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FOUNDATION BASEMENT F----'LAN
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FIN. FLR,
22' -3"
12'- I "
4" BRIGK
LEDGE
BLOCK
2q' -8"
GONG. FOOTING
GARAGE SLAB
0
GONT.
GONG. BLOCK
5' -6" II' -4"
5' -5"
3' -O" 61_1" 3' -0"
GONG. FOOTING
8' -8"
W/ (2) #5 BARS
21' -0"
GONT.
PROOFING
WATER
PROOFING
14' -0"
PERIMETER
DRAIN
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4" GANG
f- SLAB
DRAIN
F- 4" GONG. SLAB
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14'x 10'
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GONG. PATIO
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EASY -BUCK ALUM. EASY -BJGK
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SPGE
WINDOW �AREAWELL WINDOW
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GRAWL
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64' -O"
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FOUNDATION BASEMENT F----'LAN
G/ AI C I /A "— p—,.y.
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FIN. FLR,
CV
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4" GARAGE
FIN. FLR.
4" BRIGK
LEDGE
BLOCK
SLAB
GONG. FOOTING
GARAGE SLAB
0
GONT.
GONG. BLOCK
16 "xb" DEEP
GONG. FOOTING
WATER
W/ (2) #5 BARS
GONT.
PROOFING
WATER
PROOFING
PEP IMETER
PERIMETER
DRAIN
--1
4" GANG
f- SLAB
DRAIN
F- 4" GONG. SLAB
16" WIDE x 8" DEEP
GONG. FTG.
W/ (2) #5 BARS CONT.
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FIN. FLR.
PORCH SLAB
OGONG.
BLOCK
16 "xb" DEEP
GONG. FOOTING
GARAGE SLAB
c�I
GONT.
GONG. BLOCK
16 "xb" DEEP
GONG. FOOTING
W/ (2) #5 BARS
GONT.
16' WIDE x b" DEEP
GONG. FOOTING
W/ (2) #5 BARS GONT.
N
= FIN. FLR.
PORCH SLAB
OGONG.
BLOCK
16 "xb" DEEP
GONG. FOOTING
N (2) #5 BARS
GONT.
FOUNDATION DETAILS
36" TALL
HALF WALL
w/ GAP
MOOD PLANK
FLOORING
Ix TREAD
MATERIAL
11 7/8" FL F-. JST. _
2x12 ---
STRINGER-,\'l
HAND _
RAILS
- rc)
N 6
WALL 9 /
�1 \-GARRIGE BD.
(14) q" TREADS = 10' -6" TOTAL RUN
(14) 7 7/8" RISERS q' -2 1/4" = TOTAL RISE
STAIR DETAIL
SCALE: 1/4"=I'-0"
2x12
LANDING
FOUNDATION NOTES:
1. ALLOWABLE SOIL PRESSURE 2000 PSF.
2. FLOOR SLAB AREAS TO BE COMPACTED
TO c115% MAX. DRY DENSITY.
3. STANDARD BASEMENT AND GARAGE SLAB
'TO BE 4" CONCRETE ON 6 MIL. VAPOR
BARRIER OVER 4" GRAVEL FILL.
4. 5TRUGTURAL CONCRETE FOOTING TO BE 2500
P51, 5LAB5 3500 PSI,
5. BOTTOM OF ALL FOOTINGS TO BE SET
BELOW LOCAL FROST LINE. SEE DETAIL5.
6. PROVIDE ANCHOR BOLTS 1/2" PIA. x10"
STARTING 9 b" FROM EACH CORNER @ b' -O" O.G
AND AT EACH SIDE OF ALL OPEPlilNGS, MIN. (2)
PER PIECE OF SILL.
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 PSF DEAD LOAD
ROOF 30 PSF LIVE LOAD
10 PSF DEAD LOAD
Design Loads:
I. THE CARPENTER SHALL GAREFULLY LAY OUtT 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, SGREW5, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
CONSTRUCTION.
e 2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER
AND I1-5 FASTENINGS.
JOISTS AND ALL OTHER:
NO.2 DOUGLAS FIR LARCH OR YELLOW PINE
Fb = 1450 psi
F( = 1000 p51
E = 1,160,000 pal
3. ALL FIRST FLOOR SILL PLATES, CRAWL SPACE
FRAMING, A10 STRUCTURAL MEMBERS EXPOSED TO
WEATHER SHALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRUSS DESIGN, SPECIFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES,
Fb = 2b00 psi
Fc = 2-100 p51
E = 2,000,000 psi
6. PROVIDE DIAGONAL BRACING AT ALL EXTERIOR
CORNERS.
-1. FRAMING OVER GIRDER AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED TOGETHER OVER THE CENTER
BEARING, PROVIDE JOISTS ARE TIED TOGETHER, OR
JOISTS MAY BE LAPPED AND NAILED TOGETHER.
MINIMUM LAP, 4 INGHE5; MAX. OVERHANG, 12"
5. FLOOR JOISTS SHALL BE DOUBLE UNDER EACH
PARALLEL PARTITION.
q. BRIDGING. MAXIMUM SPACING 10'. BRIDGING SHALL
BE GROSSBRIDGING USING 1x3 INCH BOARDS OR SOLID
BRIDGING OF JOIST DIMENSION. SET SOLID BRIDGING
IN AN OFFSET FASHION.
10. WALL $ PARTITION FRAI -LING. UNLESS OTHERWISE
SHOWN 5PAGE STUDS @ 16" O.G. DOUBLE STUDS AT
OPENINGS. CONSTRUCT PARTITION GORNERS WITH NO
LESS THAN 3 FULL MEMBERS. WALLS AND BEARING
PARTITIONS 5HALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OF GONGRETE SHALL BE
ANCHORED WITH BOLTS.
II. GLUE SUB -FLOOR USING RECOMMENDED ADHESIVE,
APPLY GLUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL W/ 100 NAILS @ 12" O.G.
12. PROVIDE NAILER5, NAILING STRIPS, AND GROUNDS
AS NECESSARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
13. JOIST HANGERS ® ALL FLUSH BEAMS SHALL BE MIN.
16 GALV. STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.
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