W8X10 4" 3000 PSI CONCRETE SLAB REINFORCED WITH WWF 6X6-W2.9XW.9 ON 1.OC24 GALVANIZED METAL DECK ATTACHED WITH 5/8" 0 PUDDLE WELDS IN 33/4 PATTERN WITH 4-#10 TEK SCREW SIDELAP FASTENERS PER PLAN.
W12X22
W 12 X 19
W 12 X 19 S.O.G. BY OTHERS HSS 4X4 X 3/16 (DESIGN FOOTING FOR 11K)
HSS 4X4 X 3/16 (DESIGN FOOTING FOR 26K)
W12X40
W 12 X 19
STAMP
W 12 X 19
HSS 4X4 X 3/16 (DESIGN FOOTING FOR 11K)
4" 3000 PSI CONCRETE SLAB REINFORCED WITH WWF 6X6 - W2.9 X W2.9 ON 1.OC GALVANIZED METAL FORM DECK ATTACHED 5/8" PUDDLE WELDS IN 33/4 PATTERN WITH 4 - #10 TEK SCREW SIDE LAP FASTENERS PER SPAN.
HSS 4X4 X 3/16 (DESIGN FOOTING FOR 11K)
FIRST LEVEL FLOOR FRAMING PLAN
2 - 1 3/4" X 14" LVL
W10 X 22 2-2X10
S.O.G. BY OTHERS
A PROPOSED RESIDENCE FOR
STONE PAVERS, 30 PSF MAXIMUM
TRIPLE
3 - 2X10 SYP #2
, SYP #2 0 1 X 2 L DB .C. AT 16" O
TRIPLE
#2 SYP . 0 1 2X .C 2" O 1 T A
DOUBLE
S.O.G. BY OTHERS
2-2X10
O.C.
DOUBLE
6" P #2 AT1 2 X1 0 SY
FIRST LEVEL FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 1. DECK FLOOR WITH 23/32" T & G APA RATED SHEATHING. 2. FLOOR JOIST TO BE 14" I-JOIST AT 19.2" O.C., MAXIMUM, U.N.O. 3. HEADERS AT LOAD BEARING WALLS TO BE 3 - 2X10 SYP #2, U.N.O. 4. BASEMENT LEVEL LOAD BEARING WALLS TO BE 2X6 SPF STUD GRADE STUDS AT 16" O.C.
S.O.G. BY OTHERS
TITLE
PROJECT
NOTES:
REV. NO.
JOB NO.:
REV. DATE
13408
3/20/2014 DESIGN BY: JAB DRAWN BY: CGS SHEET NO.: 30X42 DATE:
S2.0
OPEN TO RAFTERS
3-1 3/4"X9 1X4" LVL
3 - 2 X10 SYP #2
3 - 2 X10 SYP #2
OPEN TO RAFTERS
HSS 4X4 X 3/16"
2-1 3/4" X 16" LVL
W8X28
9 1/2" LVL
HSS 4X4 X 3/16"
3 - 2 X10 SYP #2
OPEN TO RAFTERS
3 - 1 3/4" X 10 3/4" LVL
3 - 1 3/4" X 10 3/4" LVL
2 - 1 3/4" X DROPPED
STAMP
3 - 1 3/4" 16" LVL FLUSH
AT 16" O.C 16" I- JOIST
.
SECOND LEVEL FLOOR FRAMING PLAN
3 - 2 X10 SYP #2
2-1 3/4" X 16" LVL
3 - 2 X10 SYP #2
2 - 1 3/4" X 9 1/4" LVL
3 - 2 X10 SYP #2
3 - 2 X10 SYP #2
3 - 2 X10 SYP #2
2 - 1 3/4" X 16" LVL
CONCRETE ARCH BY OTHERS
SEE 1/S1.0 FOR STRINGER
CONCRETE ARCH BY OTHERS
2 - 1 3/4" X 16" LVL
A PROPOSED RESIDENCE FOR
3 - 1 3/4" X 10 3/4" LVL
3. HEADERS AT LOAD BEARING WALLS TO BE 3 - 2X10 SYP #2 AT 2X6 WALLS AND 2 - 2X10 SYP #2 AT 2X4 WALLS, U.N.O. (
4'-8 5/8"
)
REV. NO. 4'-8 5/8"
4. CEILING JOIST TO BE 2X8 SPF #2 AT 16" O.C., U.N.O.
W 8 X 10
TITLE
)
