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