.
7'-6 1/4"
43'
Tabloid (11" x 17")
CL 6"
C L
7'-1 1/2"
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE
P.T. 6X6 SYP #2 POST WITH SIMPSON ABU66 POST BASE ON 18" X 18" X 12" DEEP PLAIN CONCRETE FOOTING, TYP.
8'
Scale: 1/8" = 1'-0"
C L
46'-4" 8"
1'
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
3'-3 1/4"
CL
15'-11"
NOTE: RUN PLUMBING & ELECTRICAL CONDUIT WITHIN THE SLAB FOR THE KITCHEN ISLAND, REFER TO 1ST FLOOR PLAN FOR LOCATION
18" WIDE X 10" DEEP THICKENED SLAB FTG. REINFORCED WITH 2-#4 CONTINUOUS, TYP.
1/16" PERFT . SLOPE MIN.
4"
6'-6"
2'
4" 3000PSI CONC. SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 6 MIL VAPOR BARRIER ON 4" CRUSHED STONE
5'-6"
1'
4'
2'
9'
DRAWN BY:
16" WIDE X 20" DEEP THICKENED SLAB FTG. REINFORCED WITH 3 - #4 CONTINUOUS, TYP.
DATE: 12/4/2013
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
FOUNDATION PLAN
4" 3000 PSI CONC.SLAB REINFORCED WITH WWF 6X6 - W1.4 X W1.4 ON 4" CRUSHED STONE BASE
16" WIDE X 20" DEEP THICKENED SLAB FTG. REINFORCED WITH 3 - #4 CONTINUOUS, TYP.
25'
SIDING 4 SIDES
14'-1"
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
15'-2 1/2"
2'
12'-8 1/2"
2'
6'-4"
1'
6'-4"
8'
DETACHED GARAGE
85'
S1.0
REVISIONS
NOTES 1. HEADERS ARE SHOWN AT INTERIOR LOAD BEARING WALLS ONLY AND ARE TO BE 2 - 2X10 SYP #2, U.N.O. FURR DOWN HEADERS AT INTERIOR NON-LOAD BEARING WALLS
ARCHITECT'S / ENGINEER'S SEAL
2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O. 3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET. 4. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM. REFER TO SUPPLIER LAYOUTS FOR INFORMATION NOT SHOWN.
RB1 O.C. 16" X 6' @ T 2 # JOIS sp f ING 2x6 CEIL
FB2
FB7 TRUSS SUPPLIER/DESIGN FOR ROOF & CEILING LOADS
Scale: 1/8" = 1'-0"
FB7
Tabloid (11" x 17")
FB5
P.T. 2 X 8 SYP. #2 X8' @ 16" O.C.
STUD PACK SCHEDULE
BEAM SCHEDULE MARK
1
SIZE
LENGTH MATERIAL
NUMBER OF 2X4 STUDS
FB1
2 - 1 3/4" X 11 7/8"
21'
LVL
2 - 2X'S
2
FB2
3 - 1 3/4" X 24"
23'
3 - 2X'S
3
FB3
2 -2 X8
4'
LVL P.T. SYP #2
2 - LVL
3
FB4
9'
P.T. SYP #2 P.T. SYP #2
3 - LVL
4
FB5
2 -2 X8 2 -2 X8
FB6 FB7
2-2X8
5' 4'
P.T. SYP #2
2 -2 X8
H1
2 - 1 3/4" X 11 7/8"
10'
LVL
H2
2 - 1 3/4" X 11 7/8"
12'
LVL
H3
2 - 1 3/4" x 11 7/8"
10'
LVL
RB1
2 - 2 X 10
9'
SYP #2
RB2
2 - 1 3/4" X 9 1/4"
16'
LVL
RB3 RB4
2 - 2 X 10 2 -2 X8
9'
SYP #2 SYP #2
CB1
2-2X8
6'
CB2 CB3
3-2X8 3-2X8
9'
SYP #2 SYP #2
9'
SYP #2
CB4
3 - 2 X 10
12'
SYP #2
8'
8'
P.T. SYP #2
SECOND LEVEL FLOOR FRAMING PLAN SCALE: 1/8" = 1' - 0"
BEAM SIZE
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
P.T. 2 X 8 SYP. #2 X4' @ 16" O.C.
