HomeMy WebLinkAbout0658.95.2N N
— FIN. FLR. — FIN. FLR.
GARAGE
SLAB --��
WATER
PROOFING W/'`�
PROOFING
PERIMETER PERIMETER
DRAIN SLAB
GONG. DRAIN 4" GONG. SLAB
16" WIDE x 8" DEEP I6" WIDE x 6" DEEP
•
GONG. FTC. GONG. FOOTING
ON/ (2) #5 BARS GONT. O W/ (2) #5 BARS GONT.
ry N
FIN. FLR. — FIN. FLR.
PORGH SLAB
GARAGE 5LAB
c�`i GONG. BLOCK N GONG. BLOCK
16 "x8" DEEP 16 "x8" DEEP
GONG. FOOTING GONG. FOOTING
W/ (2) #5 BARS W/ (2) #5 BARS
GONT. ® GONT.
LON
FOUNDATION DETAILS_
BASEMENT PLAN
SCALE= 1/4 " =1' -0"
FOUNDATION. NOTES:
I. ALLOWABLE 501L PRESSURE 2000 PSF.
2. FLOOR SLAB AREAS TO BE COMPACTED
TO a5% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
TO BE 4" CONCRETE ON 6 MIL. VAPOR
BARRIER OVER 4" GRAVEL FILL.
4. STRUCTURAL CONCRETE FOOTING TO BE 2500
PSI, 5LA135 3500 P51.
5. BOTTOM OF ALL FOOTINGS TO BESET
BELON LOCAL FROST LINE. SEE DETAILS.
6. PROVIDE ANCHOR BOLTS 1/2" DIA. xIO"
STARTING ® 6" FROM EACH CORNER ® 6-0" O.G.
AND AT EAGH SIDE OF ALL OPENINGS, MIN. (2)
PER PIECE OF SILL.
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 P5F DEAD LOAD
ROOF 30 PSF LIVE LOAD
10 P5F DEAD LOAD
Design Loads:
I. THE CARPENTER SHALL CAREFULLY LAY OUT AND
ERECT ALL STRUCTURAL MEMBERS OF ROUGH CARPENTRY,
FRAMING, SHEATHING, AND BRIDGING. ALL MEMBERS
SHALL BE PROPERLY PLUMBED, LEVELED, AND BRACED
UNTIL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, 5GREW5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DESIGN SPECIFICATIONS FOR 5TRE55 GRADE LUMBER
AND ITS FASTENINGS.
JOISTS AND ALL OTHER:
NO.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
Fc = 1000 psi
E = 1,160,000 pdI
3. ALL FIRST FLOOR SILL PLATES, CRAWL SPACE
FRAMING, AND STRUCTURAL MEMBERS EXPOSED TO
WEATHER SHALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRJ55 DESIGN, 5PECIFIGATION, AND ERECTION
PROCEDURE TO BE 5UPPLIED BY THE TRU55 MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2800 psi
Fc = 2-700 p51
E = 2,000,000 p81
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
-7. FRAMING OVER GIRDER AND BEARING PARTITIONS.
J015T5 MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR
J015T5 MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INCHES; MAX. OVERHANG, 12"
8. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
q. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL
BE GRO555RIDGIN6 USING Ix3 INCH BOARDS OR SOLID
BRIDGING OF JOIST DIMENSION. 5ET SOLID BRIDGING
IN AN OFFSET FASHION.
10. WALL 4 PARTITION FRAMING. UNLESS OTHERWISE
SHOWN 5PAGE STUDS ® 16" O.G. DOUBLE STUDS AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LE-55 THAN 3 FULL MEMBERS. WALLS AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MA50NRY OF GONGRETE SHALL BE
ANCHORED WITH BOLTS.
11. GLUE 5UB -FLOOR USING RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL W/ IOD NAILS ® 12" O.G.
12. PROVIDE NAILER5, NAILING STRIPS, AND OPOUND5
AS NECESSARY AND RIGIDLY 5EGURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
13. J015T HANGERS ® ALL FLUSH BEAMS SHALL BE MIN.
16 GALV. STEEL, AND PROPERLY 51ZED TO ACCEPT
JOISTS.
N
v
N
N
S�
�1
C-Mg