2. FLOOR JOIST TO BE 16" I-JOIST AT 19.2" O.C. MAXIMUM, U.N.O. (
DOUBLE
PROJECT
1. DECK FLOOR WITH 23/32" T & G APA RATED SHEATHING.
3 - 1 3/4" X 11 7/8" LVL
NOTES:
W 8 X 10 4'-8 5/8"
SCALE: 1/4" = 1'-0"
W12X22
SECOND LEVEL FLOOR & CEILING FRAMING PLAN
3 - 1 3/4" X 11 7/8" LVL
W 8 X 10
REV. DATE
4" 3000 PSI CONCRETE SLAB REINFORCED WITH WWF 6X6 - W2.9 X W2.9 ON 1.OC24 GALVANIZED METAL FORM DECK ATTACHED 5/8" O PUDDLE WELDS IN 33/4 PATTERN WITH 4 - #10 TEK SCREW SIDE LAP FASTENERS PER SPAN.
DOUBLE
JOB NO.:
13408
3/20/2014 DESIGN BY: JAB DRAWN BY: CGS SHEET NO.: 30X42 DATE:
W12X14
W8 X 10
S2.1
3 - 1 3/4" X 14" LVL
CEILING FRAMING PLAN MAIN LEVEL
STAMP
3 - 1 3/4" X 14" LVL
SCALE: 1/4" = 1'-0" 1. CEILING JOIST TO BE 2X8 SPF #2 AT 16" O.C., U.,N.O. 3. HEADERS AT LOAD BEARING WALLS TO BE 3 - 2X10 SYP #2 AT 2X6 WALLS AND 2 - 2X10 SYP #2 AT 2X4 WALLS, U.N.O.
OPEN TO RAFTERS
6X10
TITLE
PROJECT
OPEN TO RAFTERS
6X10
OPEN TO RAFTERS
2 - 1 3/4" X 7" LVL
2X6 COLLAR TIES, TYP. 2 - 1 3/4" X 7" LVL
NOTES:
A PROPOSED RESIDENCE FOR
CEILING FRAMING PLAN
REV. NO.
REV. DATE
TIMBER TRUSS
JOB NO.:
13408
3/20/2014 DESIGN BY: JAB DRAWN BY: CGS SHEET NO.: 30X42 DATE:
S2.2
4X8 RAFTERS AT 24" O.C. 6X10
6X10
6X10
TIMBER TRUSS
DOUBLE
DOUBLE
DOUBLE
TIMBER TRUSS
DOUBLE
6X10
6X10
DOUBLE
2- 1 3/4" X 14" LVL
DOUBLE
DOUBLE
DOUBLE
DBL
DBL
DBL
DBL
DBL
DBL
6X10
TIMBER TRUSS
TRIPLE
TRUSS
DBL
8X10
TIMBER
2 - 1 3/4" X 14" LVL
LOW RIDGE
2 - 1 3/4" X 14" LVL LOW RIDGE
LVL
DBL
2 1 3/4" X 14" LVL LOW RIDGE DBL
DBL
DBL
DBL
DBL
3 - 1 3/4" X 14" LVL RIDGE BEAM
8X10 TIMBER
8X10
DBL
DBL
DBL TRUSS
DBL
DBL
TRIPLE
TIMBER TRUSS
STAMP
6X10
TIMBER TRUSS
ROOF FRAMING PLAN
A PROPOSED RESIDENCE FOR
TRIPLE
1 3/4" X 9 1/4" LVL RIDGE BEAM
TRIPLE
1 3/4" X 11 7/8"
3 - 1 3/4" X 14" LVL
SCALE: 1/4" = 1'-0" 1. DECK ROOF WITH 19/32" APA RATED 40/20 SHEATHING. 2. RAFTERS TO BE 2X8 SPF #2 AT 16" O.C. 3. RIDGES, HIPS AND VALLEYS TO BE 2X10 SYP #2, U.N.O. 4. HEADERS AT LOAD BEARING WALLS TO BE 3 - 2X10 SYP #2 AT 2X6 WALLS AND 2 - 2X10 SYP #2 AT 2X4 WALLS, U.N.O.
TITLE
3 - 1 3/4" x 18" LVL RIDGE BEAM
ROOF FRAMING PLAN
REV. NO.
REV. DATE
5. SEE S2.1 AND S2.2 FOR BEAMS AND HEADERS NOT INDICATED ON THIS SHEET. 6. SLATE ROOF TILE DEAD LOAD 15 PSF.
JOB NO.:
13408
3/20/2014 DESIGN BY: JAB DRAWN BY: CGS SHEET NO.: 30X42 DATE:
TIMBER TRUSS
6X10
6X10
4X8 RAFTERS AT 24" O.C. 6X10
NOTES:
PROJECT
SHADING INDICATES OVERBUILD
S 3.0