FB6
FB4
FB3
FLOOR FRAMING PLAN
P.T. 2 X 8 SYP. #2 X4' @ 16" O.C. H1
TRUSS SUPPLIER/DESIGN FOR ROOF & CEILING LOADS
RB3
TRUSS SUPPLIER/DESIGN FOR ROOF & CEILING LOADS
CB3
OPEN
2x8
RB2
sp f # 2 X9 ' AT 16 " CEIL O .C . ING JOIS T
CB2
DATE: 12/4/2013
H2
SIDING 4 SIDES
FB1
DRAWN BY:
DESIGN FLOOR SYSTEM FOR LOADS FROM KNEE WALL.
DETACHED GARAGE
H3
JAB
5. PROVIDE EXTRA JOIST UNDER WALLS PARALLEL TO JOIST FRAMING DIRECTION.
S2.0
REVISIONS
2 x 8 SPF #2 X 13' AT 16" O.C.
2 x 6 SPF #2 X 7' AT 16" O.C.
2x 8 SPF #2
.C.
VAULT
NOTES
BEAM SCHEDULE MARK
SIZE
LENGTH MATERIAL
FB1
2 - 1 3/4" X 11 7/8"
21'
LVL
FB2
3 - 1 3/4" X 24"
23'
FB3
2-2X8 2 -2 X8 2 -2 X8 2 -2 X8
4'
LVL P.T. SYP #2
FB4
FB5
9'
8'
P.T. SYP #2 P.T. SYP #2
FB6 FB7
5' 4'
P.T. SYP #2
2 -2 X8
H1
2 - 1 3/4" X 11 7/8"
10'
LVL
H2
2 - 1 3/4" X 11 7/8"
12'
LVL
H3
2 - 1 3/4" x 11 7/8"
10'
LVL
RB1
2 - 2 X 10
RB2
2 - 1 3/4" X 9 1/4"
16'
LVL
RB3 RB4
2 - 2 X 10 2 -2 X8
9' 8'
SYP #2 SYP #2
CB1
2-2X8
6'
CB2 CB3
3-2X8 3-2X8
9'
SYP #2 SYP #2
9'
SYP #2
CB4
3 - 2 X 10
12'
SYP #2
FRAMING PLAN 1 CEILING SCALE: 1/8" = 1' - 0"
9'
P.T. SYP #2
SYP #2
1. HEADERS ARE SHOWN AT INTERIOR LOAD BEARING WALLS ONLY AND ARE TO BE 2 - 2X10 SYP #2, U.N.O. FURR DOWN HEADERS AT INTERIOR NON-LOAD BEARING WALLS 2. EXTERIOR WALL HEADERS TO BE 2 - 2X10 SYP #2, U.N.O. 3. PACK STUDS AT BEAM ENDS, THROUGH WALLS AND FLOOR SYSTEM TO FOUNDATION. SEE SCHEDULE THIS SHEET.
STUD PACK SCHEDULE BEAM SIZE
NUMBER OF 2X4 STUDS
2 - 2X'S
2
3 - 2X'S
3
2 - LVL
3
3 - LVL
4
JAB THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
2x 8 SPF #2
X 13 ' AT
16"
O.C.
OPEN TO RAFTERS
Tabloid (11" x 17")
CEILING FRAMING PLAN
VAULT
Scale: 1/8" = 1'-0"
DRAWN BY:
O 16 "
DATE: 12/4/2013
' AT
SIDING 4 SIDES
2x 8 SPF #2
2x 8
X 10 F #2 X SP
DETACHED GARAGE
CB-1
X15' AT 1 6" O
.C .
VAULT
2x 8 SPF #2
X 14 ' AT
X 14 ' AT
16"
16"
O.C.
O.C.
X 9' AT1 6"
O.C.
VAULT
2x 6 SPF #2
X 13 ' AT 2x 8 SPF #2
VAULT
16"
O.C.
VAULT
ARCHITECT'S / ENGINEER'S SEAL
S3.0
REVISIONS
ARCHITECT'S / ENGINEER'S SEAL
CB4
X 20
16 ' AT
" O.C
.
OVER BUILD
#2 X 2X6 SPF 16' A T 16 " O.C
12 ' YP #2 X
2X6
#2 SPF
X
T 18 ' A
16" O
Scale: 1/8" = 1'-0"
.C.
2X6
SPF
13 #2 X
' AT
16 " O
.C.
