HomeMy WebLinkAbout1471.98.2L
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SCALE: 3/4" = 1, -0
- 3 TAB 25YR SHINGLES
1/2' O.S.B. DECK NAILED 4 CLIPPED
/T RAFTER
- - FOAM TUNNEL O SOFFIT VENTS
/ - P30 BLOM -IN INSULATION
- 2X6 CEILING, ,JOIST O 16' 0/6
/ 1n' 0. "lB.
-- - DOUBLE 2X4 TOP PLATE
- - -- BLOCKING,
- IX4 CEDER SKIRT BD.
- - 1/2• mASONITIE SOFFIT YV VENTS
0 W-O" O/C
- IX6 CEDER GUTTER BOARD
SEAPiE55 ALUM. 6' GUTTER
PV LEAF 50REEN
- - - -- HOUSE RAP OVER TOP PLATE AND
UNDER BOTTOM PLATE
-- R13 BATT INSULATION
- - -- VAPOR SARIER
_. FACE BRICK (TIE TO STRUCTURE
1 2' EA DIRJ
- - -- In• G.WB.
- -- 2X4)004-"' O W' O/C
- -- In' INSULATION SO. (V2' O.S$.
O CORNERS
- - - 2X4 PLATE
- - - -- 3/4' O.SB. DECKING,
- - -- 4.5' TJ15 • INTERVAL SPEGIFIIED
ON PLAN
- - - TIMBERSTRAND RIM BOARD
-- - 2X4 TREATED PLATE IOV ANCHOR
BOLTS • 6' -0' 016 STARTING 6'
FORM EVERY GORIER
- - -- SILL SEALER
_ - 4' BRICK LEDGE
- - - -- IO YR. Y1ARR. DAMP PROOF** Y1/
INSULATION
- -- 6- X 4' GONG. YIIALL VV (3) 84'5 CONT.
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INILATION DATA
WALLS=
HOOD SIDING
R18"7
INSULATION BD
R6.25
BATT IN54 I-.
R13
AIR FILM
Rl68
TOTAL
R20.b
ROOF
CELL.INSUL.
R30
— EXP. JOINT
4' C0111G. SLAB OVER 6 MIL POLY
VAPOR BARIER
4. 6RANU-AR FILL
eT'�1
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J ° ° \ v - -- INTERIOR AN EXTERIOR 4• PERF.
FOUNDATION DRAIN BACK FILL
W DRY GRANJLAR FILL
\�- 16- FOOTING W (2) 845 GOVT.
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SCALE: 3/4" = 1' -0"
Design Loads:
FLOOR 40 PSF LIVE LOAD
10 PSF DEAD LOAD
ROOF 30 P5F LIVE LOAD
10 P5F DEAD LOAD
Rough Gorpentry:
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, LEVLED, AND BRACED
UNTILL ALL STRUCTURAL CONNECTIONS ARE IN PLACE.
A SUFFICIENT NUMBER OF NAILS, SCREWS, AND BOLTS
SHALL BE USED TO INSURE THE RIGIDITY OF THE
GON5TRJC T I ON.
2. FRAMING LUMBER SHALL CONFORM WITH NATIONAL
DE516N SPEGIF16ATIONS FOR STRESS GRADE LUMBER
AND ITS FASTENIN65.
JOISTS AND ALL OTHERS:
NO.2 DOU6LA5 FIR LARCH
OR YELLOW PINE Fib = 1450 psi
Fc = 1000 psi
E = 1,160,000 psi
3. ALL FIRST FLOOR SILL PLATES, CRAWL SPACE
FRAMIN6, AND STRUCTURAL MEMBERS EXP05ED TO
WEATHER SHALL BE WOLMANIZED PRESSURE TREATED.
4. ROOF TRUSS DES16N, 5PE5IFICATION, AND ERECTION
PROCEDURE TO BE SUPPLIED BY THE TRUSS MANUFACTURER.
5. MICRO -LAM BEAM STRUCTURAL PROPERTIES:
Fig = 2800 psi
Fc = 2700 psi
E = 2,000,000 ps i
6. PROVIDE DIAGONAL BRACIN6 AT ALL EXTERIOR
CORNERS.
7. FRAMING OVER BIRDERS AND BEARING PARTITIONS.
JOISTS MAY BE BUTTED T06ETHER OVER THE CENTER
BEARING, PROVIDED JOISTS ARE TIED T06ETHER, OR
JOISTS 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 5PAGIN6 10'. BRIDBIN6 SHALL
BE CRO55BRID61N6 U51N6 IX3 INCH BOARDS OR SOLID
BRIDGING OF JOIST DIMENSION. SET SOLID BRIDGING
IN AN OFFSET FASHION.
10. WALL d PARTITION FRAMING. UNLESS OTHERWISE
SHOWN SPACE 5TUD5 0 16" O /G. DOUBLE STUDS AT
OPENINGS. CONSTRUCT PARTITION CORNERS WITH NO
LESS THAN 3 FULL MEMBERS. WALLS AND BEARING
PARTITIONS SHALL HAVE DOUBLE TOP PLATES.
PLATES RESTING ON MASONRY OR CONCRETE SHALL BE
ANGHORED WITH BOLTS.
i1. 6LUE SUB -FLOOR USING RECOMMENDED ADHESIVE,
APPLY 6LUE BEAD TO FRAMING AND ALONG PANEL
GROVE EDGES, NAIL W/ ION NAILS ® 12" O/G
12. PROVIDE NAILER5, NAILING 5TRIP5, AND GROUNDS
AS NEGE55ARY AND RIGIDLY SECURE IN PLACE FOR
ATTACHMENT OF TRIM, FINISH, AND OTHER WORK.
13. JOIST HAN6ERS ® ALL FLUSH BEAMS SHALL BE MIN.
16 6A. 6ALV. STEEL, AND PROPERLY SIZED TO ACCEPT
JOISTS.
k-TOP OF
\ FACE_ BRICK
-- - _- -- �- - -- -- \± LIMESTONE SILL
RUBBLE STONE
South Ebc�V�Von
SCALE: 1/4" = 1' -0"
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