22 '
2X8 SYP #2 X 16'
YP 8S 2X ' 12
.
X
' 22
#2
.
NOTES
BEAM SCHEDULE 2 X6
# SPF
16 7' AT 2X1
" O.C
.
MARK
2 - 1 3/4" X 11 7/8"
21'
LVL
FB2
3 - 1 3/4" X 24"
23'
FB3
2 -2 X8 2 -2 X8 2 -2 X8 2-2X8
4'
LVL P.T. SYP #2
9'
P.T. SYP #2
8'
P.T. SYP #2 P.T. SYP #2
FB5
1
ROOF FRAMING PLAN SCALE: 1/8" = 1' - 0"
LENGTH MATERIAL
FB1
FB4
RAFTER BEARING TYP.
SIZE
FB6 FB7
2 -2 X8
5' 4'
H1
2 - 1 3/4" X 11 7/8"
10'
LVL
H2
2 - 1 3/4" X 11 7/8"
12'
LVL
H3
2 - 1 3/4" x 11 7/8"
10'
LVL
RB1
2 - 2 X 10
9'
SYP #2
RB2
2 - 1 3/4" X 9 1/4"
16'
LVL
RB3 RB4
2 - 2 X 10 2 -2 X8
9' 8'
SYP #2 SYP #2
CB1
2-2X8
CB2 CB3
3-2X8 3-2X8
6' 9'
SYP #2 SYP #2
9'
SYP #2
CB4
3 - 2 X 10
12'
SYP #2
1. DECK ROOF WITH 7/16" APA RATED 24/16 SHEATHING. 2. SEE CEILING FRAMING PLAN FOR HEADER DESIGNATIONS.
P.T. SYP #2
STUD PACK SCHEDULE BEAM SIZE
NUMBER OF 2X4 STUDS
2 - 2X'S
2
3 - 2X'S
3
2 - LVL
3
3 - LVL
4
DRAWN BY:
JAB
.C. 16 " O
2X 8S
AT 16" O. C. #2 X 18 '
' AT
Tabloid (11" x 17")
ROOF FRAMING PLAN
X
2X6 SPF
2X8 SYP #2 X 16'
2X8 SPF #2 X 8' AT 16" O.C.
X 13
DATE: 12/4/2013
2X8 SYP #2 X 14'
2X 8
2X8 SYP #2 X 16'
SIDING 4 SIDES
.
DETACHED GARAGE
' X8 #2 SY P
" O.C
. " O.C
THIS PLAN INCORPORATES THE FOLLOWING OPTIONS WHICH DEVIATE FROM THE STANDARD PLAN:
#2 X 2X6 SPF 16' A T 16" O
16" O .C. 2' AT 2X2 .
#2 X 2X6 SPF 21' A T 16 " O .C
RB2
6 AT 1
16 ' AT
2X8 SYP #2 X 18'
' 12
#2
P SY
X
X 7'
X 18
O.C.
T 16" X 1 7' A
#2 SPF 2 X6
2X8 SYP #2 X 6'
60"
#2
PF #2 2X8 S
2X
P SY
8 2X
#2 SPF 2X6
#2 SPF 2X6
.
2X8 SYP #2 X 14'
.C 16" O 0' AT 2X2 # F P 2X6 S
7' #2 X . SPF 2X6 16" O.C AT
2X8 SYP #2 X 16'
# YP 8S 2X
8 2X
X 20 ' AT 1 6" O .C
#2 X 2X 6 SP F 21' A T 16 " O .C
62"
RB3
2X6 SPF #2
7' #2 X . SPF 2X6 16" O.C AT
SP F #
SY P
#2
#2 X
2X8
9'
X
SPF 2X6 16 " O.C. 9 ' AT
2- 2x8 X 8'
2X8 SYP #2 X 8'
2X 8
88"
RB4 #2 X 2X6 S PF 6' AT 16" O .C.
9'
2X1
X
SPF #
#2 X 2X6 SPF 9' AT 1 6" O .C.
#2
61 1/2"
DOUBLE RAFTER
P SY
3' AT
8 2X
16" O .C.
RB1
2X6 SPF #2 X 7' AT 16" O.C.
2X8 SYP #2 X 9'
2X8 SPF #2 X 16'
2X6
2X8 SYP #2 X 8'
.C.
.
#2 SPF 2X6
S4.0